Backup Documents 03/08/2005 R
BOARD OF
COUNTY
COMMISSIONERS
REGULAR
MEETING
BACKUP
MARCH 8, 2005
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
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AGENDA
March 8, 2005
9:00 AM
Fred W. Coyle, Chairman, District 4
Frank Halas, Vice-Chairman, District 2
Donna Fiala, Commissioner, District 1 - Absent
Tom Henning, Commissioner, District 3
Jim Coletta, Commissioner, District 5
NOTICE: ALL PERSONS WISHING TO SPEAK ON ANY AGENDA ITEM
MUST REGISTER PRIOR TO SPEAKING. SPEAKERS MUST REGISTER
WITH THE COUNTY MANAGER PRIOR TO THE PRESENTATION OF
THE AGENDA ITEM TO BE ADDRESSED.
COLLIER COUNTY ORDINANCE NO. 2003-53, AS AMENDED REQUIRES
THAT ALL LOBBYISTS SHALL, BEFORE ENGAGING IN ANY LOBBYING
ACTIVITIES (INCLUDING, BUT NOT LIMITED TO, ADDRESSING THE
BOARD OF COUNTY COMMISSIONERS), REGISTER WITH THE CLERK
TO THE BOARD AT THE BOARD MINUTES AND RECORDS
DEPARTMENT.
REQUESTS TO ADDRESS THE BOARD ON SUBJECTS WHICH ARE NOT
ON THIS AGENDA MUST BE SUBMITTED IN WRITING WITH
EXPLANATION TO THE COUNTY MANAGER AT LEAST 13 DAYS PRIOR
TO THE DATE OF THE MEETING AND WILL BE HEARD UNDER "PUBLIC
PETITIONS."
ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THIS BOARD
WILL NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO,
AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD
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March 8, 2005
OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE
TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED.
ALL REGISTERED PUBLIC SPEAKERS WILL RECEIVE UP TO FIVE (5)
MINUTES UNLESS THE TIME IS ADJUSTED BY THE CHAIRMAN.
IF YOU ARE A PERSON WITH A DISABILITY WHO NEEDS ANY
ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS PROCEEDING,
YOU ARE ENTITLED, AT NO COST TO YOU, TO THE PROVISION OF
CERTAIN ASSISTANCE. PLEASE CONTACT THE COLLIER COUNTY
FACILITIES MANAGEMENT DEPARTMENT LOCATED AT 3301 EAST
TAMIAMI TRAIL, NAPLES, FLORIDA, 34112, (239) 774-8380; ASSISTED
LISTENING DEVICES FOR THE HEARING IMPAIRED ARE A V AILABLE IN
THE COUNTY COMMISSIONERS' OFFICE.
LUNCH RECESS SCHEDULED FOR 12:00 NOON TO 1:00 P.M.
1. INVOCATION AND PLEDGE OF ALLEGIANCE
A. Associate Pastor David Swicegood, Marco Presbyterian Church
2. AGENDA AND MINUTES
A. Approval of today's regular, consent and summary agenda as amended. (Ex
Parte Disclosure provided by Commission members for summary agenda.)
Approved and/or adopted with changes - 4/0
B. February 8,2005 - BCC/Regular Meeting
Approved as presented - 4/0
C. February 9,2005 - BCC/District 2 Town Hall Meeting.
Approved as presented - 4/0
D. February 15,2005 - BCC/Listed Species Workshop
Approved as presented - 4/0
3. SERVICE A WARDS: (EMPLOYEE AND ADVISORY BOARD MEMBERS)
A. Advisory Committee Service Awards
1) Presentation of the Advisory Committee Outstanding Member
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March 8, 2005
A ward to Michael Delate, Land Acquisition Advisory
Committee.
Presented
4. PROCLAMATIONS
A. Proclamation to designate the week of March 6th through March 12th,
2005, as Extension Living Well Week. To be accepted by Carol Yates and
Mary Tarnowski.
Adopted - 4/0
B. Proclamation to recognize the Parks and Recreation Department and its
staff for becoming accredited to the National Committee on Accreditation.
To be accepted by Marla Ramsey, Public Services Administrator and the
Parks and Recreation Staff.
Adopted - 4/0
5. PRESENTATIONS
6. PUBLIC PETITIONS
A. Public Petition request by Jeff Bluestein to discuss Code Enforcement
Board Case No. 97-029 on behalf of Anthony Varano.
Discussed
Item 7 and 8 to be heard no sooner than 1:00D.m., unless otherwise noted.
7. BOARD OF ZONING APPEALS
Continued to the March 22, 2005 BCC Meeting
A. This item requires that all oarticioants be sworn in and ex oarte
disclosure be orovided bv Commission members. CU-2003-AR-4326:
Dieudonne and Lunie Brutus represented by Ronald F. Nino, AICP, of
Vanasse Daylor, requesting Conditional Use approval in the Village
Residential (VR) zoning district for a church or house of worship for the
Tabernacle of Bethlehem Church pursuant to LDC Sections 2.04.03, Table
2 and 10.08.00. Property is an 0.69-acre tract located at 305 3rd Street
South, in Section 4, Township 47 South, Range 29 East, Immokalee,
Florida. (COMPANION ITEM TO V A-2003-AR-4327)
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March 8, 2005
Continued to the March 22, 2005 BCC Meeting
B. This item re uires that all artici ants to be sworn in and ex- arte
disclosure be orovided bv Commission members. V A-2003-AR-4327:
Dieudonne and Lunie Brutus, (regarding the Tabernacle of Bethlehem
Church), represented by Ronald F. Nino, AICP, of Vanasse Daylor, request
the following variances in the VR zoning district for a Conditional Use
(LDC ~4.02.02.E.): I) from the minimum one-acre lot area; to allow an
existing Structure on an 0.69 acre tract to be converted to a church use; 2) to
reduce the front yard setback from the required 35 feet to 20 feet; 3) to
reduce the required 33 parking spaces to 19 spaces (LDC ~4.04.04.G.Table
17); and; 4) to reduce the landscape buffer on the north and south property
lines from the required 15-foot type "B," to allow a 10-foot wide type "B"
buffer (LDC ~4.06.02 Table 24). Property is located at 305 3rd Street
South, in Section 4, Township 47 South, Range 29 East, Immokalee,
Florida. (COMPANION ITEM TO CU-2003-AR-4326)
Moved from Item #17 A
C. This item re uires that all artici ants to be sworn in and ex- arte
disclosure be provided bv Commission members. V A-2004-AR-6793
Leobardo & Maritza Gutierrez represented by Daniel D. Peck, of Peck and
Peck, are requesting a 5-foot after-the-fact variance in the "E" Estates
zoning district from the minimum required 75-foot front yard setback,
along 47th Avenue N.E. (southern boundary), to allow a 70-foot front yard
setback for a single-family home that is currently under construction.
Resolution 2005-114 - Adopted -4/0
8. ADVERTISED PUBLIC HEARINGS
A. An Ordinance of the Board of County Commissioners of Collier County,
Florida, amending Ordinance Number 04-41, as amended, the Collier
County Land Development Code, which includes the comprehensive land
development regulations for the unincorporated area of Collier County,
Florida, by providing for: Section one, recitals; Section two, findings of
fact; Section three, adoption of amendments to the Land Development
Code, more specifically amending the following: Chapter 6 - infrastructure
improvements and adequate public facilities requirements, including Sec.
6.06.02 sidewalk, bike lane, and greenway requirements; Chapter 10-
application, review, and decision-making procedures, including Sec.
I 0.02.03.b.l. Final site development plan procedure and requirements;
Section four, conflict and severability; Section five, inclusion in the Collier
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March 8, 2005
County Land Development Code; and Section six, effective date.
Final version to be brought back to March 22, 2005 meeting with BCC
staff recommendations
Continued Indefinitely
B. This item was continued from the Februarv 8 BCC meetin!!.
Recommendation to consider adoption of an ordinance establishing the City
Gate Community Development District (cDD) pursuant to Section
190.005, Florida Statutes.
9. BOARD OF COUNTY COMMISSIONERS
A. Appointment of members to the Land Acquisition Advisory Committee.
Resolution 2005-110 Re-appointing Kathy Prosser and William H.
Poteet, Jr. - Adopted - 4/0
B. Appointment of members to the Immokalee Beautification MSTU
Advisory Committee.
Resolution 2005-111 Re-appointing Rita Avalos, Cherryle Thomas, and
Dorcas F. Howard and waiving the term limitation - Adopted _ 4/0
C. Request to consider allowing the Haitian American Corporation, Inc. use of
the Immokalee Community Park in Immokalee free of charge for the
purpose of holding a Haitian Play and Art Festival to be held May 28, 2005
and May 29, 2005. (Total cost $780.00) (Commissioner Coletta)
Approved w/conditions - 4/0
D. Appointment of members to the Parks and Recreation Advisory Board
Resolution 2005-112 Appointing Darrol Riffle and Timothy Toole and
welcoming Jose Nunez to participate when available - Adopted _ 4/0.
Withdrawn
E. Discussion regarding "No Jake Brake" signage on Oil Well Road and
Everglades Boulevard. (Commissioner Coletta)
F. Appointment of members to the Collier County Code Enforcement Board.
Resolution 2005-113 Re-appointing Sheri Barnett and Appointing
Nicholas Hemes - Adopted - 4/0
10. COUNTY MANAGER'S REPORT
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March 8, 2005
A. Recommendation to adopt FY06 Budget Policy.
Approved - 4/0
B. This item to be heard at 9:30 a.m. Recommendation to review the written
and oral reports of the Advisory Boards and Committees scheduled for
review in 2005 in accordance with Ordinance No. 2001-55, including the
Bayshore Beautification MSTU Advisory Committee, LelyGolfEstates
Beautification Advisory Committee, Radio Road Beautification Advisory
Committee, Vanderbilt Beach Beautification MSTU Advisory Committee,
Bayshore/Gateway Triangle Local Redevelopment Advisory Board, and the
Golden Gate Estates Land Trust Advisory Committee.
Bayshore Beautification MSTU serve as a valid public purpose
Approved - 4/0; Lely Golf Estates Beautification serve as a valid public
purpose Approved - 4/0; Radio Road Beautification serve as a valid
public purpose Approved- 4/0; Vanderbilt Beach Beautification
MSTU serve as a valid public purpose Approved- 4/0;
Bayshore/Gateway Triangle Local Redevelopment serve as a valid
public purpose Approved- 4/0; Golden Gate Estates Land Trust
Advisory Committee serve as a valid public purpose Approved- 4/0
C. Recommendation to award a construction contract in the amount of
$25,689,039.43 to John Carlo, Inc. and reserve $1,258,000 in funding
allowances to construct road and utility improvements on Immokalee Road
Six-laning Project, from U.S. 41 to 1-75; Project No. 66042B; Bid No. 05-
3788; Fiscal Impact $26,947,039.43
Approved - 4/0
D. Recommendation to approve RFP #05-3770, to be posted to solicit bids for
"Design-Build" services for capacity improvements to Immokalee Road
from immediately west of 1-75 to immediately east of CR 951 Collier
Boulevard", County Project No. 69101.
Approved - 4/0
E. Recommendation to adopt a Resolution of the Board of County
Commissioners of Collier County, Florida directing that Ad Valorem
revenues (generated from .15 mils) shall be dedicated to Collier County's
Stormwater Utility for Fiscal Year 2006 and the next nineteen fiscal years.
Resolution 2005-115 Adopted - 3/1 (Commissioner Henning opposed)
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March 8, 2005
F.
Recommendation to authorize the purchase of long lead-time equipment, to
approve the award of Contract #05-3743 and Bid #05-3738, and to approve
the necessary budget amendment for upgrades and modifications to the
Lime Softening Water Treatment Plant Process at the South County
Regional Water Treatment Plant, Project 700571, in the amount of
$3,943,270.
Approved - 4/0
Added
G.
Recommendation to terminate the Lease Agreement between Gulf Coast
Skimmers Water Ski Show, Inc. and Collier County.
Terminate with 180 day notice Approved - 4/0
Moved from Item #16A8
H. Recommendation that the Board of County Commissioners approve a
$43,800 budget amendment from Fund 131 Developer Services Reserves to
Fund 131 Prior Year Reimbursements to cover a refund associated with a
Stewardship Sending Area Application.
Approved - 4/0
11. PUBLIC COMMENTS ON GENERAL TOPICS
A. Wayne Sherman urged to work with Collier County staff regarding the
proposed Emergency Management Services Facility location.
12. COUNTY ATTORNEY'S REPORT
A. David Weigel regarding a closed-session meeting during the BCC
meeting on March 22, 2005 discussing the overpass litigation
13. OTHER CONSTITUTIONAL OFFICERS
14. AIRPORT AUTHORITY AND/OR COMMUNITY REDEVELOPMENT
AGENCY
15. STAFF AND COMMISSION GENERAL COMMUNICATIONS
A. Jim Mudd regarding the March 17, 2005 legislative trip to Tallahassee
B. Jim Mudd's proposed workshop with FEMA and the City of Naples
regarding the March 31, 2005 flood map deadline
C. Jim Mudd confirming the March 22nd, 2005 BCC Meeting Agenda:
CoconiIIa will be heard on Tuesday afternoon; the rest of Items #7 & #8
to be heard on the morning of the March 23, 2005
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March 8, 2005
D. Commissioner Henning regarding legislative issues to be covered in
Tallahassee on March 17, 2005
E. Commissioner Halas regarding Commissioner Fiala's loss of her sister
F. 1-75 Expansion update by Commissioner Halas and comments by
County Manager Jim Mudd
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16. CONSENT AGENDA - All matters listed under this item are considered to be
routine and action will be taken by one motion without separate discussion of
each item. If discussion is desired by a member of the Board, that item(s) will
be removed from the Consent Agenda and considered separately.
Approved and/or adopted w/changes - 4/0
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A. COMMUNITY DEVELOPMENT & ENVIRONMENTAL SERVICES
1) Recommendation to grant final approval of the roadway (private) and
drainage improvements for the final plat of "Whispering Woods". The
roadway and drainage improvements will be privately maintained.
Resolution 2005-103 w/ release of Maintenance Security
2) Recommendation to approve for recording the final plat of
"Veronawalk Phase 2C", approval of the standard form Construction
and Maintenance Agreement and approval of the amount of the
performance security.
w/stipulations
Continued Indefinitely
3) Recommendation to allow County Staff to administratively issue
Development Excavation Permits and Vegetation Removal and Site
Filling permits as required for Satumia Falls (Terafina PUD) located
in Section 16, Township 48 South, Range 26 East.
w/stipulations
4) Recommendation to approve for recording the final plat of
"Andalucia", approval of the standard form Construction and
Maintenance Agreement and approval of the amount of the
performance security.
w/stipulations
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March 8, 2005
5) Recommendation to approve for recording the final plat of "Mediterra
Parcel 125 Replat", approval of the standard form Construction and
Maintenance Agreement and approval of the amount of the
performance security.
w/stipulations
6) Recommendation to grant final approval of the roadway (private) and
drainage improvements for the final plat of "Ibis Cove Phase 2C". The
roadway and drainage improvements will be privately maintained.
Resolution 2005-104 w/release of Maintenance Security
7) Recommendation to grant final approval of the roadway (private) and
drainage improvements for the final plat of "Islandwalk Phase 5B"
The roadway and drainage improvements will be privately
maintained.
Resolution 2005-105 w/release of Maintenance Security
Moved to Item #10H
8) Recommendation that the Board of County Commissioners approve a
$43,800 budget amendment from Fund 131 Developer Services
Reserves to Fund 131 Prior Year Reimbursements to cover a refund
associated with a Stewardship Sending Area Application.
9) Recommendation to approve final acceptance of water and sewer
utility facilities for Island Walk, Phase 2.
With release of Utilities Performance Security
10) Recommendation to approve final acceptance of water utility facilities
for Whisper Trace, Fiddler's Creek.
With release of Utilities Performance Security
11) Recommendation to approve final acceptance of water and sewer
utility facilities for Mediterra Golf Course Rest Shelters.
With release of Utilities Performance Security
12) Recommendation to approve final acceptance of water and sewer
utility facilities for Mediterra, Unit One.
With release of Utilities Performance Security
13) Recommendation to approve final acceptance of water and sewer
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March 8,2005
utility facilities for Carlton Lakes, Unit 3C.
With release of Utilities Performance Security
14) Recommendation to approve final acceptance of water utility facilities
for Sterling Greens at Glen Eagle Tr J, Phase II.
With release of Utilities Performance Security
15) Recommendation to approve for recording the final plat of
"Veronawalk Phase 3A", approval of the standard form Construction
and Maintenance Agreement and approval of the amount of the
performance security.
w/stipulations
B. TRANSPORTATION SERVICES
1) Recommendation that the Board of County Commissioners (1)
approve a Resolution approving, and authorizing the Chairman of the
Board of County Commissioners to execute, a Local Agency Program
Agreement with the State Department of Transportation, in which
Collier County would be reimbursed up to $437,500 of the total
estimated cost of $500,000 for the design and construction of
Sidewalks - Various Locations; (2) authorize $437,500 to be
reimbursed by FDOT and the County's contribution of$62,500 from
Gas Tax Reserves (313); and (3) approve future fiscal year annual
costs of sidewalk maintenance and include all necessary budget
amendments.
Resolution 2005-106
2) Recommendation to approve a budget amendment in the amount of
$102,986 for funds from the Federal Transit Administration for the
Collier Area Transit (CAT) system.
For the replacement, rehabilitation and purchase of buses,
equipment, and the construction of bus-related facilities
3) Recommendation to approve an Agreement for the conveyance of
easements required from Villas at Mandalay Development, LLC for
the construction of improvements to Rattlesnake Hammock Road
between Polly Avenue and Collier Boulevard, and the installation of
an underground drainage pipe along a portion of the frontage of the
development, within Rattlesnake Hammock Road right-of-way
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March 8, 2005
(Project No. 601 69)(Estimated Fiscal Impact: Not to exceed
$150,000. )
For the construCtion of four-lane improvements
4) Recommendation to approve Adopt-A-Road Agreements with
Freedom Tax Services SW Florida, Landmark Naples Home Owners
Association, T.J. Turf Farm, Gulfstream Homes, Collier Cleaning
Company and Marine Corps League of Naples.
At a total cost of $150.00 for new signs
5) Recommendation to award Bid #05-3689 to Ground Zero
Landscaping Services, Inc. for the Bayshore Beautification MSTU
Roadway Grounds Maintenance and authorize the Chairman to
execute the standard contract after review by the County Attorney's
Office.
In the amount of $69,606.20 for FY 2004-2005
6) Recommendation to award a contract in the amount of $530,000 to D.
N. Higgins, Inc. for the River Oaks, Palm River Subdivision culvert
replacement Project (Project No. 51007), and approve a budget
amendment to transfer funds in the amount of $554,600.00.
Contract No. 04-3535
7) Recommendation to approve the three (3) Landscape Maintenance
Agreements between the Lely Golf Estates Beautification MSTU with
the Board of County Commissioners, as governing board and (1) Lely
Square Partnership, (2) Earl C. and Charlotte 1. Koops and (3) Buena
Vida, for the landscaping and maintenance on St. Andrews Boulevard.
As Detailed in the Executive Summary
8) Recommendation to accept a final status report from the 1-75/Golden
Gate Interchange Ad Hoc Advisory Committee.
As Detailed in the Executive Summary
C. PUBLIC UTILITIES
1) Recommendation to authorize purchase of a Pilot Water Filtration
Unit for the South County Water Treatment Plant 12-MGD RO
Expansion and award Bid 05-3727, Project 70097, for $125,950.00 to
Aerex Industries.
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March 8, 2005
As Detailed in the Executive Summary
2) Recommendation to approve, execute and record Satisfactions for
certain Water and/or Sewer Impact Fee Payment Agreements. Fiscal
impact is $28.50 to record the Satisfactions of Lien.
Spikeco, Inc., (Folio #00725440000); Robert G. and Barbara A.
Stinson, (Folio #81732320006)
3) Recommendation to adopt a Resolution to approve the Satisfaction of
Lien for a Solid Waste residential account wherein the County has
received payment and said Lien is satisfied in full for the 1994 Solid
Waste Collection and Disposal Services Special Assessment. Fiscal
impact is $20.00 to record the Satisfaction of Lien.
Resolution 2005-107
4) Recommendation to adopt a Resolution to approve the Satisfactions of
Lien for Solid Waste residential accounts wherein the County has
received payment and said Liens are satisfied in full for the 1995
Solid Waste Collection and Disposal Services Special Assessments.
Fiscal impact is $30.00 to record the Satisfactions of Lien.
Resolution 2005-108
5) Recommendation to adopt a Resolution to approve the Satisfactions of
Lien for Solid Waste residential accounts wherein the County has
received payment and said Liens are satisfied in full for the 1996
Solid Waste Collection and Disposal Services Special Assessments.
Fiscal impact is $30.00 to record the Satisfactions of Lien.
Resolution 2005-109
6) Recommendation to approve a new easement to be deeded to Florida
Power & Light Company (FP&L) for electrical power service for the
Reuse Pumping Station at the North County Water Reclamation
Facility (NCWRF), Project 73950 I, for a minor recording fee.
As Detailed in the Executive Summary
7) Recommendation that the Board of County Commissioners, as Ex-
Officio the Governing Board of the Collier County Water-Sewer
District, declare the QualServe Workshop a valid and proper Public
Purpose and approve the expenditure for an on-site QualServe
Workshop in a sum not to exceed $500.00.
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March 8, 2005
As Detailed in the Executive Summary
8) Recommendation to reject all bids for Bid 05-3766 and to provide
authorization to re-bid for "Pigging Station for Immokalee Road 30"
Force Main", Project 73943.
To encourage competitive bidding and get the best pricing for the
County on the construction
9) Recommendation to accept five grant agreements for alternative water
supply projects from the South Florida Water Management District in
the amount of $750,000.
As Detailed in the Executive Summary
10) Recommendation to waive the competitive bidding process and award
a contract for technical assistance to perform post implementation
review, work flow analysis & documentation of operating procedures
for Special Assessment software system and create procedures for
new County programs-Cat a not to exceed cost of$99,200).
As Detailed in the Executive Summary
D. PUBLIC SERVICES
1) Recommendation to award bid #05-3759 for rental of portable toilets
to 1. W. Craft, Inc. at an estimated cost of $26,000 countywide.
To provide sanitary facilities for use at County facilities and
County sponsored events
2) Recommendation to approve application and Memorandum of
Understanding for a Safe Havens: Supervised Visitation and Safe
Exchange Grant in the amount of $350,000 from the United States
Department of Justice.
To provide supervised visitation and safe visitation exchange of
children by and between parents in situations involving domestic
violence, child abuse, sexual assault or stalking
3) Recommendation to accept donated funds in the amount of$79.29
and approve a budget amendment recognizing tl)e revenue and
appropriating funds for Immokalee Community Park.
To enhance recreation programs through private contributions
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March 8, 2005
E. ADMINISTRATIVE SERVICES
1) Recommendation to approve an amendment to the external Auditing
Contract 03-3497 Auditing Services for Collier County between
KPMG, LLP and Collier County in an amount not to exceed $58,100
for the purpose of performing a group health insurance third -party
administration claims audit of the County's group health insurance
claims administrator, CBSA, Inc.
As Detailed in the Executive Summary
2) Recommendation to ratify a staff report on Property, Casualty,
Workers' Compensation and Subrogation Claims settled and/or closed
by the Risk Management Director pursuant to Resolution # 2004-15
for the first quarter of FY 05.
As Detailed in the Executive Summary
3) Recommendation to reject all responses received under Invitation to
Qualify 05-3779, Construction Services for the Vanderbilt Beach
Parking Garage and reissue as a bid, project 90295.
4) Recommendation to approve standard form contracts for use in the
acquisition of construction services, construction management
services and professional services.
To ensure that the needs and interests of Collier County
Government are clearly set forth and protected contractually
5) Recommendation to approve payment of $454.07 to the State of
Florida Department of Revenue for taxes due, interest and penalty
fees for late fuel tax filings in Fiscal Year 2003.
F. COUNTY MANAGER
1) Recommendation to approve Amendment No. I to Work Order #HM-
FT-05-02 under Contract #01-3271, Fixed Term Professional
Engineering Services for Coastal Zone Management Projects, with
Humiston & Moore Engineers for Shorebird Monitoring related to
Hideaway Beach Renourishment, Project 90502, in the amount of
$11,648.00. .
2) Recommendation to Approve Two (2) Contractual Service
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March 8, 2005
Agreements between Collier County and the East Naples, and Golden
Gate Fire & Rescue Districts to provide Fire Protection and Rescue
Services within the Collier County Fire Control District at a cost of
$176,400.
For fire protection and rescue services to the Collier County Fire
Control District
3) Recommendation to approve a budget amendment.
G. AIRPORT AUTHORITY AND/OR COMMUNITY
REDEVELOPMENT AGENCY
H. BOARD OF COUNTY COMMISSIONERS
Withdrawn
1) Commissioner Fiala requests Board approval for reimbursement for
attending a function serving a valid public purpose. Will be attending
the 2005 Humanitarian A ward Luncheon honoring Clyde Butcher on
March 11,2005 at the Ritz-Carlton Golf Resort at Tiburon; $100.00 to
be paid from Commissioner Fiala's travel budget.
2) Commissioner Coletta requests Board approval for reimbursement
for attending the Lincoln Day Fundraiser to be held at the Naples
Beach Hotel and Golf Club on March 12, 2005 sponsored by the
Collier County Republican Executive Committee. This fundraising
event will have two prestigious Congressmen as keynote speakers;
$75.00 to be paid from Commissioner Coletta's travel budget.
3) Commissioner Halas requests Board approval for reimbursement for
attending the Lincoln Day Fundraiser to be held at the Naples Beach
Hotel and Golf Club on March 12,2005 sponsored by the Collier
County Republican Executive Committee. This fundraising event will
have two prestigious Congressmen as keynote speakers; $75.00 to be
paid from Commissioner Halas' travel budget.
I. MISCELLANEOUS CORRESPONDENCE
1) Miscellaneous Items to File for Record with Action as Directed.
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March 8, 2005
J. OTHER CONSTITUTIONAL OFFICERS
1) Recommendation that the Board of County Commissioners designate
the Sheriff as the Official Fiscal Year 2005 Applicant and Program
Point-of-Contact for the United States Department of Justice, Bureau
of Justice Assistance, Edward Byrne Memorial Justice Assistance
Grant (JAG) Program, accept the Grant when awarded, and approve
applicable budget amendments.
As Detailed in the Executive Summary
2) Recommendation that the Board of County Commissioners make a
determination of whether the purchases of goods and services
documented in the Detailed Report of Open Purchase Orders dated
January 22,2005 to February 18, 2005 serve a valid public purpose
and authorize the expenditure of County funds to satisfy said
purchases. A copy of the Detailed Report is on display in the County
Manager's Office, 2nd Floor, W. Harmon Turner Building, 330 I East
Tamiami Trail, Naples, FL 34112.
K. COUNTY ATTORNEY
1) Recommendation to approve a Stipulated Final Judgment as to Parcel
139 in the lawsuit styled Collier County v. John Aurigemma, et al.,
Case No. 04-344-CA (Vanderbilt Beach Road Project 63051).
Staff to pay the sum of $6,400 to Policastro & LeRoux, P.A. Trust
Account
2) Recommendation that the Board authorize staff to open a Purchase
Order for Gerson, Preston Robinson & Co., P.A., to be used as an
expert witness and consultant for the County in the acquisition of
wellfield easements for the "South County Regional Water Treatment
Plant 20-MGD Wellfield Expansion" (SCRWTP) Project No. 70892,
for an amount not to exceed $50,000.00
As Detailed in the Executive Summary
3) Recommendation for the Board of County Commissioners to Approve
an Agreed Order for Payment of Appraisal Fees, in Connection with
Parcel No. 1 in the Lawsuit Styled Collier County v. Francisco
Lemus, et aI., Case No. 03-2788-CA (13th Street Project #69068).
As Detailed in the Executive Summary
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March 8, 2005
4) Recommendation that the Board of County Commissioners approve
the Agreed Orde'r with Respondent, Crown Castle GT Company,
LLC, in the lawsuit styled Collier County v. Tree Plateau Co., Inc., et
al., Case No. 03-0519-CA. (Immokalee Road Project Number 60018)
Staff to make payments as specified in the Agreed Order
5) Recommendation to approve the Mediated Settlement Agreement
with Respondents, David and Barbara S. Burgeson for Parcel No. 170
in the lawsuit styled Collier County v. Thomas F. Salzmann, et al.,
Case No. 03-2550-CA (Golden Gate Parkway Project 60027). One of
the property owners and parties to the proposed Mediated Settlement,
Barbara Burgeson, is employed by Collier County in the Department
of Environmental Services. This property was condemned for Collier
County's Golden Gate Parkway project and approval of the proposed
Mediated Settlement does not create a conflict of interest for the
Board. This is consistent with the Commission on Ethics Opinion 78-8
As Detailed in the Executive Summary
17. SUMMARY AGENDA - THIS SECTION IS FOR ADVERTISED PUBLIC
HEARINGS AND MUST MEET THE FOLLOWING CRITERIA: 1) A
RECOMMENDATION FOR APPROVAL FROM STAFF; 2) UNANIMOUS
RECOMMENDA TION FOR APPROVAL BY THE COLLIER COUNTY
PLANNING COMMISSION OR OTHER AUTHORIZING AGENCIES OF
ALL MEMBERS PRESENT AND VOTING; 3) NO WRITTEN OR ORAL
OBJECTIONS TO THE ITEM RECEIVED BY STAFF, THE COLLIER
COUNTY PLANNING COMMISSION, OTHER AUTHORIZING
AGENCIES OR THE BOARD, PRIOR TO THE COMMENCEMENT OF
THE BCC MEETING ON WHICH THE ITEMS ARE SCHEDULED TO BE
HEARD; AND 4) NO INDIVIDUALS ARE REGISTERED TO SPEAK IN
OPPOSITION TO THE ITEM. FOR THOSE ITEMS, WHICH ARE QUASI-
JUDICIAL IN NATURE, ALL PARTICIPANTS MUST BE SWORN IN.
Moved to Item #7C
A. This item re uires that all artici ants to be Sworn in and ex- arte
disclosure be orovided bv Commission members. V A-2004-AR-6793
Leobardo & Maritza Gutierrez represented by Daniel ~. Peck, of Peck and
Peck, are requesting a 5-foot after-the-fact variance in the "E" Estates
zoning district from the minimum required 75-foot front yard setback,
along 47th Avenue N.E. (southern boundary), to allow a 70-foot front yard
17
March 8, 2005
setback for a single-family home that is currently under construction.
Continued to the March 22, 2005' BCC Meeting
B. This item has been continued from the Februarv 22'9 2005 BCC
Meetin!!. This item requires that an participants be sworn in and ex
parte disclosure be provided bv Commission members. PUDZ-A-2003-
AR-4942 - Conquest Development USA, LC, requesting a PUD to PUD
rezone for property located on the East Side of Collier Boulevard (CR 951)
and approximately 1 3/4 Miles South of Tamiami Trail (Us 41), further
described as Silver Lakes, in Section 10 & 15, Township 51 South, Range
26 East, Collier County, Florida.
18. ADJOURN
INQUIRIES CONCERNING CHANGES TO THE BOARD'S AGENDA SHOULD
BE MADE TO THE COUNTY MANAGER'S OFFICE AT 774-8383
18
March 8, 2005
AGENDA CHANGES
BOARD OF COUNTY COMMISSIONERS' MEETING
March 8. 2005
Continue Item 7 A to the March 22. 2005 BCC meetina: CU-2003-AR-4326:
Dieudonne and Lunie Brutus represented by Ronald F. Nino, AICP, of Vanasse
Daylor, requesting Conditional Use approval in the Village Residential (VR) zoning
district for a church or house of worship for the Tabernacle of Bethlehem Church
pursuant to LDC Sections 2.04.03, Table 2 and 10.08.00. Property is an 0.69-acre
tract located at 305 3rd Street South, in Section 4, Township 47 South, Range 29
East, Immokalee, Florida. (COMPANION ITEM TO VA-2003-AR-4327) (Petitioner
request.)
Continue Item 7B to the March 22.2005 BCC meetina: VA-2003-AR-4327:
Dieudonne and Lunie Brutus, (regarding the Tabernacle of Bethlehem Church),
represented by Ronald F. Nino, AICP, of Vanasse Daylor, request the following
variances in the VR zoning district for a Conditional Use (LDC ~4.02.02.E.): 1) from
the minimum one-acre lot area; to allow an existing structure on an 0.69 acre tract
to be converted to a church use; 2) to reduce the front yard setback from the
required 35 feet to 20 feet; 3) to reduce the required 33 parking spaces to 19
spaces (LDC ~4.04.04.G.Table 17); and; 4) to reduce the landscape buffer on the
north and south property lines from the required 15-foot type "B," to allow a 10-
foot wide type "B" buffer (LDC ~4.06.02 Table 24). Property is located at 305 3rd
Street South, in Section 4, Township 47 South, Range 29 East, Immokalee, Florida.
(COMPANION ITEM TO CU-2003-AR-4326) (Petitioner request.)
Continue indefinitely Item 8B: Recommendation to consider adoption of an
ordinance establishing the City Gate Community Development District (CDD)
pursuant to Section 190.005, Florida Statutes. (Petitioner request.)
Withdraw Item 9E: Discussion regarding No Jake Brake" signage on Oil Well
Road and Everglades Boulevard. (Commissioner Coletta.)
Item 10C: Note: In the Fiscal Impact ofthe executive summary, delete all
reference to "Utility User Fees". (Staff request.)
Add Item 1 OG: Recommendation to terminate the Lease Agreement between Gulf
Coast Skimmers Water Ski Show, Inc. and Collier County. (Staff request.)
Continue indefinitely Item 16A3: Recommendation to allow County Staff to
administratively issue Development Excavation Permits and Vegetation Removal
permits as required for Saturnia Falls (Terafina PUD) located in Section 16,
Township 48 South, Range 26 East. (Staff request.)
Item 16F2 should read: Recommendation to approve two Contractual Service
Agreements between Collier County and the East Naples and Golden Gate Fire &
Rescue Districts to provide fire protection and rescue services within the Collier
County Fire Control District at a cost of $176,400 (rather than $175,600 as stated
on the agenda index. The executive summary in the packet is correct.) (Staff
request.)
Page 2
Change Sheet
March 8, 2005 BCC Meeting
Withdraw Item 16H1: Commissioner Fiala requests Board approval for
reimbursement for attending a function serving a valid public purpose. Will be
attending the 2005 Humanitarian Award Luncheon honoring Clyde Butcher on
March 11,2005 at the Ritz-Carlton Golf Resort at Tiburon; $100.00 to be paid from
Commissioner Fiala's travel budget. (Commissioner Fiala request.)
Item 16K5: Note: One of the property owners and parties to the proposed
Mediated Settlement, Barbara Burgeson, is employed by Collier County in the
Department of Environmental Services. This property was condemned for Collier
County's Golden Gate Parkway project and approval of the proposed Mediated
Settlement does not create a conflict of interest for the Board. This is consistent
with the Commission on Ethics Opinion 78-8. (Commissioner Coyle request.)
Continue Item 17B to the March 22, 2005 BCC meetina: PUDZ-A-2003- AR-4942 -
Conquest Development USA, LC, requesting a PUD to PUD rezone for property
located on the East Side of Collier Boulevard (CR 951) and approximately 1-3/4
miles south of Tamiami Trail (US 41), further described as Silver Lakes, in Section
10 & 15, Township 51 South, Range 26 East, Collier County, Florida. (Petitioner
request.)
TIME CERTAIN ITEMS:
Item 1 OB to be heard at 9:30 a.m. Recommendation to review the written and oral
reports of the Advisory Boards and Committees scheduled for review in 2005 in
accordance with Ordinance No. 2001-55, including the Bayshore Beautification
MSTU Advisory Committee, Lely Golf Estates Beautification Advisory Committee,
Radio Road Beautification Advisory Committee, Vanderbilt Beach Beautification
MSTU Advisory Committee, Bayshore/Gateway Triangle Local Redevelopment
Advisory Board, and the Golden Gate Estates Land Trust Advisory Committee.
PROCLAMA TION
I'.: 4.; A'
! 0:
J
WHEREAS, the health and well-being of the family is crucial to the
functioning of the Nation and to providing adults and youth with
the necessary skills and knowledge to help them achieve the best
quality of life possible: and,
WHEREAS, psychologically, socially, and emotionally strong families provide
strength for future generations: and,
WHEREAS, the National Extension Association is a nationwide educational
network through the land-grant universities, funded cooperatively
through the Department of Agriculture, state governments, and
local county governments: and,
WHEREAS, the National Extension Association provides non-biased,
research-based information through informal education to help
adults, youth" fa/l'u'liuysinesses, and communities: and,
WHEREAS, 'lid Consumer Sciences
ilies so that the
've life: and,
mmissioners that
ted as
WHEREAS, as "Extension
01 Extension
'Ssionals, who
fe for adults,
reparation,
r lifestyles,
rp and
NOW THEREFOR ,
March 6
. .'
and encourages the people of Collier County to take advantage of the
educational opportunities that Extension Family and Consumer Science
educators provide. Education that can help them in raising kids, eating
right, spending smart, and living well.
DONE AND ORDERED THIS 8th Day of March, 2005
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FL.ORIDA
FRED W. COYL.E, CHAIRM
A TrEST:
''k-~<g~
DWIG. E. BROCK, CLERK ""-
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
WHEREAS,
PROCLAMA TION
l 'n
,..~~
nearly 200 mil/ion people use local park and recreation services annually
to enhance their physical and social well-being, all of them seeking the
highest-quality recreation experiences possible: and,
agency self-assessment and peer review is an excellent process for
evaluating the quality of the system that delivers these services: and,
iff response to this, the National Committee on Accreditation for Public
Park and Recreation Agencies was formed in 1998 to develop the
standards and procedures for the National Accreditation Program and
is now fully responsible for the administration of the program: and,
on February 18, 2005, the National Committee on Accreditation for
Public Park and Recreation Agencies conferred upon Collier County
Parks and Recreation the status of accredited agency: and,
*s and Recreation Department
,'Ords covering Agency
~n Resources, Fiscal
ent, Facility and
'/Iagement, and
Recreation
ired and more
red to achieve
'ted agency,
red services in
NOW THEREFORE,
ofC4
the Co
their achl
benefitting t.
of Collier County.
'/Iers
m is bestowed upon
'fit and its staff for
..d dedication to
mmunity, and environment
. "
DONE AND ORDERED THIS 8th Day of March, 2005
ATTEST:
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
FRED W. COYLE, CHAIRMAN
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aLLIER CTY ZONII'6
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eConImentsI
01/13/2005 14:19
23%436968
CCLLIER CTV ZONI i'-E
PAGE 02/06
COLLIER COUNTY FLORIDA
REQUEST PaR LEGAL ADVERTISING OF PUBLIC HEARINGS
7A'~"..
. ("_. :....~iI!.'.
0' ,
To: Clerk to the Board: Please plaft the rollo"i_3 .S a:
XXX Nor..al ...a. Advertiselnent Other:
(Display Adv.. location, etc.)
........~.............****....*.*.............**.*.....**.****......**......*.................~........
Originatil1g DCptI OJ,,; COmm.Dev.SeN.lPtannina Pet'$OC~ Date: I (13(D~
Petition No. (If none, give brief description): 'VA<004-All""93 Ouiten'tz
Petitioner: (Name &. Address): Daniel D. Peck, Peck and Peck. Attomtys at Law, 5101 Pelicm Bay Blvei., Suite 103, Naples. Florida
34108
N~ I: Addms of any penon(s) 10 be ftOtified by Clerk's Offic:e: (If more space is needed, attach separate sheet)
Leobatdo and Maritza Gutierrez, 4SSS 12th St NE, Naples, Floridl 34120
Hearing before Bee
aZA
Or:hor
Requested Hearing date: Pebru.v I. 2005..Bued on advertisement ~4Iy1l before hearing.
Newspaper(s} to be used: (Complete only if important):
XXX Naples Daily News
Other
Legally Requ1rcd
Proposed Text: (lm:.lude Iepl description &. common location. Size: Petition. VA"2004-AR.-6793. Lcohrdo.Dd MaritD GuUerrez,
represented by o.niel Peck, of Peek Ii: Peck, are requesdna .6-foot .fter-th..raet froDt Ylrd MtbIIek ".....nce fro.. tile requlnd 75
feet, leaving a 69 foot front yard to allow the already poured house slab to be utilized under building penn\t i2002090941. The subject
property i5 located In the liE" Estates Zoning District at 181547.. Ave... N.Il.. SectIon 12. Township 48 South. R.lI\&e 27 East. Collier
County, florida.
Comp8l'jon pctition(s), if any &. proposed hOBrin& date:
Does Petition Fee include advertising cost? Yes
113-138312.6491 to
No If Yes, what 8CCount should be charged for advenlslna costs:
Reviewed by:
Approved by:
Departr'lleftt Head
Date
County Manaallt'
Date
List Attaehments:
DISTRIBUTION INSTRUCTIONS
A. For hearlDl1 before ace or BZA: Initiatilla person to COM"''' one copy alld obbht Division Head approval before
!..bmlttiDg to eo..ty M.n...... Note: 1f....1 dOCftleat II Involved. be sure that ..Y ~ry ..... nriew, or reqaest for
....e, is subMitted to COIInty AtConley be'ore submittiDl to COllnty Mluler. The Ma.,a.,'. ofDec will dtatrilnlte eopies:
County Ma.ager "Inda file: to Requesting DIvision
Original Clerk', OffICe
B. Other hearings: Initiating Division head to approve and !lUbmit original to Clerk's Offic;c, retaining a copy for tile.
...................**...............................................*.................................
FOR CLERK'S OFFICE USE ONLY:
Date Received: I ~/5 . ()!) Date of Public hearins: ~. e ' {; 5
B-B -oS-
Date Admtiscd: .J - A 3 .-e--!r
t-ZO-OS
81/13/20B5 14:19 2396436968
CCLLlER CTY Z1:tHt-6
PAGE 83/06
RBSOWTION OS-_
A RESOLUTION OF THE BOARD OF ZONING
APPEALS OF COLUER COUNTY RELATING TO
PETITION NUMBER V A-2004-All-6793, FOR A 5-
Foor AFTER-THE-FACT VARIANCE FROM THE
REQUIRED 7S-FHEr FOR A FROm YARD SETBACK.
TO 7Q-PEET ON PROPERTY HEREINAFTER
DESCRIBED IN COLliER COUNTy, FLORIDA.
WHEREAS, the Legislature of the State of Florida in Chapter 125. Florida Statutes.
has conferred on all counties in Florida the power to establish. coordinate and enfot'(:c :tOning
and Sllch business regulations all are nece&Sary for the protection of the public; and
WHEREAS, the County pursuant thereto bas adopted a Land Development Code
(LDC) (Ordinance No. 2004-41, all amended) which establishes regula1iom for the zoning of
particular geographic divisionB of tile County, among which ill the granting ofvanancc8; and
WHEREAS, the Board of Zoning Appeals, being the duly olected constituted Eklard. of
the area hereby affected, bas held a public hcariDg after notice 81 in said regulations made and
provided, and baa considered the advisability of a request for a 5-foot afler-the-fact variance
from the required 7S-foot front yard setback set forth in roc section 2.03.0l.B.1.a. to 7Q-feet
88 shown on the attached plot plan, Exhibit "Aft. in an "E" Estates Zoning District for the
property hereinafter described, and has found as a matter of fact that satisfactory provision
and lllT8ngement have been made concerning all $pplicable matters required by Aid
regulations and in w;cordance with Section 9.04.00 of the Zoning Regulations of said Land
Development Code for tile unincorporated area of Collier County; and
WHEREAS, all in~rest.ed parties have been given opportunity to be hean1 by this
Board in public meeting assembled, and the Board baving considered all matters pt1!lSented.
NOW, THEREFORE. BE IT RESOLVED BY THE BOARD OF ZONING
APPEALS OF COLLIER. COUNTY, FLORIDA that
The Petition V A-2004-AR-6793 filed by Peck &: Peck, representing Leobardo &:
Mariua Gutierrez, with respect to the property hereinafter desen'bed as:
West 180 feet of Tract 49, Golden Gate Estates, Unit 60, ~ to
Plat thereof, recorded in plat Book 7. Page 62 of the Public; Rccordl of
Collier County, Florida.
be and the same hereby is approved for a 5-foot ath:r-tbc-fact variance from the required 7S-
foot front yard setback set forth in LDC scc;tion 2.03.01.8.1.8. to 70-fcet at shown on the
attached plot plan, Exhibit" A", of the "E" Zoning District wherein said property is located,
subject to the following conditions:
Exlnbit "B"
Page 1 of2
"7A
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BE rr FURTHER RESOLVED bt Chis Resolutioll rd.ati.ng to Petition Number
V A-Z004-AR..6793 be recorded in the minuta of this Board.
7A
'., -.~
This Resolution adopted after motiOD, second and majority vote.
Done this day of , 2005.
ATI'EST:
DWJGHT E. BROCK. CLERK
BOARD OF ZONING APPEALS
COLI..IBll COUNlY, FLORIDA
BY:
FllBDW. COYlB, CHA.JJtMAN
Approved as to Form
~~ir~
~White
Assistant County Attorney
v A-2<JlMoAR~793JRM/k\
Page 2 of2
a1/13/2005 14:19 2396436968
Cl1LIER CTY ZONI~
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23%436968
ca..LIER CTY ZQNli'ti
PAGE 66/66
r'7A
Conditions of Approval
Gutierrez Variantt V A-2004-AR-6793
1. The variance granted is Ijmited to the a.fter-the-fact front yard encroachment for the
house under constIuction, as depicted and more particularly described in, the
applicant's site plan entitled, .. Variance Petition Exhibit/' dated 2004. This site
plan is included as Exhibit A; ,
2. If the residential dwelling strUcture is destroyed for any reason. to an extent equal to
or greater than 50 pcrce,nt of the actual replacement cost of the structure at the time
of its destruction. aU reconstruction of the strncture and accessory structures must
conform to the provisions of the Land Development Code in effect at the time of
reconstruction.
Exhibit B
7 A ..... ~.~
',.~ . .
. . ."< ',: :
January 13,2005
Attn: Pam
Naples Daily News
1075 Central Avenue
Naples, FL 34102
Re: Petition V A-2004-AR-6793 Gutierrez
Dear Pam:
Please advertise the above referenced petition on Sunday, January 23,2005 and
kindly send the Affidavit of Publication, in duplicate, together with charges involved
to this office.
Thank you.
Sincerely,
Linda A. Houtzer
Deputy Clerk
P.O.lAccount # 113-138312-649110
r 7A
""
NOTICE OF PUBLIC HEARING
Notice is hereby given that the Board of County Commissioners of
Collier County will hold a public hearing on Tuesday, February 8,
2005, in the Boardroom, 3rd Floor, Administration Building, Collier
County Government Center, 3301 East Tamiami Trail, Naples,
Florida. The meeting will begin at 9:00 A.M.
The Board will consider Petition VA-2004-AR-6793, Leobardo and
Maritza Gutierrez, represented by Daniel Peck, of Peck & Peck, are
requesting a 6-foot after-the-fact front yard setback variance
from the required 75 feet, leaving a 69 foot front yard to allow
the already poured house slab to be utilized under building permit
#2002090941. The subject property is located in the "E" Estates
Zoning District at 1815 47th Avenue N.E., Section 12, Township 48
South, Range 27 East, Collier County, Florida.
NOTE: All Persons wishing to speak on any agenda item must
register with the County Administrator prior to presentation of
the agenda item to be addressed. Individual speakers will be
limited to 5 minutes on any item. The selection of an individual
to speak on behalf of an organization or group is encouraged. If
recognized by the Chair, a spokesperson for a group or
organization may be allotted 10 minutes to speak on an item.
Persons wishing to have written or graphic materials included in
the Board agenda packets must submit said material a minimum of 3
weeks prior to the respective public hearing. In any case,
written materials intended to be considered by the Board shall be
submitted to the appropriate County staff a minimum of seven days
prior to the public hearing. All material used in presentations
before the Board will become a permanent part of the record.
Any person who decides to appeal a decision of the Board will need
a record of the proceedings pertaining thereto and therefore, may
need to ensure that a verbatim record of the proceedings is made,
which record includes the testimony and evidence upon which the
appeal is based.
BOARD OF COUNTY COMMISISONERS
COLLIER COUNTY, FLORIDA
FRED COYLE, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: Linda A. Houtzer, Deputy Clerk
Dwight E. Brock
Clerk of Courts
'Coiipty-of-G~~lier
~ ,....... 1
CLERK OF THE CIRCUIT COURT
COLLIER COUNTY~'-.' ,UR~OUSE
3301 TAMIAMI L EA'tT
. ): '.
. P.O. BOX 4 ~044 \
NAPLES, FLORIDA ~101-3~4
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Clerk of Courts
Accountant
Auditor
Custodian of County Funds
January 13,2005
Leobardo and Maritza Gutierrez
4885 12th Street NE
Naples, Florida 34120
Re: Notice of Public Hearing to consider Petition
V A-2004-AR-6793 - Gutierrez
Dear Petitioner:
Please be advised that the above referenced petition will be considered by
the Board of County Commissioners on Tuesday, February 8, 2005, as
indicated on the enclosed notice. The legal notice pertaining to this petition
will be published in the Naples Daily News on Sunday, January 23, 2005.
You are invited to attend this public hearing.
Sincerely,
DWIGHT E. BROCK, CLERK
~a.~vultiG
Linda A. Houtzer, Deputy Clerk
Enclosure
Phone - (239) 732-2646
Website: www.c1erk.collier.fl.us
Fax - (239) 775-2755
Email: collierclerk@c1erk.collier.fl.us
Dwight E. Brock
Clerk of Courts
'Gouiity-of-G(l)llier
~~ ~'."., \
CLERK OF THE (jIRCtTIT COURT
, \
COLLIER COUNTY CpURTkoUSE
3301 TAMIAMI TRAIL EA~T
.' P.O. BOX 4f~044 \
NAPLES, FLORIDA ~~101-3044
....1 '.
V<';l, I
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Clerk of Courts
Accountant
Auditor
Custodian of County Funds
;"_.'b'.
""\',_f
- /'
January 13, 2005
Daniel D. Peck
Peck and Peck, Attorneys at Law
5801 Pelican Bay Blvd., Suite 103
Naples, Florida 34108
Re: Notice of Public Hearing to consider Petition
V A-2004-AR-6793 - Gutierrez
Dear Petitioner:
Please be advised that the above referenced petition will be considered by
the Board of County Commissioners on Tuesday, February 8, 2005, as
indicated on the enclosed notice. The legal notice pertaining to this petition
will be published in the Naples Daily News on Sunday, January 23, 2005.
You are invited to attend this public hearing.
Sincerely,
DWIGHT E. BROCK, CLERK
~a.~(k.
Linda A. Houtzer, Deputy Clerk
Enclosure
Phone - (239) 732-2646
Website: www.clerk.collier.fl.us
Fax - (239) 775-2755
Email: collierclerk@clerk.collier.fl.us
.. 7 A .'~ ~
il
.t:inda.J1.. :J-IOutzer
from:
Sent-
70:
Suiject-
.t:inda .J1.. :J-IOutzer
.Trida~ January 14, 2005 7-'57 .J1...M
.t:egalS (I-mail)
Y.J1. -2004 -.J1.R. -6793
(iood ~r.{ornlng,
T{ease d[{verllse [fie aUf..uJieJnotice on .)'unday, Jail Lhlry 23, 200S.
~ ~
Ii A-2004-AR-6793,dJ A-2004-AR-6793 ,d
oc oc
1(y01l fif..lve any quesUons,p(ease caft774-S411.
Thank you,
Lind;;l
,'Minutes and 'Record.;'
1
Linda Yl. :JIOutzer
· 7 A ,.~..
,01'.
from:
Sent.
70:
Suo/eet-
yostmaster@cferk.cofller:ll:us
frida~ January .l4J 2005 7-'57 ..Jl.J71
Linda Yl. :JIOutzer
:Delivery Status ..NOt!fication (:Relay)
1.2:'~
B
r.....-.....-_._-~-.. '.7-1
U
ATT06753.txt
V A-2004-AR-6793
'Tfus Is an au to m.C1!tca{l14 H(~l1er(.llec{T)enver\.f Slatus .'Noli{icdtion.
your messa,qe lias been success/i.Lllt! rel~1\jedto tI-iej(){Dnvin{lJccfpients, hut the requesteddcJtn'ery
slatus nO/lflcatlOns me-HI not {1e flcJ1cratccIby the d()sUnatlOn,
IC[ld [\.((Vna.p{cs11 elt'S. com
1
t 7 A
.Linda A. :JIOutzer
frmn:
Sent:
70:
Suiject.
System Administrator /jJostmaster@nqptesnews.comJ
friday, January .l4~ 2005 7-'55 .A.JJ1
.Linda A. :JIOutzer
:Delivered: 1/A-2004-A:R-6793
r;::~~~;1
L:..J
V A-2004-AR-6793
<<,\'jL-2()(Q-j\R.-6793>> your mcssaflc
'Ie): LeBa!s ('[-maiO
S' u t1WC L'V_,~4 -:.!() ()4 -_,~4R -6793
Sent: ,Tri, 14 Jan 20()S 07:S7:16 -Os()()
was d'eCivere({to 1.I1ef()fl;nvinfl recipient(s):
(eflt-Irs 011 fri. 14.Tan 2005 07:55:2(-; -osoo
1
V A-2004-AR-6793
Linda A. Houtzer
From: Perrell, Pamela [paperrell@naplesnews.com]
Sent: Friday, January 14, 2005 8:09 AM
To: Linda A. Houtzer
Subject: RE: V A-2004-AR-6793
OK
-----Original Message-----
From: Linda A. Houtzer [mailto:Linda.Houtzer@c1erk.collier.fl.us]
Sent: Friday, January 14, 20057:57 AM
To: Legals (E-mail)
Subject: VA-2004-AR-6793
Goo,..{:fvtonlll1g,
'please ~7({verlise the alladiedlwtice on SU/1L[CIY, }alHLayy 23, 2005.
<<V A-2004-AR-6793.doc>> <<V A-2004-AR-6793.doc>>
If you flave any questuJ/ls,pleasc (a0774-8411.
Ih d Ilk you,
L i niIa
:A-l in LI les an ~{1\c,'ord~'
1/1412005
Page 1 of 1
If
7A
'.,.. .'.'
FW: Gutierrez Variance V A-2004-AR-6793
Page 1 of 1
7A 'l1~
Patricia L. Morgan
From: Brock, Mary
Sent: Tuesday, January 18, 200510:06 AM
To: Minutes and Records
Subject: FW: Gutierrez Variance V A-2004-AR-6793
FYI, MJ
From: meyer_r
Sent: Tuesday, January 18, 2005 9:39 AM
To: johnson_c; brock_m; martin_c; phillips_s; bellows_r
Subject: Gutierrez Variance VA-2004-AR-6793
The applicants representative failed to provide proper notice for this project ( the sign was never approved, then
the wrong sign was put up) therefore we will have to continue the hearing to February 3,2005 with a February 24
BCC date.
Thanks, Robin
1/18/2005
r. 7A
-;."'..':':~
.Linda JI. :J-IOutzer
from:
Sent:
70:
Suo/eet:
.Linda JI. :J-IOutzer
7itesdaJh January ./~ 2005 ./.'2./ :PM
.LegalS (I-mail)
:KILL {iutierrez "Variance
:Iit Tarn
Please Xl.!.! tlie Jlotice that1vas to nm on Sunaay, January 23, 2005. The mee/ ing drIle lias been
cliallfJC({~1I1dlve 1vLl(needto re-scnd !fie intorma/lOn with the correc/ d(.lIe.
If you have GIny questiolls, y{i:~~1se C(lf( 774-8411.
'Thank you,
.Ltnd(.1
:^"111l utes an ({ l{ccorcL~'
1
L:inda A, .:J-IOutzer
7A
.."IIIlIt
from:
Sent'
70:
Suiject:
System Administrator (postmaster@nqptesnews.comJ
7Uesda~ January ./~ 2005 ./.'20 :PM
L:inda A. .:J-IOutzer
Vetlvered: X7L:L: {iutierrez 'Variance
I'J. ........1
U
KILL Gutierrez
Variance
<<:KILL' (7'lItierrezl.'ayia/1.((>>> \jour r!leSSL1{W
To: Let]L1 I~' (1:.'-maiO
Sul-iwct: :'A.ILL GuUenez v'driance
Senl: Tue. 18] a /1. 200S 13:21 :o(i -Os()()
lvas deaver-eLf lo the jiJ(Zinvinfl Yecipient(~):
(e{7dC,' on rue, IS .Ian 20()S 1,:20:0S -0500
1
Linda A. Yfoutzer
~~ 7 A
..:.41 ,_.~
from:
Sent:
70:
Suiject.
yostmaster@c!erk.collier:lfus
7itesda}h January ./~ 2005 ./.'22 :PM
Linda A. .:JIOutzer
vetlvery Status .NOt!fication (:Relay)
l~
r:~~l
L::.J
ATT28918,txt
KILL Gutierrez
Variance
ThIS is l.m. al1toma./rcafry gcncratedDeflvery Statl1s'Notificalio11.
l/our message has /1cen sllccessli,Llhl rel~1\fi!({to thej(]{((lIvil1[} recipients, hut the reqw'stedd(>llven..f
'tatus llotl/lcaUons may rIOt {1C f/eneratedl1y the l.-{('sUnaUon. .
leBa (s!CCI1l.-~p[(:snelv s. com
1
KILL Gutierrez Variance
Page 1 of 1
r7A
Linda A. Houtzer
From: Perrell, Pamela [paperrell@naplesnews.com]
Sent: Tuesday, January 18, 2005 1 :51 PM
To: Linda A. Houtzer
Subject: RE: KILL Gutierrez Variance
OK (When you need to kill these, please reference the Petition No. It makes it easier to look up.)
Thanks - Pam
-----Original Message-----
From: Linda A. Houtzer [mailto:Linda,Houtzer@c1erk.collier.fl.us]
Sent: Tuesday, January 18, 2005 1:21 PM
To: Legals (E-mail)
Subject: KILL Gutierrez Variance
:Jli 1) an1
1)/(Jase :K1LI.. tlie nol1ce llia/1vas to run on Sunday, January 23, 2005. Tliemeeting dale
Ilas heen di~1I1[ledc1l1d,l'c will need to ye-sem{ tile mf()nnation lvilli the correct drlle.
IF YOLl {lave any questions, 'please cafr 774-8411.
Thank you,
1..' i nc(a
.~I'vl in utes ane( 1Zec()rd~'
1/1812005
? ~ . ~ ......}.\:
January 18, 2005
Attn: Pam
Naples Daily News
1075 Central Avenue
Naples, FL 34102
Re: Petition V A-2004-AR-6793 Gutierrez
Dear Pam:
Please advertise the above referenced petition on Sunday, February 6, 2005 and
kindly send the Affidavit of Publication, in duplicate, together with charges involved
to this office.
Thank you.
Sincerely,
Linda A. Houtzer
Deputy Clerk
P.O./Account # 113-138312-649110
7A
....~~ ....
NOTICE OF PUBLIC HEARING
Notice is hereby given that the Board of County Commissioners of
Collier County will hold a public hearing on Tuesday, February 22,
2005, in the Boardroom, 3rd Floor, Administration Building, Collier
County Government Center, 3301 East Tamiami Trail, Naples,
Florida. The meeting will begin at 9:00 A.M.
The Board will consider Petition VA-2004-AR-6793, Leobardo and
Maritza Gutierrez, represented by Daniel Peck, of Peck & Peck, are
requesting a 6-foot after-the-fact front yard setback variance
from the required 75 feet, leaving a 69 foot front yard to allow
the already poured house slab to be utilized under building per.mit
#2002090941. The subject property is located in the "En Estates
Zoning District at 1815 47th Avenue N.E., Section 12, Township 48
South, Range 27 East, Collier County, Florida.
NOTE: All Persons wishing to speak on any agenda item must
register with the County Administrator prior to presentation of
the agenda item to be addressed. Individual speakers will be
limited to 5 minutes on any item. The selection of an individual
to speak on behalf of an organization or group is encouraged. If
recognized by the Chair, a spokesperson for a group or
organization may be allotted 10 minutes to speak on an item.
Persons wishing to have written or graphic materials included in
the Board agenda packets must submit said material a minimum of 3
weeks prior to the respective public hearing. In any case,
written materials intended to be considered by the Board shall be
submitted to the appropriate County staff a minimum of seven days
prior to the public hearing. All material used in presentations
before the Board will become a permanent part of the record.
Any person who decides to appeal a decision of the Board will need
a record of the proceedings pertaining thereto and therefore, may
need to ensure that a verbatim record of the proceedings is made,
which record includes the testimony and evidence upon which the
appeal is based.
BOARD OF COUNTY COMMISISONERS
COLLIER COUNTY, FLORIDA
FRED COYLE, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: Linda A. Houtzer, Deputy Clerk
Dwight E. Brock
Clerk of Courts
CoiiJitym0 f-C.ul.lier
CLERK OF THE"GI~C"QIT COURT
COLLIER COUNTY 9<?URTt~;oUSE
330LTAMIAMI TRAIL EA;ST
. P.O. BOX 4i~044 \,
NAPLES, FLORIDA ~~~101-3044
...., '-
v/ I
7A
~ ,
....... ~ i-\:~
"-'-'-h~-~:/..
Clerk of Courts
Accountant
Auditor
Custodian of County Funds
\'J _}
January 18, 2005
Daniel D. Peck
Peck and Peck, Attorneys at Law
5801 Pelican Bay Blvd., Suite 103
Naples, Florida 34108
Re: Notice of Public Hearing to consider Petition
V A-2004-AR-6793 - Gutierrez
Dear Petitioner:
Please be advised that the above referenced petition will be considered by
the Board of County Commissioners on Tuesday, February 22,2005, as
indicated on the enclosed notice. The legal notice pertaining to this petition
will be published in the Naples Daily News on Sunday, February 6, 2005.
You are invited to attend this public hearing.
Sincerely,
D~GHTE.BROCK,CLERK
~a.~.6(!.'
Linda A. Houtzer, Deputy Clerk
Enclosure
Phone - (239) 732-2646
Website: www.c1erk.collier.fl.us
Fax - (239) 775-2755
Email: collierclerk@c1erk.collier.fl.us
Dwight E. Brock
Clerk of Courts
'C()'~!j.fy..~fCO'~~ier
CLERK. OF THE CIRCUIT COURT
COLLIER COUNTY'CpURTtt,ODSE
330LTAMIAMI ~IL EA~T
. P.O. BOX 4f~044 '\
NAPLES, FLORlDA ~~IOl-3044
"" i
~/ I
'::l<\, ~J
- ,-
~. 7 A
-:.-
Clerk of Courts
Accountant
Auditor
Custodian of County Funds
January 18, 2005
Leobardo and Maritza Gutierrez
4885 12th Street NE
Naples, Florida 34120
Re: Notice of Public Hearing to consider Petition
V A-2004-AR-6793 - Gutierrez
Dear Petitioner:
Please be advised that the above referenced petition will be considered by
the Board of County Commissioners on Tuesday, February 22, 2005, as
indicated on the enclosed notice. The legal notice pertaining to this petition
will be published in the Naples Daily News on Sunday, February 6,2005.
You are invited to attend this public hearing.
Sincerely,
DWIGHT E. BROCK, CLERK
~t2~,k.
Linda A. Houtzer, Deputy Clerk
Enclosure
Phone - (239) 732-2646
Website: www.clerk.collier.fl.us
Fax - (239) 775-2755
Email: collierclerk@clerk.collier.fl.us
Linda ..:4.. YIOutzer
7A
..:.....i\
. ~"
from:
Sent:
70:
suiject:
Linda ..:4.. YIOutzer
Titesda~ January .l~ 2005 2:00 PM
LegalS (I-mail)
Y..:4. -2004-..:4.:R-6793
:Heao,
l'{CC;L\e u(fvertise tlie aUacfiec{ 110[[((' on Su nday, .Tel7nlary (1. 2005.
~ ~
\I A-2004-AR-6793.0/ A-2004-AR-6793.d
oc oc
1./ ~/Oll {i"lve al1Y questions. please calr774-8411.
Thank you,
L in dc;z
:^,UI11Ites and lwcord.;'
1
.. 7 A
~ '''.~
Linda ..:4. :J-IOutzer
from:
Sent:
70:
Suiject:
yostmaster@cterli.collierJfus
:Titesda~ January ./8, 2005 2:00 PM
Linda ..:4. :J-IOutzer
:Delivery Status .NOt!fication (Retay)
[~
B-'"
., ,"
",-'"
ATT29242.txt
V A-2004-AR-6793
'This is an Gllltoma./lcafry generatc(('l.)efh'ery Status .'Nc1tificalion.
VOUr 1'1wssage {i{.-l..\ been sl/cces.,::"1iLlh.{ rel~7\jedto thef()([(nvil1fl recipients. hut the reql/es!eddcnveY~{
stalus notificatIOns' 'may no! {1e peneratedby U.ie d('sUnaUon,
(efl"7 L~'((l:n{.-~p{esn ews. com
1
.finda A. :JIOutzer
7A
.... , "~
from:
Sent-
70:
Suo/eet.
System Administrator (jJostmaster@nt!;Ptesnews.eomJ
7Uesda~ January I~ 2005 I.'58 PM
.finda A. :JIOutzer
:Delivered: Y A -2004-A:R-6793
B,,',
" :.-
'''..../
V A-2004-AR-6793
<<'VA-2004-jlR.-6793>>}jOUY messaf]c
T(y: Lc{]af;- ('E-maiO
sUl?iect: V_~1-.!()()4-.~1R--6793
Sent: Tue. /8 Jan 2()()S /3:59:57 -OS()()
was ([divcrec{ 1:0 the f()fl;nvin{] recipwn I(s):
(enaL.;.. on 'Ii./{!, /8 .Ian 2()()5 /3:57-'56 -()5()()
1
V A-2004-AR-6793
Page 1 of 1
~.
7A
,.,...:O:I?\
Linda A. Houtzer
From:
Sent:
To:
Perrell, Pamela [paperrell@naplesnews.com]
Wednesday, January 19, 2005 8:02 AM
Linda A. Houtzer
Subject: RE: VA-2004-AR-6793
OK
-----Original Message-----
From: Linda A. Houtzer [mailto:Linda.Houtzer@c1erk.collier.fl.us]
Sent: Tuesday, January 18, 2005 2:00 PM
To: Legals (E-mail)
Subject: VA-2004-AR-6793
:UC[[l),
P{eCL,e ~hrvcrtise I.he attadied notice on SUnd(Hj, .,!'chruary 6, LOO.').
<<V A-2004-AR-6793.doc>> <<V A-2004-AR-6793.doc>>
Ir~/OU have an\} questions,yll?ase caf{774-8c../.ll.
'Thank you,
L i ndcl
:A1 in utes an~{ 'Record.;'
1/1912005
Heidi R. Rockhold
7A
~<<p?
From:
Sent:
To:
Subject:
meyer _r [RobinMeyer@colliergov.net]
Thursday, January 20, 20052:05 PM
Minutes and Records; Brock, Mary; Martin, Cecilia; Johnson, Connie; Filson, Sue
Gutierrez Variance, AR-6793
The above variance was originally scheduled for January 20th, however they failed to
properly post a sign on the property as per the LDC, we then tentatively rescheduled them
for February 3, with a BCC date of February 22nd. They are unable to get the required
sign installed 15 days prior to the Feb. 3 date so they are now been rescheduled for
February 17 for the CCPC and March 8 for the BCC.
Thanks,
Robin
Heidi Rockhold
Heidi R. Rockhold
~. 7A
,:dll '.;'
~,~ ...\~,
From:
Sent:
To:
Subject:
3fi Pam,
Heidi R. Rockhold
Thursday, January 20, 2005 2:43 PM
'Iegals@naplesnews.com'
Petition VA-2004-AR-6793 Gutierrez (KILL AD)
p{ease XiC.c the notice tliat was to run on Sunaay, J'e6ruary 6, 2005. '11ie meeting aate again lias
been cliangea ana we wire neea to re-sena tlie information witli tlie correct aate.
I am sorry for any confusion tliis may cause.
If you liave any questions, y{ease carr me at 732-2646 ext. 7240
'11iank yau,
3feicfi
:Minutes ana 'RecordS
Heidi Rockhold
7A
f!!>lW..~
"... q.
,': ..f
. ..
Heidi R. Rockhold
From:
Sent:
To:
Subject:
postmaster@clerk.collier.fl.us
Thursday, January 20, 2005 2:43 PM
Heidi R. Rockhold
Delivery Status Notification (Relay)
I~
A TT61375. txt Petition
.2004-AR-6793 Guti
This is an automatically generated Delivery Status Notification.
Your message has been successfully relayed to the following recipients, but the requested
delivery status notifications may not be generated by the destination.
legals@naplesnews.com
Heidi Rockhold
Heidi R. Rockhold
'7 A " ;;..,.,
From:
Sent:
To:
Subject:
System Administrator [postmaster@naplesnews.com]
Thursday, January 20, 2005 2:41 PM
Heidi R. Rockhold
Delivered: Petition VA-2004-AR-6793 Gutierrez (KILL AD)
r::-.7--;1
L.J
Petition
-2004-AR-6793 Guti
<<petition VA-2004-AR-6793 Gutierrez (KILL AD)>> Your message
To: legals@naplesnews.com
Subject: petition VA-2004-AR-6793 Gutierrez (KILL AD)
Sent: Thu, 20 Jan 2005 14:42:49 -0500
was delivered to the following recipient(s}:
legals on Thu, 20 Jan 2005 14:40:38 -0500
Heidi Rockhold
Petition V A-2004-AR-6793 Gutierrez (KILL AD)
Page 1 of 1
7 A i"- "1
Heidi R. Rockhold
From: Perrell, Pamela [paperrell@naplesnews.com]
Sent: Thursday, January 20, 20052:52 PM
To: Heidi R. Rockhold
Subject: RE: Petition VA-2004-AR-6793 Gutierrez (KILL AD)
Yes this is causing confusion. I don't have time to keep doing these over and over. PLEASE make sure the next
one is the final one. You just can't imagine how busy we are. It's hard enough doing them once, but this is very
bad. PLEASE HELP!!!!!
Thanks - Pam
-----Original Message-----
From: Heidi R. Rockhold [mailto:Heidi.Rockhold@derk.collier.fl.us]
Sent: Thursday, January 20, 2005 2:43 PM
To: legals@naplesnews.com
Subject: Petition VA-2004-AR-6793 Gutierrez (KILL AD)
J{i Pam,
Pfease:K.iJd: the notice that was to run on Sunaay, :JefJruary 6, 2005. 'l1ie meeting d'ate
again fias fJeen changea ana we wire neea to re-sena tfie information with tfie correct
d'ate.
I am sorry for any confusion this may cause.
If you have any questions, y{ease carr me at 732-2646 ext. 7240
'l"Mnk you,
J{eidt
:Minutes ana 'Re cordS
1/20/2005
y 1A
,.-,. "
..."!,..,,
January 20, 2005
Attn: Pam
Naples Daily News
1075 Central Avenue
Naples, FL 34102
Re: Petition V A-2004-AR-6793 Gutierrez
Dear Pam:
Please advertise the above referenced petition on Sunday, February 20, 2005 and
kindly send the Affidavit of Publication, in duplicate, together with charges involved
to this office.
Thank you.
Sincerely,
Heidi R. Rockhold,
Deputy Clerk
P.O.!Account # 113-138312-649110
7A
NOTICE OF PUBLIC HEARING
Notice is hereby given that the Board of County Commissioners of
Collier County will hold a public hearing on Tuesday, March 8,
2005, in the Boardroom, 3rd Floor, Administration Building, Collier
County Government Center, 3301 East Tamiami Trail, Naples,
Florida. The meeting will begin at 9:00 A.M.
The Board will consider Petition VA-2004-AR-6793, Leobardo and
Maritza Gutierrez, represented by Daniel Peck, of Peck & Peck, are
requesting a 6-foot after-the-fact front yard setback variance
from the required 75 feet, leaving a 69 foot front yard to allow
the already poured house slab to be utilized under building per.mit
#2002090941. The subject property is located in the "En Estates
Zoning District at 1815 47th Avenue N.E., Section 12, Township 48
South, Range 27 East, Collier County, Florida.
NOTE: All Persons wishing to speak on any agenda item must
register with the County Administrator prior to presentation of
the agenda item to be addressed. Individual speakers will be
limited to 5 minutes on any item. The selection of an individual
to speak on behalf of an organization or group is encouraged. If
recognized by the Chair, a spokesperson for a group or
organization may be allotted 10 minutes to speak on an item.
Persons wishing to have written or graphic materials included in
the Board agenda packets must submit said material a minimum of 3
weeks prior to the respective public hearing. In any case,
written materials intended to be considered by the Board shall be
submitted to the appropriate County staff a minimum of seven days
prior to the public hearing. All material used in presentations
before the Board will become a permanent part of the record.
Any person who decides to appeal a decision of the Board will need
a record of the proceedings pertaining thereto and therefore, may
need to ensure that a verbatim record of the proceedings is made,
which record includes the testimony and evidence upon which the
appeal is based.
BOARD OF COUNTY COMMISISONERS
COLLIER COUNTY, FLORIDA
FRED COYLE, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: Heidi R. Rockhold, Deputy Clerk
'7A
Dwight E. Brock
Clerk of Courts
.~eupt~-ofe611ier
CLERK OF THE CIRCUIT COURT
COLLIER COUNTY COURTHOUSE
3301 TAMIAMI TRAIL EAST
. P.O. BOX4l:3044
NAPLES, FLORIDA 3~101-3044
-:f
~;,.ii
,,1:"":
Clerk of Courts
Accountant
Auditor
Custodian of County Funds
January 20, 2005
Leobardo and Maritza Gutierrez
4885 12th Street NE
Naples, Florida 34120
Re: Notice of Public Hearing to consider Petition
V A-2004-AR-6793 - Gutierrez
Dear Petitioner:
Please be advised that the above referenced petition will be considered by
the Board of County Commissioners on Tuesday, March 8, 2005, as
indicated on the enclosed notice. The legal notice pertaining to this petition
will be published in the Naples Daily News on Sunday, February 20, 2005.
You are invited to attend this public hearing.
Sincerely,
DWIGHT E. BROCK, CLERK
Wwit. Q. OpeJ:A~, IJc
~di R. Rockhold, Deputy Clerk
Enclosure
Phone-(239) 732-2646
Website- www.clerk.collier.fl.us
Fax-(239) 775-2755
Email-collierclerk@clerk..collier.fl.us
7A
M.Hl,
:.,-
Dwight E. Brock
Clerk of Courts
~0upty_of eollier
CLERK OF THE CIRCUIT COURT
COLLIER COUNTY COURTHOUSE
3301 TAMIAMI TRAIL EAST
. P.O. BOX 4i3044
NAPLES, FLORIDA 34101-3044
Clerk of Courts
Accountant
Auditor
Custodian of County Funds
January 20, 2005
Daniel D. Peck
Peck and Peck, Attorneys at Law
5801 Pelican Bay Blvd., Suite 103
Naples, Florida 34108
Re: Notice of Public Hearing to consider Petition
V A-2004-AR-6793 - Gutierrez
Dear Petitioner:
Please be advised that the above referenced petition will be considered by
the Board of County Commissioners on Tuesday, March 8, 2005, as
indicated on the enclosed notice. The legal notice pertaining to this petition
will be published in the Naples Daily News on Sunday, February 20, 2005.
You are invited to attend this public hearing.
Sincerely,
DWIGHT E. BROCK, CLERK
-. Q-g~{)~
eidi R. Rockhold, Deputy Clerk
Enclosure
Phone-(239) 732-2646
Website- www.c1erk.collier.fl.us
Fax-(239)775-2755
Email- collierclerk@clerk.collier.fl.us
Heidi R. Rockhold
; 7A
. .
From:
Sent:
To:
Subject:
3fi Pam,
Heidi R. Rockhold
Thursday, January 20, 2005 2:53 PM
'Iegals@naplesnews.com'
Petition V A-2004-AR-6793 Gutierrez
p{ease aavertise tfie attacfiea notice on Sunaay, :Jefrruary 20, 2005.
6[J ~
II A-2004-AR-6793.6J A-2004-AR-6793.d
DC
DC
If you fiave any questions, p(ease ca(( me at 732-2646 ext. 7240.
'l1iank you,
3feUfi,
:Minutes ana'Recoras
Heidi Rockhold
7A
::~ '1
.
Heidi R. Rockhold
From:
Sent:
To:
Subject:
postmaster@clerk.collier.fl.us
Thursday, January 20,20052:53 PM
Heidi R. Rockhold
Delivery Status Notification (Relay)
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ATT61509.txt
Petition
.2004-AR-6793 Guti
This is an automatically generated Delivery Status Notification.
Your message has been successfully relayed to the following recipients, but the requested
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legals@naplesnews.com
Heidi Rockhold
Heidi R. Rockhold
f' 7 A
From:
Sent:
To:
Subject:
System Administrator [postmaster@naplesnews.com]
Thursday, January 20, 20052:51 PM
Heidi R. Rockhold
Delivered: Petition VA-2004-AR-6793 Gutierrez
R/1
L::J
Petition
-2004-AR-6793 Guti
<<petition VA-2004-AR-6793 Gutierrez>> Your message
To: legals@naplesnews.com
Subject: Petition VA-2004-AR-6793 Gutierrez
Sent: Thu, 20 Jan 2005 14:53:04 -0500
was delivered to the following recipient{s):
legals on Thu, 20 Jan 2005 14:50:54 -0500
Heidi Rockhold
Petition V A-2004-AR-6793 Gutierrez
Page 1 of 1
Heidi R. Rockhold
0-7/'" '.
";<
..' ~,
From: Perrell, Pamela [paperrell@naplesnews.com]
Sent: Thursday, January 20, 20053:51 PM
To: Heidi R. Rockhold
Subject: RE: Petition V A-2004-AR-6793 Gutierrez
OK - I went on and put it in. If it should change again (God help us!), call me, we'll just change the dates.
Thanks - Pam
-----Original Message-----
From: Heidi R. Rockhold [mailto:Heidi.Rockhold@c1erk.collier.fl.us]
Sent: ThursdaYI January 20, 2005 2:53 PM
To: legals@naplesnews.com
Subject: Petition VA-2004-AR-6793 Gutierrez
:Jfi Pam,
P{ease aavertise tfie attacfiea notice on Sunaay, :February 20, 2005.
<<V A-2004-AR-6793.doc>> <<V A-2004-AR-6793.doc>>
If you nave any questions, yfease ca{{ me at 732-2646 ext. 7240.
71iani you,
:JfeUfi.,
:Minutes ana 'RecordS
1120/2005
7A
c
Ann P. Jennejohn
From:
Sent:
To:
Deselem, Kay
Wednesday, February 09, 20054:00 PM
Bedtelyon, Linda; Bellows, Ray; Brock, Mary; DerenceLea; Filson, Sue; hoffmaneleanor;
Johnson, Connie; LeaSandra; Martin, Cecilia; Minutes and Records; Murray, Susan;
phonelog; Student, Marjorie; KleinTamara; White, Patrick
Bembridge PUD, PUDZ-A-2004-AR-5998 for 3/8/05 BCC
Subject:
The petitioner has asked for an indefinite continuance.
Kay Deselem, AICP
Principal Planner
Dept of Zoning & Land Development Review
Collier County Government
2800 N. Horseshoe Drive
Naples, FL 34104
Phone: 239-213-2931
Fax: 239-213-2916
1
Naples Daily News
Naples, FL 34102
Affidavit of Publication
Naples Daily News
--------------------------------------------------+-------------------------
BOARD OF COUNTY COMMISSIONERS
CHERI LEFARA
PO BOX 413016
NAPLES FL 34101-3016
REFERENCE: 001230
58981806
113138312649110
VA-2004-AR-6793NOTIC
State of Florida
County of Collier
Before the undersigned authority, personally
appeared B. Lamb, who on oath says that she serves
as Assistant Corporate Secretary of the Naples
Daily News, a daily newspaper published at Naples,
in Collier County, Florida: that the attached
copy of advertising was published in said
newspaper on dates listed.
Affiant further says that the said Naples Daily
News is a newspaper published at Naples, in said
Collier County, Florida, and that the said
newspaper has heretofore been continuously
published in said Collier County, Florida, each
day and has been entered as second class mail
matter at the post office in Naples, in said
Collier County, Florida, for a period of 1 year
next preceding the first publication of the
attached copy of advertisement; and affiant
further says that she has neither paid nor
promised any person, firm or corporation any
discount, rebate, commission or refund for the
purpose of securing this advertisement for
publiction in the said newspaper.
PUBLISHED ON: 02/20
108.000 INCH
02/21/05
---------------------------)----~-------------+-------------------------
Signature of Affiant ~ .
Sworn to and Subscribed ~efore me th~s n((~day Xf ~~
Personally known by me d'd<'" ,11 dL-v<:J~
AD SPACE:
FILED ON:
20~5
..':,~}~'r~~:;-~ tlarriett Ilushong .'
}' (~ "~';~ k'N COMMiSSION I! ~)D2.3.\6b) E)("iRi
--:n:.:.~)~~:8~f-... !ur! '1,1 (Ol~
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7A
VA~AR-6793
pu:8c'4
Notice IshetQy given
that the BOard cif COUnty
Commlssloner'~Qf Col
Iier County will hold
I!ublk: hearing on Tues.
itay, March 8,2oqS. 11'1
the Boardroll.m. 3rd
Floor, Administration
Bulldino. co1ller CountY
Government Center,
3301 hit TamllUl'll Trail.
Naples. Florid.. The
meeting wtllbe,ln at
9:00 A.M,
The Board will consider
Petition V A'20U.IIR.
6793. Leobardo and
I Marltia Gutierrez. ~
. sented by. Daniel 'Peck.
of Peck & Pec;k, are reo
quettlng .. 6-foot .fter.
the.fac:t front llarel set.
back variance from the
required 75 feet. leaving
a 69 foot front yard to
allow the already
poured house slab to be
utlllncf lmdwr '1)lJIldlng
permit #2002090941.
The subject property Is
located In the "E" Es.
tates Zoning District at
1815 47th Avenue N.E.. i
Section 12, Township 48
South, Range 27 East,
Collier County. FlOi1da.
NOTE: All Persons wish.
Ing to speak on any
agenda Item must regis-
ter with the county Ad-
ministrator prior to pre-
sentation of tile agenda
I Item to be addressed.
I Individual speakers will
be limited to 5 minutes
on anll Item. The selec.
tlon of an Individual' to
speak on behalf of an
organization or aroup Is
encouraged. If recog.
nlzed by the Chair. a
spokesperson for a
group or organization
may be allotted 10 min-
utes to speak on an
Item.
Persons wishing to
have written or gniDhlc
materials included .In
the Board agenda pack.
ets must submit said
material a minImUm of 3
weeks prior to the re-
spective public hearing.
In any case, written me-I
terlals Intended to be i
considered Jly .the Soilld
shneI11Jlnullmlft.., to
t e approp.rlate County
staff a minimum of sev.
en days prior to the
pUblic hearing. All ma-
terial used In presenta-
tions before the Board
will become a perma-
nent part of the record.
Any person who decid-
es to appeal a decision
of the BOard will need a
record of the proceed.
ings pertaining thereto
and therefore. may
need to ensure that a
verbatim record of the
proceedings Is made.
which record Includes
the testimony and evl-:
dence upon which the
apPllalls based.
BOARD Of COUNTY
COMMISlSONERS
COLLIER COUNTY,
FLORIDA
FRED COYLE, CHAIRMAN
DWIGHT E. BROCK.
CLERK
8y: Heidi R. Rockhold.
DeDutYClerk
~. 20 No. 914247
MEMORANDUM
r7C
Date: March 9, 2005
To: Robin Meyer, Principal Planner
From: Linda A. Houtzer, Deputy Clerk
Minutes & Records Department
Re: Resolution 2005-114
Enclosed please find one copy of the document as referenced above,
Agenda Item #7C, approved by the Board of County Commissioners on
Tuesday, March 8, 2005.
If you should have any questions, please contact me at 774-8411
Thank you
Enclosure
ReSfJ os -Ill..{
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATU~ r
Print on pink paper. Attach io original document. Original documents should be hand delivered to the Board Oftice. The completed roulll1g s!~ 1111, original
documents are to be forwarded to the Board Oftice only after the Hoard has taken action on the item.)
ROUTING SLIP
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Complete routing lines # I through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already comf,lete with the
h . ,. d r h h . r # I h h #4 I I h kr d Ii d ' 'l (I
exception of the C airman s signature, raw a me t mugl routmg mes t rougr , complete t le c ee 1St, an Olwar to Sue Ft son .ine ~5).
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- ~-
6. Minutes and Records Clerk of Court's Office
(The primary contact is the holder ofthe onginal document pending nee approval. Normally the primary contact is the person who created/prepared the executive
summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact stalT for additional or missing
information. All original documents needing the Bce Chairman's signature are to be delivered to the BCC otlicc only alter the Bee has acted to approve the
item.)
Name of Primary Staff
Contact
Agenda Date Item was
A roved by the BCC
Type of Document
Attached
PRIMARY CONTACT INFORMATION
Phone Number
Agenda Item Number
~1
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Number of Original
Documents Attached
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Yes
(Initial)
INSTRUCTIONS & CHECKLIST
1.
Initial the Yes column or mark "N/A" in the Not Applicable column, whichever is
a pro riate.
Original document has been signedlinitialcd for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office ofthe County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State OfJicials.)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date of BCC approval of the
document or the final negotiated contract date whichever is a licable.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are required.
In most cases (some contracts are an exceptIOn). the onglIlal document and thIS routing sltp
should be provided to Sue Filson in the BeC ofJice within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee WIthin a certam
time frame or the BCe's actions are nullified. Be aware of your deadlines!
The document was approved by the BCC on , <J I). I ,j _'(.enter date) and all changes
made during the meeting have been incorporated/in the attached document. The
Count Attorne 's Office has reviewed the chan Jes, if a licabIe.
-
N/A (Not
j~ti(:abJe)
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-- -----
1: Forms/ County FOllllS/ Bee Forms/ Original Documents Routing Slip WWS Original 9.03.04. Revised 126.05, Revi,cd 2.2405
2.
3.
4.
5.
6.
RESOLUTION 05-114
A RESOLUTION OF THE BOARD OF ZONING
APPEALS OF COLLIER COUNTY RELATING TO
PETITION NUMBER V A-2004-AR-6793, FOR A 5-
FOOT AFTER-THE-FACT VARIANCE FROM THE
REQUIRED 75-FEET FOR A FRONT YARD SETBACK
TO 70-FEET ON PROPERTY HEREINAFTER
DESCRIBED IN COLLIER COUNTY, FLORIDA.
f 7C
."""
,;
WHEREAS, the Legislature of the State of Florida in Chapter 125, Florida Statutes,
has conferred on all counties in Florida the power to establish, coordinate and enforce zoning
and such business regulations as are necessary for the protection of the public; and
WHEREAS, the County pursuant thereto has adopted a Land Development Code
(LDC) (Ordinance No. 2004-41, as amended) which establishes regulations for the zoning of
particular geographic divisions of the County, among which is the granting of variances; and
WHEREAS, the Board of Zoning Appeals, being the duly elected constituted Board of
the area hereby affected, has held a public hearing after notice as in said regulations made and
provided, and has considered the advisability of a request for a 5-foot after-the-fact variance
from the required 75-foot front yard setback set forth in LDC section 2.03.01.B.l.a. to 70-feet
as shown on the attached plot plan, Exhibit "A", in an "E" Estates Zoning District for the
property hereinafter described, and has found as a matter of fact that satisfactory provision
and arrangement have been made concerning all applicable matters required by said
regulations and in accordance with Section 9.04.00 of the Zoning Regulations of said Land
Development Code for the unincorporated area of Collier County; and
WHEREAS, all interested parties have been given opportunity to be heard by this
Board in public meeting assembled, and the Board having considered all matters presented.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF ZONING
APPEALS OF COLLIER COUNTY, FLORIDA that
The Petition V A-2004-AR-6793 filed by Peck & Peck, representing Leobardo &
Maritza Gutierrez, with respect to the property hereinafter described as:
West 180 feet of Tract 49, Golden Gate Estates, Unit 60, according to
Plat thereof, recorded in Plat Book 7, Page 62 of the Public Records of
Collier County, Florida.
be and the same hereby is approved for a 5-foot after-the-fact variance from the required 75-
foot front yard setback set forth in LDC section 2.03.01.B.l.a. to 70-feet as shown on the
attached plot plan, Exhibit "A", of the "E" Zoning District wherein said property is located,
subject to the following conditions:
Exhibit "B"
Page 1 of2
7C
"'ilW
BE IT FURTHER RESOLVED that this Resolution relating to Petition Number
V A-2004-AR-6793 be recorded in the minutes of this Board.
This Resolution adopted after motion, second and majority vote.
Done this / .;-6 day of 0/17 / ~A ,2005.
BOARD OF ZONING APPEALS
COLLIER COUNTY, FLORIDA
he. BY: '1uJ- w. r ~ b
FRED W. COYLE, CH~
l
Patrick . White
Assistant County Attorney
V A-2004-AR-6793/RM/ld
Item # 1 t!--
Agenda3.a .~
Date V U-l
Page 2 of2
Date 3 q '05
Rec'd
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Conditions of Approval
Gutierrez Variance V A-2004-AR-6793
1. The variance granted is limited to the after-the-fact front yard encroachment for the
house under construction, as depicted and more particularly described in the
applicant's site plan entitled, " Variance Petition Exhibit," dated 2004. This site
plan is included as Exhibit A;
2. If the residential dwelling structure is destroyed for any reason, to an extent equal to
or greater than 50 percent of the actual replacement cost of the structure at the time
of its destruction, all reconstruction of the structure and accessory structures must
conform to the provisions of the Land Development Code in effect at the time of
reconstruction.
Exhibit B
COLLIER COUNTY FLORIDA
REQUEST FOR LEGAL ADVERTISING OF PUBLIC
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8A
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· To: Clerk to the Board: Please place the following as a:
Nonnallegal Advertisement
....*..*..........********************************...**.** ..*****.*****.****
Per on:
-------------
Petition No. (If none, give brief description): Special Cycle (Sidewalks) LDC Amendments
Date:
Originating DeptJ Div: Zoning and Land Development Review
Petitioner: (Name & Address): Susan Murray, AICP, Director, Dept. of Zoning and Land Development Review, 2800 North
Horseshoe Drive, Naples, Florida 34104
Name & Address of any person(s) to be notified by Clerk's Office: (!fmore space is needed, attach separate sheet)
Hearing before BCC --X.. BZA
Other
Requested Hearing date: 3/8/05
Based on advertisement appearing 15 days before hearing.
Newspaper(s) to be used: (Complete only if important):
XXX Naples Daily News
Other
o Legally Required
ProDosed Text: (Include le2al descriotion & common location & Size): AN ORDINANCE OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NUMBER 04-41, AS AMENDED, THE
COLLIER COUNTY LAND DEVELOPMENT CODE, WHICH INCLUDES THE COMPREHENSIVE LAND
DEVELOPMENT REGULATIONS FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA, BY
PROVIDING FOR: SECTION ONE, RECITALS; SECTION TWO, FINDINGS OF FACT; SECTION THREE, ADOPTION
OF AMENDMENTS TO THE LAND DEVELOPMENT CODE, MORE SPECIFICALLY AMENDING THE FOLLOWING:
CHAPTER 1 - GENERAL PROVISIONS, INCLUDING SEC. 1.08.02 DEFINITIONS; CHAPTER 6 - INFRASTRUCTURE
IMPROVEMENTS AND ADEQUATE PUBLIC FACILITIES REQUIREMENTS, INCLUDING SEC. 6.06.02 SIDEWALK,
BIKE LANE, AND GREENWAY REQUIREMENTS; CHAPTER 10 - APPLICATION, REVIEW, AND DECISION-MAKING
PROCEDURES, INCLUDING SEC. 10.02.03.8.1. FINAL SITE DEVELOPMENT PLAN PROCEDURE AND
REQUIREMENTS; INCLUDING ADDITION TO APPENDIX B OF A CROSS-SECTION FOR A TYPICAL GREENWAY;
SECTION FOUR, CONFLICT AND SEVERABILITY; SECTION FIVE, INCLUSION IN THE COLLIER COUNTY LAND
DEVELOPMENT CODE; AND SECTION SIX, EFFECTIVE DATE.
Does Petition Fee include advertising cost? XX Yes D No If Yes, what account should be charged for advertising costs:
113-138312-649110
Revi wed by: Approved by:
~ d;-3-6S-
.-:-- J Date
County Manager
Date
DISTRIBUTION INSTRUCTIONS
A. For bearings before BCC or BZA: Initiating person to complete one coy and obtain Division Head approval before
submitting to County Manager. Note: If legal document is involved, be sure that any necessary legal review, or request
for same, is submitted to County Attorney before submitting to County Manager. The Manager's office will distribute
copies:
o County Manager agenda file: to
Clerk's Office
D Requesting Division
D Original
B. Other hearings: Initiating Division head to approve and submit original to Clerk's Office, retaining a copy for file.
..**********...***.*.*..*.....*....*.*...................................*.................*.........**.*
FOR CLERK'S OFFICE USE ONLY:
Date Received:
Date of Public hearing:
Date Advertised:
SA
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.'. . . ~
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COLLIER COUNTY GOVERNMENT
Community Development and Environmental ServIces DlWdon
Department of Zoning and Land Development Review
2800 North Horseshoe Drive · Naples. Florida 34104
ZONING AND LAND DEVELOPMENT REVIEW
February 2,2004
Naples Daily News
1075 Central Avenue
Naples, Florida 33940
ATTENTION: LEGAL ADVERTISING
Dear Ms. Perrell:
Please publish the following public notice, for a Display, Y.. page, with map attached,
Legal Notice in your edition of February 20 , 2005, and furnish proof of publication
of each advertisement to the Collier County Development Services Building, Zoning
and Land Development Review, 2800 North Horseshoe Drive, Naples, Florida
34104, Attention: Cecilia Martin.
PLEASE SEND DUPICATE ORIGINAL to Patrick G. White, Esquire, ACA, Collier
County Attorneys Office, 2800 North Horseshoe Drive, Suite 300, Naples, Florida
34104.
March 8, 2005
BCC PUBLIC HEARING
NOTICE OF INTENT TO ADOPT AN ORDINANCE
AMENDING THE LAND DEVELOPMENT CODE
Notice is hereby given that on March 8, 2005, at 9:00 A.M., in the Board of County
Commissioners Meeting Room, 3rd Floor, Harmon Turner Building "F," Collier County
Government Center, 3301 East Tamiami Trail, Naples, Florida, the Board of County
Commissioners, proposes to take under advisement an ordinance amending the Collier
County Land Development Code, the title of which is as follows:
AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,
FLORIDA, AMENDING ORDINANCE NUMBER 04-41, AS AMENDED, THE COLLIER
COUNTY LAND DEVELOPMENT CODE, WHICH INCLUDES THE COMPREHENSIVE LAND
DEVELOPMENT REGULATIONS FOR THE UNINCORPORATED AREA OF COLLIER
COUNTY, FLORIDA, BY PROVIDING FOR: SECTION ONE, RECITALS; SECTION TWO,
FINDINGS OF FACT; SECTION THREE, ADOPTION OF AMENDMENTS TO THE LAND
DEVELOPMENT CODE, MORE SPECIFICALLY AMENDING THE FOLLOWING: CHAPTER 1 -
GENERAL PROVISIONS, INCLUDING SEC. 1.08.02 DEFINITIONS; CHAPTER 6 -
INFRASTRUCTURE IMPROVEMENTS AND ADEQUATE PUBLIC FACILITIES
REQUIREMENTS, INCLUDING SEC. 6.06.02 SIDEWALK, BIKE LANE, AND GREENWAY
REQUIREMENTS; CHAPTER 10 - APPLICATION, REVIEW, AND DECISION-MAKING
Phone (239)403-2400
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Fax (239) 643-6968 or (239) 213-2913
www.colIiergov.net
SA
.,~~ 0'1.
PROCEDURES, INCLUDING SEC. 10.02.03.B.1. FINAL SITE DEVELOPMENT PLAN
PROCEDURE AND REQUIREMENTS; INCLUDING ADDITION TO APPENDIX B OF A
CROSS-SECTION FOR A TYPICAL GREENWAY; SECTION FOUR, CONFLICT AND
SEVERABILITY; SECTION FIVE, INCLUSION IN THE COLLIER COUNTY LAND
DEVELOPMENT CODE; AND SECTION SIX, EFFECTIVE DATE.
Adoption of the ordinance will be considered at the public hearing on March 22, 2005.
All interested parties are invited to appear and be heard. Copies of the proposed
ordinance are available for public inspection in the Department of Zoning and Land
Development Review, Community Development Services Center, 2800 N. Horseshoe
Drive, Naples, Florida, between the hours of 8:00 AM. and 5:00 P.M., Monday through
Friday.
If a person decides to appeal any decision made by the Collier County Board of County
Commissioners with respect to any matter considered at such meeting or hearing, he
will need a record of the proceedings, and for such purpose he may need to ensure that
a verbatim record of the proceedings is made, which record includes the testimony and
evidence upon which the appeal is to be based.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
FRED W. COYLE, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: Patricia Morgan, Deputy Clerk
LDC BCC 15 day special cycle 1 (sidewalks) 3-8-05 ad
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ZONING AND LAND DEVELOPMENT REVIEW
February 2, 2004
Naples Daily News
1075 Central Avenue
Naples, Florida 33940
ATTENTION: LEGAL ADVERTISING
Dear Ms. Perrell:
Please publish the following public notice, for a Display, 1,14 page, with map attached,
Legal Notice in your edition of February 20 , 2005, and furnish proof of publication
of each advertisement to the Collier County Development Services Building, Zoning
and Land Development Review, 2800 North Horseshoe Drive, Naples, Florida
34104, Attention: Cecilia Martin.
PLEASE SEND DUPICATE ORIGINALS to Patrick G. White, Esquire, ACA, Collier
County Attorneys Office, 2800 North Horseshoe Drive, Suite 300, Naples, Florida
34104 and the Minutes and Records Department, Bldg. F, 3301 E. Tamiami Trail,
Naples, FL 34112.
March 8, 2005
BCC PUBLIC HEARING
NOTICE OF INTENT TO ADOPT AN ORDINANCE
AMENDING THE LAND DEVELOPMENT CODE
Notice is hereby given that on March 8, 2005, at 9:00 A.M., in the Board of County
Commissioners Meeting Room, 3rd Floor, Harmon Turner Building "F," Collier County
Government Center, 3301 East Tamiami Trail, Naples, Florida, the Board of County
Commissioners, proposes to take under advisement an ordinance amending the Collier
County Land Development Code, the title of which is as follows:
AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,
FLORIDA, AMENDING ORDINANCE NUMBER 04-41, AS AMENDED, THE COLLIER
COUNTY LAND DEVELOPMENT CODE, WHICH INCLUDES THE COMPREHENSIVE LAND
DEVELOPMENT REGULATIONS FOR THE UNINCORPORATED AREA OF COLLIER
COUNTY, FLORIDA, BY PROVIDING FOR: SECTION ONE, RECITALS; SECTION TWO,
FINDINGS OF FACT; SECTION THREE, ADOPTION OF AMENDMENTS TO THE LAND
DEVELOPMENT CODE, MORE SPECIFICALLY AMENDING THE FOLLOWING: CHAPTER 1 -
GENERAL PROVISIONS, INCLUDING SEC. 1.08.02 DEFINITIONS; CHAPTER 6 -
INFRASTRUCTURE IMPROVEMENTS AND ADEQUATE PUBLIC FACILITIES
REQUIREMENTS, INCLUDING SEC. 6.06.02 SIDEWALK, BIKE LANE, AND GREENWAY
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REQUIREMENTS; CHAPTER 10 - APPLICATION, REVIEW, AND DECISION-MAKING
PROCEDURES, INCLUDING SEC. 10.02.03.B.1. FINAL SITE DEVELOPMENT PLAN
PROCEDURE AND REQUIREMENTS; INCLUDING ADDITION TO APPENDIX B OF A
CROSS-SECTION FOR A TYPICAL GREENWAY; SECTION FOUR, CONFLICT AND
SEVERABILITY; SECTION FIVE, INCLUSION IN THE COLLIER COUNTY LAND
DEVELOPMENT CODE; AND SECTION SIX, EFFECTIVE DATE.
Adoption of the ordinance will be considered at the public hearing on March 22, 2005.
All interested parties are invited to appear and be heard. Copies of the proposed
ordinance are available for public inspection in the Department of Zoning and Land
Development Review, Community Development Services Center, 2800 N. Horseshoe
Drive, Naples, Florida, between the hours of 8:00 A.M. and 5:00 P.M., Monday through
Friday.
If a person decides to appeal any decision made by the Collier County Board of County
Commissioners with respect to any matter considered at such meeting or hearing, he
will need a record of the proceedings, and for such purpose he may need to ensure that
a verbatim record of the proceedings is made, which record includes the testimony and
evidence upon which the appeal is to be based.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
FRED W. COYLE, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: Patricia Morgan, Deputy Clerk
LDC BCC 15 day special cycle 1 (sidewalks) 3-8-05 ad
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February 3, 2005
Attn: Legals
Naples Daily News
1075 Central A venue
Naples, Florida 34102
Re: LDC-2005 CYCLE 1-(15 DAY)
Dear Legals:
Please advertise the above referenced notice on Sunday, February 20, 2005, and
kindly send the Affidavit of Publication, in duplicate, together with charges
involved, to this office.
Thank you.
Sincerely,
Ann Jennejohn
Deputy Clerk
P.O.!Account # 113-138312-649110
Ann P. Jennejohn
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To:
Subject:
Legals (E-mail)
Display Ad LDC 3-8-05
Please advertise the attached on Sunday, February 20, 2005.
I will fax the map that accompanies the Ad.
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LDC-2005 CYCLE
1(15 DAY)3-8-05...
LDC Cye 1
Ad-3-8-05.doe
Thank you,
Ann
Minutes & Records Dept.
774-8406
1
Ann P. Jennejohn
From:
Sent:
To:
Subject:
postm aster@c1erk.collier.fl.us
Thursday, February 03, 2005 10:36 AM
Ann P. Jennejohn
Delivery Status Notification (Relay)
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Display Ad LDC
3-8-05
This is an automatically generated Delivery Status Notification.
Your message has been successfully relayed to the following recipients, but the requested
delivery status notifications may not be generated by the destination.
legals@naplesnews.com
1
Ann P. Jennejohn
From:
Sent:
To:
Subject:
System Administrator [postmaster@naplesnews.com]
Thursday, February 03, 2005 10:34 AM
Ann P. Jennejohn
Delivered: Display Ad LDC 3-8-05
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Display Ad LDC
3-8-05
<<Display Ad LDC 3-8-05>> Your message
To: Legals (E-mail)
Subject: Display Ad LDC 3-8-05
Sent: Thu, 3 Feb 2005 10:36:17 -0500
was delivered to the following recipient(s):
legals on Thu, 3 Feb 2005 10:33:41 -0500
1
Display Ad LDC 3-8-05
Page 1 of 1
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Ann P. Jennejohn
From: Perrell, Pamela [paperrell@naplesnews.eom]
Sent: Thursday, February 03, 2005 11:10 AM
To: Ann P. Jennejohn
Subject: RE: Display Ad LDC 3-8-05
OK - Billed to CCCD
Pam
-----Original Message-----
From: Ann P. Jennejohn [mailto:Ann.Jennejohn@c1erk.collier.fl.us]
Sent: Thursday, February 03, 2005 10:36 AM
To: Legals (E-mail)
Subject: Display Ad LDC 3-8-05
Please advertise the attached on Sunday, February 20, 2005.
I will fax the map that accompanies the Ad.
<<LDC-2005 CYCLE 1 (15 DA Y)3-8-05.doe>>
<<LDC Cye 1 Ad-3-8-05.doe>>
Thank you,
Ann
Minutes & Records Dept.
774-8406
2/312005
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NAPLES DAILY NEWS
Published Daily
Naples, FL 34102
Affidavit of Publication
State of Florida (
County of Collier
Before the undersigned they serve aths thes a Uthath~~~y' personally
B L' b who on oa say .
appeared . . am,c rate Secretarv of the Naples DaIly.
serve as the Assistant ,?rpo Na les' in Collier County,
a daily n~ws~aper ~ubclislhl,ed :d Le~ co~nties of Florida; that
Florida; dlstnbuted III 0 ler a . . III a
the attached copy of the advertlsmg. be g
PUBLIC NOTIC~
in the matter of Public Notice
as published in said newspaper 1
~ime(S) in the issue on February 1st. 2005
'd Na les Daily Nev" is a 11~wspaper
Affiant turther saystha! th~.salli. 'cP tv Flonda. and that th~ said
"I said ( <) ler oun J' . . II'
Published at "ap es. m, . 'Iv pub'ished in ,aid Co ler
h . t l' e been contmuous . ' , .'
newspaper has el eo. or d' Collier and Lee counties of 1,londa,
Count v, Flonda: dlstnbute 1[1 d I s' mail matter at the post
. b tered as secon c a 0 ]
each day and has. een en (' II' County Florida, for a period of
oitice in Naples, m saId fi~s~er ublicati~n of the attached copy of
vear next precedmg the I p th t he has neither paid nor
~ d f1i t further says a .
advcrtisement; an a ian 'oration anv discount, rebate,
promised any person, firm or cor~ of securing this advertisement for
commission or refund for the purpOSe
publication in the said newspaper.
( s~~ :;;:)
S.\orn to and subscribed before me
This 1st. February 2005 7
20 /)!w.Lce(J 4<-~
(Signature of notary public)
,:'if.;;'!;;~>, :-iurrie!: :1ushong '.
,'.,{', "? W COMMISSION ~ ,)~m~689 EXPIR.
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" ". FQRUARY 17,200$'1' ".
.CCPQPUBLIC HEARING.' "
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INTENT TO CONSIDER PROPOS5D,Oft:DIN4NC~,
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· Commission at 8:30 A.M., Thuf'S'day, Febru~
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: INCLlJD$S' tfS~EHENSIVE LAND OeVI:LOPMENT..REGULArIONs
: FOR TH! UNr~AATED AREA"OF COLUER COUNTy. FL.ORIDA, 8Y
: PflOVIDtNG,FIIR: fiCOONO~E. ~'~'1'Il'lDIMil9
= OF FAOniSlttfbN :J'HRE,' 'ADO.ION.. OF :AMENQMiNTSrO THE
: LAND\DWEtOPMENT::,t CODE, MOAl: SPECfFICAI;.J.;Y.AMENOING. THE
= FOLLOWING: 'CHA~tE,R 1. - GENER"L PROVISION'$,.. INCl.UOING Sec.
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6.06.02 SIDEWALK. BIKE LANE, AND GREENWAY REQUIREMENTS;
CHAPTER 1 0 - APPLICATION, REVIEW, AND DECISION-MAKING
PROCEDURES, INCLUDING SEC. 10.02.03.8.1. FINAL SITE DEVELOPMENT
PLAN PROCEDURE AND REQUIREMENTS; INCLUDING ADDITION TO
APPeNDIX 8 OF A CROSS-SECTION FOR A TYPICAL GREENWAY; SECTION
FOUR, CONFLICT ANI) SEVERA81LITY; SECTION FIVE, INCLUSION IN
THE COLLIER COUNTY LAND' DEVELOPMENT CODE; AND SECTION SIX,
EFFECTIVE DATE.
AH interested parties are Invited to appear and be heard. Copies of the proposed, otdinance
are available for. pUblic inspection in the. Department of Zoning and Land Development
Review, Cornmurmy'Development Services Centerl'~ ~.ofi\l8y Naples
t=IQrida,~etween thehouJ'S Of 8:00 JU..4. and 5:00 P.M., Monday through Friday.
If a person decides to appeal any decision made by the Collier County Planning Commissioners
with respect to any matter considered at such meeting or hearing, he will need a record of
the proceedings, and for such purpose he may need to ensure that a verbatim record of the
proceedings is made, which record. Includes the testimony and evidence upon which the
appeal Is to be based.
I. COLLIER COUNTY PLANNING COMMISSION
COLLIER COUNTY, FLORIDA
8Y: Russell A. 8udd, Chalnnan
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COLLIER COUNTY FLORIDA
REQUEST FOR LEGAL ADVERTISING OF PUBLIC HEARINGS
~. 85.
To: Clerk to the Board: Please place the following as a:
Normal legal Advertisement
(Display Adv., location, etc.)
X Other: See Attached
**********************************************************************************************************
Originating Dept/ Div: Comm.Dev.Serv'/Planning
Person: Marcia Kendall
Date: 1/04/2005
Petition No. (If none, give brief description): City Gate CDD
Petitioner: (Name & Address): Mr. Joseph R. Weber, Citygate LLC, 159 South Main Street, Suite 500, Akron, Ohio 44308 and Mr.
Donald Pickworth, Esq., P.A., Suite 502 Newgate Tower, 5150 North Tamiami Trail, Naples, Florida 34103.
Name & Address of any person(s) to be notified by Clerk's Office: (If more space is needed, attach separate sheet) N/A
Hearing before XXX BCC
BZA
Other
Requested Hearing date: February 8.2005, Based on advertisement appearing five (5) Fonsecutive Sundays pJlior to the BCC Hearing
or January 9, 16,23,30, and February 6,2005.
Newspaper(s) to be used: (Complete only if important):
XXX Naples Daily News
Other
o Legally Required
Proposed Text: (Include legal description & common location & Size: See Attached
Companion petition( s), if any & proposed hearing date: N/ A
Does Petition Fee include advertising cost? X Yes 0 No If Yes, what account should be charged for advertising costs:
U 1-138317-6491 to
Reviewed by: Approved by:
Department Director
Date
County Manager
Date
List Attachments: BCC Advertisement Request, Ordinance and Advertisement requirements.
DISTRIBUTION INSTRUCTIONS
A. For hearings before BCC or BZA: Initiating person to complete one coy and obtain Division Head approval before
submitting to County Manager. Note: If legal document is involved, be sure that any necessary legal review, or request
for same, is submitted to County Attorney before submitting to County Manager. The Manager's office will distribute
copies:
o County Manager agenda file: to
Clerk's Office
o Requesting Division
o Original
B. Other hearings: Initiating Division head to approve and submit original to Clerk's Office, retaining a copy for file.
* * * * * * * * * * * * * * * * * * * * * ** * * *** * * * ** * * * * * * *** * ** * * ** * *** * ** * * * * * * * * * * * * * * * * ** * * * ** * * * * * * * *~*'It** ** **.* ** * *** * * * *
FOR CLERK'S OFFICE USE ONLY: '--V-) IhJ.~!o"'"
Date Received: 1-& .O~ Date of Public hearing: ~...8 .06" Date Advertised: ~ -(,;,) ;1./)05
88
.
February 8, 2005 Board of County Commissioners Public Hearing
Advertisina Reauirements
Please publish the following Advertisement and Map on five consecutive
Sundays, on January 9, January 16, January 23, January 30, and February 6,
2005, and furnish an affidavit of publication to both the Board Minutes & Records
Department and to Ms. Marcia Kendall, Comprehensive Planning Department,
2800 North Horseshoe Drive, Naples, Florida 34104. Each advertisement must
be a quarter page advertisement and the headline in the advertisement must
be in a type no smaller than 18 point. The advertisements must not be placed
in that portion of the newspaper where legal notices and classified
advertisements appear.
-
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.
NOTICE OF PUBLIC HEARING
The Board of County Commissioners of Collier County, Florida (the "Board") hereby
gives notice to the citizens of Collier County that a public hearing shall be conducted in
accordance with the requirements and procedures of Section 190.005, Florida Statutes,
at 9:00 a.m., in the Commission Board Room, 3rd Floor Building "F," Collier County
Government Center, 3301 Tamiami Trail, East, Naples, Florida, on Tuesday, February
8, 2005. The subject of the Public Hearing is consideration by the Board of a petition
filed by Citygate Development, LLC for the establishment of a Community Development
District (COD) form of special purpose local government to be known as City Gate COD
by Collier County Ordinance pursuant to Section 190.005(2), Florida Statutes. The
district government would serve an area of land in Collier County generally described as
follows:
The proposed District is located entirely within Collier
County, Florida in the area of the northeastern quadrant of
the intersection of 1-75 and County Road 951, Collier
Boulevard. The proposed district covers approximately
289.1:t acres of land. The site is located in Sections 35,
Township 49 South, Range 26 East, as depicted below.
LOCATION MAP [within Application] HERE
Such community development district special purpose government is a way to provide
infrastructure subject to the regulatory requirements of both the State of Florida and
Collier County governing any existing or future lawful use and development of the land
described above, and specifically governing the planning, implementation, maintenance,
and financing of basic community facilities, systems, and services which may be
required of any such development consistent with principles of concurrency,
comprehensive planning, and development permitting.
On November 30, 2004, Joseph R. Weber, Vice President, Citygate LLC, officially
submitted and filed its COD petition to Collier County, along with the application-
processing fee of $15,000.00 for review by the County.
The Board's consideration of the COD Petition will comply with Section 190.005(2)(b)(c),
Florida Statutes, in conducting this Public Hearing. The purpose of this hearing is to
consider the relationship of the petition as submitted by Joseph R. Weber, Vice
President, Citygate LLC, to the six factors listed in Section 190.005(1 )(e), Florida
Statutes, and determine whether Collier County will establish City Gate Community
Development District by adoption of an ordinance.
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According to the Petition, at least four categories of persons may be affected by the
economic consequences of the proposed district establishment: State of Florida and its
citizens (modest or very small); Collier County and its"citizens (modest or very small);
the present property owners; and the future property owners.
A copy of the full text of the Petitioner's statement of estimated regulatory costs in
accordance with the requirements of Section 120.541, Florida Statutes, including an
explanation of its computations and determinations, is available for review, along with a
copy of the full text of the petition and any of its documentation, at the Office of the
County Clerk, Collier County, 3301 Tamiami Trail, East, Naples, Florida.
Copies of the petition, which contains the legal description of the real property to be
serviced by the proposed district, are also on file at the Collier County Planning Services
Department, Comprehensive Planning Department at 2800 North Horseshoe Drive,
Naples, Florida. All interested persons are invited to attend.
If a person decides to appeal any decision made by the Board of County Commissioners
with respect to any matter considered at such meeting or hearing, he will need a record
of that proceeding, and for such purpose he may need to ensure that a verbatim record
of the proceedings is made, which record includes the testimony and evidence upon
which the appeal is to be based.
January 9, 16, 23 & 30, & February 6, 2005
Citygate LLC
Joseph R. Weber, Vice President
(Donald A. Pickworth, P.A.)
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: Is/Maureen Kenyon,
Clerk
(SEAL)
PUBLIC HEARING/MK/02/08/05
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ORDINANCE NO. 05-_
AN ORDINANCE OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA
ESTABLISHING CITY GATE COMMUNITY DEVELOPMENT
DISTRICT; DESCRIBING THE EXTERNAL BOUNDARIES OF
THE DISTRICT; NAMING THE INITIAL MEMBERS OF THE
DISTRICT'S BOARD OF SUPERVISORS; NAMING THE
DISTRICT; PROVIDING STATUTORY PROVISIONS
GOVERNING THE DISTRICT; PROVIDING FOR CONSENT TO
SPECIAL POWERS; PROVIDING FOR CONFLICT AND
SEVERABILITY; PROVIDING FOR INCLUSION IN THE CODE
OF LAWS AND ORDINANCES; AND PROVIDING AN
EFFECTIVE DATE.
WHEREAS, Citygate Development LLC, has petitioned the Board of County
Commissioners (Board) of Collier County, Florida, a political subdivision of the State of Florida,
to establish the CITY GATE COMMUNITY DEVELOPMENT DISTRICT (District); and
WHEREAS, the Board of County Commissioners, after proper published notice has
conducted a public hearing on the petition and determined the following with respect to the
factors to be considered in Section 190.005(l)(e), as required by Section 190.005(2)(c), Florida
Statutes:
1. The petition is complete in that it meets the requirements of Sections 190.005
(1)(e) 2., and 190.005(2)(a), Florida Statutes; and all statements contained within
the petition are true and correct.
2. Establishment of the proposed District is not inconsistent with any applicable
element or portion of the local comprehensive plan of Collier County, known as
the Collier County Growth Management Plan, or the State Comprehensive Plan.
3. The area of land within the proposed District is of sufficient size, is sufficiently
compact, and is sufficiently contiguous to be developable as one functional
interrelated community.
4. The District is the best alternative available for delivering community
development services and facilities to the area that will be serviced by the District.
5. The community development services and facilities of the District will not be
incompatible with the capacity and uses of existing local and regional community
development services and facilities.
6. The area that will be served by the District is amenable to separate special-district
government; and
WHEREAS, it is the policy of this State, as provided for in Section 190.002 (2) (c),
Florida Statutes, that the exercise by any independent district of its powers as set forth by
uniform general law comply with all applicable governmental laws, rules, regulations, and
policies governing planning and permitting of the development to be serviced by the district, to
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ensure that neither the establishment nor operation of such district is a development order under
chapter 380 and that the district so established does not have any zoning or permitting powers
governing development; and
WHEREAS, Section 190.004 (3), Florida Statutes, provides that all governmental
planning, environmental, and land development laws, regulations, and ordinances apply to all
development of the land within a community development district. Community development
districts do not have the power of a local government to adopt a comprehensive plan, building
code, or land development code, as those terms are defined in the Local Government
Comprehensive Planning and Land Development Regulation Act. A district shall take no action
which is inconsistent with applicable comprehensive plans, ordinances, or regulations of the
applicable local general-purpose government; and
WHEREAS, pursuant to Section 190.012, Florida Statutes, upon the establishment of the
proposed community development district, the District Board of Supervisors will have the right
to seek consent from Collier County for the grant of authority to exercise special powers without
question as to the continued right authority and power to exercise its limited powers as
established by this Ordinance.
NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA that:
SECTION ONE:
AUTHORITY FOR ORDINANCE
This Ordinance is adopted pursuant to Section 190.005 (2), Florida Statutes, and other
applicable provisions of law governing county ordinances.
SECTION TWO: ESTABLISHMENT OF THE CITY GATE COMMUNITY
DEVELOPMENT DISTRICT.
The City Gate Community Development District is hereby established within the
boundaries of the real property described in Exhibit "A" attached hereto and incorporated by
reference herein.
SECTION THREE: DESIGNATION OF INITIAL BOARD MEMBERS
The following five persons are herewith designated to be the initial members of the Board
of Supervisors:
1.
Roger B. Rice
159 Kirkland Drive
Naples, FL 34110
3.
Elena Lindner
3240 22nd Avenue NE
Naples, FL 34120
2.
Roger G. Rice
601 Trophy Drive, Unit 503
Naples, FL 34110
4.
Paul P. Pacchiana
2139 Morning Sun Lane
Naples, FL 34119
5. Toni A. Home
18 Caribbean Road
Naples, FL 34109
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SECTION FOUR: DISTRICT NAME
The community development district herein established shall henceforth be known as the
"City Gate Community Development District."
SECTION FIVE: STATUTORY PROVISIONS GOVERNING THE DISTRICT
The City Gate Community Development District shall be governed by the provisions of
Chapter 190, Florida Statutes, and all other applicable general and local law.
SECTION SIX:
CONSENT TO SPECIAL POWERS:
Upon the effective date of this Ordinance, the City Gate Community Development
District will be duly and legally authorized to exist and exercise all of its general and special
powers as limited by law; and has the right to seek consent from the Collier County Board of
County Commissioners for the grant of authority to exercise special powers in accordance with
Section 190.012(2), Florida Statutes, without question as to the district's continued right,
authority and power to exercise its limited powers as established by this Ordinance. The District
Board's authority to exercise special powers may include the power to plan, establish, acquire,
construct or reconstruct, enlarge or extend, equip, operate, and maintain additional systems and
facilities for: (i) parks and facilities for indoor and outdoor recreational, cultural, and educational
uses; and (ii) security, including, but not limited to, guardhouses, fences and gates, electronic
intrusion-detection systems, and patrol cars, when authorized by proper governmental agencies;
except that the District may not exercise any police power, but may contract with the appropriate
Local general-purpose government agencies for an increased level of such services within the
District boundaries; all as authorized and described by Section 190.012(2), Florida Statutes.
SECTION SEVEN: CONFLICT AND SEVERABILITY
In the event this Ordinance conflicts with any other ordinance of Collier County or other
applicable law, the more restrictive shall apply. If any phrase or portion of this Ordinance is held
invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a
separate, distinct, and independent provision and such holding shall not affect the validity of the
remaining portion.
SECTION EIGHT: INCLUSION IN CODE OF LAWS AND ORDINANCES
The provisions of this Ordinance shall become and be made a part of the Code of Laws
and Ordinances of ColIier County, Florida. The sections of the Ordinances may be renumbered
or relettered to accomplish such, and the word "ordinance" may be changed to "section",
"article," or any other appropriate word.
3
SECTION NINE: EFFECTIVE DATE
This Ordinance shall become effective upon filing with the Florida Department of State.
PASSED ON DULY ADOPTED by the Board of County Commissioners of Collier County,
Florida, this 8th day of February. 2005.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
A TrEST: DWIGHT E. BROCK
BY:
, CHAIRMAN
Deputy Clerk
Approved as to from
And legal sufficiency:
Patrick G. White,
Assistant County Attorney
Mk/gh/f.\compplan/CDD/ORD.
4
83
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January 6, 2005
Ms. Pam Perrell
Naples Daily News
1075 Central Avenue
Naples, Florida 34102
Re: City Gate CDD
Dear Pam:
Please advertise the above referenced notice on Sunday, January 9,2005, Sunday,
January 16, 2005, Sunday, January 23, 2005, Sunday, January 30,2005 and
Sunday, February 6, 2005 and kindly send the Affidavit of Publication, in
duplicate, together with charges involved to this office.
Thank you.
Sincerely,
Linda A. Houtzer
Deputy Clerk
P.O./Account # 111-138755-649100
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January 6,2005
Ms. Pam Perrell
Naples Daily News
1075 Central Avenue
Naples, Florida 34102
Re: City Gate CDD
February 8, 2005 Board of County Commissioners Public Hearing
Advertisin!! Requirements
Please publish the following Advertisement and Map on five consecutive
Sundays, on January 9, January 16, January 23, January 30, and February 6,
2005, and furnish an affidavit of publication to both the Board Minutes &
Records Department and to Ms. Marcia Kendall, comprehensive Planning
Department, 2800 Horseshoe Drive, Naples, Florida 34104. Each
advertisement must be a quarter page advertisement and the headline in
the advertisement must be in a type no smaller than 18 point. The
advertisements must not be placed in the portion of the newspaper where
legal notices and classified advertisements appear.
Thank you.
Sincerely,
Linda A. Houtzer
Deputy Clerk
Enclosures
Acct # 111-138317-649110
....> B'~"'..
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....' \0
NOTICE OF PUBLIC HEARING
The Board of County Commissioners of Collier County, Florida (the
"Board") hereby gives notice to the citizens of Collier County that a public
hearing shall be conducted in accordance with the requirements and
procedures of Section 190,005, Florida Statutes, at 9:00 a.m., in the
Commission Board Room, 3rd Floor Building "F," Collier County
Government Center, 330 I Tamiami Trail, East, Naples, Florida, on Tuesday,
February 8, 2005. The subject of the Public Hearing is consideration by the
Board of a petition filed by Citygate Development, LLC for the
establishment of a Community Development District (CDD) form a special
purpose local government to be known as City Gate CDD by Collier County
Ordinance pursuant to Section 190.005 (2), Florida Statues. The district
government would serve an area of land in Collier county generally
described as follows:
The proposed District is located entirely within
Collier County, Florida in the area of the
northeastern quadrant of the intersection of 1-75
and County Road 951, Collier Boulevard. The
proposed district covers approximately 289.1 +/-
acres of land. The site is located in Sections 35,
Township 49 South, Range 26 East, as depicted
below.
LOCATION MAP [within Application] HERE
Such community development district special purpose government is a way
to provide infrastructure subject to the regulatory requirements of both the
State of Florida and Collier County governing any existing or future lawful
use and development of the land described above, and specifically
governing the planning, implementation, maintenance, and financing of
basic community facilities, systems, and services which may be required of
any such development consistent with principles of concurrency,
comprehensive planning, and development permitting.
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On November 30, 2004, Joseph R. Weber, Vice President, Citygate LLC,
officially submitted and filed it CDD petition to Collier County, along with
the application-processing fee of$15,000.00 for review by the County.
The Board's consideration of the CDD Petition will comply with Section
190.005 (2)(b)(c), Florida Statutes, in conducting this Public Hearing. The
purpose of this hearing is to consider the relationship of the petition as
submitted by Joseph R. Weber, Vice President, citygate LLc, to the six
factors listed in Section 190.005 (1)( e), Florida Statutes, and determine
whether Collier County will establish City Gate Community Development
District by adoption of an ordinance.
According to the Petition, at least four categories of persons may be affected
by the economic consequences of the proposed district establishment: State
of Florida and it citizens (modest or very small); collier County and its
citizens (modest or very small); the present property owners; and the future
property owners.
A copy of the full text of the Petitioner's statement of estimated regulatory
costs in accordance with the requirements of Section 120.541, Florida
Statutes, including an explanation of its computations and determinations, is
available for review, along with a copy of the full text of the petition and
any of its documentation, at the Office of the County Clerk, Collier County,
330 I Tamiami Trail, East, Naples, Florida.
Copies of the petition, which contains the legal description of the real
property to be serviced by the proposed did\strict, are also on file at the
Collier County Planning Services Department, Comprehensive Planning
Department at 2800 North Horseshoe Drive, Naples, Florida. All interested
persons are invited to attend.
If a person decides to appeal any decision made by the Board of County
Commissioners with respect to any matter considered at such meeting or
hearing, he will need a record of the proceeding, and for such purpose he
may need to ensure that a verbatim record of the proceedings is made, which
record includes the testimony and evidence upon which the appeal is to be
based.
January 9, 16,23 & 30, & February 6,2005
Citygate LLC
8\3-
Joseph R. Weber, Vice President
(Donald A. Pickworth, P .A.)
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
DONNA FIALA, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: Linda A. Houtzer, Deputy Clerk
SEAL
FAX
8~' r'
TO: Pam Perrell
Location: NaDles Dailv News
FAX NO: (2391 263-4703
COMMENTS: fY\tLp fo eD D G[~ GI\-r~
FROM: Board Minutes &. Records
LOCATION:
MINUTES &. RECORDS
COllIER COUNTY GOVERNMENT COMPLEX
FAX NO:
(239) 774-8408
PHONE NO:
(239) 774-8406
I I (, I 20~5'
A.M. 3 t./6 P.M.
DATE SENT:
TIME SENT:
'# OF PAGES: z,.
(INCLUDING COVER SHEET)
Dwight E. Brock
Clerk of Courts
'Gol!-lify-of-G61Jier
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CLERK OF THE C~RCtJIT COURT
COLLIER COUNTY CpUR~OUSE
3301-TAMIAMI ~IL EA;ST
. P.O. BOX 4t:~044'\
NAPLES, FLORIDA ~~101-3<144
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Clerk of Courts
Accountant
Auditor
Custodian of County Funds
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Janaury 6, 2005
Mr. Joseph R. Weber
Citygate LLC
159 South Main Street, Suite 500
Akron, Ohio 44308
Re: Notice of Public Hearing to consider Petition: Citygate CDD
Petitioner:
Please be advised that the above referenced petition will be considered by the Board
of County Commissioners on Tuesday, Feruary 8, 2005, as indicated on the enclosed
notice. The legal notice pertaining to this petition will be published in the Naples
Daily News on Sunday, January 9,16,23,30, and February 6, 2005
You are invited to attend this public hearing.
Sincerely,
DWIGHT E. BROCK, CLERK
~a.~.~.
Linda A. Houtzer
Deputy Clerk
Enclosure
Phone - (239) 732-2646
Website: www.clerk.collier.f1.us
Fax - (239) 775-2755
Email: collierclerk@clerk.collier.f1.us
Dwight E. Brock
Clerk of Courts
'GQuiify-of-G~llier
""F~ ~_._~ "
CLERK OF THE GtRCQIT COURT
COLLIER COUNTY~' URTlJP. USE
3301 TAMIAMI IL EA;ST
. P.O. BOX 4 ~U44 \,
NAPLES, FLORIDA '~101-3<144
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Clerk of Courts
Accountant
Auditor
Custodian of County Funds
J anaury 6, 2005
Donald Pickworth, Esq., P.A.
Suite 502 Newgate Tower
5150 North Tamiami Trail
Naples, Florida 34103
Re: Notice of Public Hearing to consider Petition: Citygate CDD
Petitioner:
Please be advised that the above referenced petition will be considered by the Board
of County Commissioners on Tuesday, Feruary 8, 2005, as indicated on the enclosed
notice. The legal notice pertaining to this petition will be published in the Naples
Daily News on Sunday, January 9,16,23,30, and February 6, 2005
You are invited to attend this public hearing.
Sincerely,
DWIGHT E. BROCK, CLERK
~a,~,k.
Linda A. Houtzer
Deputy Clerk
Enclosure
Phone - (239) 732-2646
Website: www.clerk.collier.f1.us
Fax - (239) 775-2755
Email: collierclerk@clerk.collier.f1.us
8S "-l
.Linda A. :JIOutzer
from:
Sent:
70:
Suo/eet:
.Linda A. :JIOutzer
Tliursday, January o~ 2005 3.'55 PM
Pam Perrell/E-maif}
Citygate C:D:D
Pleasc ad1Jcrti5:e the attacllednotice and map on SUndLJY, Ian.6, 9, 23, 30, 2()(JS andJ'ehruary 6, 2(JOS.
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CDD.doc
CDD-Citygate.doc
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from:
Sent:
70:
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yostmaster@cter&.eollierft:us
Tliursday, January o~ 2005 3.'55 PM
.Linda A. :JIOutzer
:Delivery Status :JVOt!fieation (:Retay)
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Citygate COO
This is an aUIOmaJlcafry HenerL.llec(T>eflvery Sldtus .'NiJti{icdtiOrL
Vow-message lias been sllccess!uf{y ref(1"ljedto theji){[01vinfl yecipients, hut tile requesleddelh'ery
status noti(IcaUons rnay not be generated'by lfie d()st.inaJIOI1,
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from:
Sent:
70:
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System Administrator [postmastenMuy:;lesnews. com}
Tliursday, January o~ 2005 3.'54 PM
.Linda A. :JIOutzer
:Deflvered: Citygate C:D:D
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Citygate coo
<<CU\ffJate C1YD>> yourJl1essd/W
Th: :Pmn 'PerrelUE-!1uU[)
SUl?iect: CilYHate CDD
,\'ent: Tfi u, (i Jan 2()()5 IS:S5:()O -05()()
lvas ddivered-to thejiJIZinvinfJ recipient(s):
l>erre{[, Pamela on Tfiu, (i Jan 2()()5 15:53:43 'OSO()
1
Citygate CDD
Page 1 of 1
Linda A. Houtzer
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From: Perrell, Pamela [paperrell@naplesnews,com]
Sent: Thursday, January 06,20053:57 PM
To: Linda A. Houtzer
Subject: RE: Citygate COO
OK
---nOriginal Message---n
From: Linda A. Houtzer [mailto:Linda.Houtzer@c1erk.collierJl.us]
Sent: Thursday, January 06, 20053:47 PM
To: Legals (E-mail)
Subject: Citygate COD
P(eL.1Se l-u{vertise the altac!iednoUce andmap on 5,nlldLry, Jan,6, 9, 23, 30, 2005 and
IefJnLary 6, 200S,
<<COD. doc>> <<COO-Citygate,doc>>
'Thanks, l)arn
lVe owe you
Lhl d(1
:htinutes andRecord.~'
1/6/2005
.Linda A. :JIOutzer
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from:
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:Kendall; Mareia
friday, January O?; 2005 11:00 A.M
.Linda A. :H"outzer
:R:E: .Nqptes :Dai& ..News
Loof~s goodL.1/1L.{VESf 'TIiank you so muchJor ymH assist. I receivedemL.lil/rom :AlaryJo andsfle
assures Uidt Ulis lvifrnol. happen again,
}\1 L.1 rc ia 1-:.. ,'Ke ndi,dl; 'Pl(lnn e1'
(239) 403-2387 l)lione
(239) 2/3-2946 fax
'Em a it: mL.1 rCiakendi;tfliI1Jcoi7ie1'qov.net
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]hnn: Lind(l ,)1, JfLYLltze1' !mailto:Lind(1..'lfLYLltzeyCl1<Ierk,coi7ie1'.j{us!
)'eM: ]ridi;n/, Ianuar.f 07, 2005 1O:25,A,'M
To: kelufcllCm .
Sul?Jecl: }'lv: ,'Naples 1)ait~j :Ni?lVS
(iood:f\.tornin[l,
1'lease revIew lfiisnotice L.1ndlet me /i1ww If it is oli. I hope tliis is tfie {(Et fiuyd{e with tfiis ad, dim't
\IOll,' .
Thanks,
L I nd(1
:Alinl,IJes an~{1\ecord\'
-----OriHlnaLMe sS~1He--m
J'rom: 'TIifnnL.1S, 'Becky! mL.1 ill.o:fJaUlomaS:{}'l1L.!pli?snews.com!
Sen t: ,I'rid~ry, JL.1/WU1'Y 07, 200S JO:20 jl.wl
To: LiJld;J .::1, :ULYLltZC1'
,)'uhject: :Nt.!l1/()S l)ail~/ ,'Ni?IVS
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I'm sendIng you /Ii is yroo{ hecallse I wanteL.(Y01/ lo see tflat tfie 1'11('/P wou{((
not/It 111. tlie nuddle or the article ticcL.1use L.1l7Ule c[(lsing mILl.
lYe can di) a [(lYfjeya(( Ilyou aye not fiL.~PPY IvaI? uiis.
IiI d()I1't fiN/I' lJack tfien nrassume l.filS IS good to go.
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Creal.lve S'ervices
.Naples 'Dai7y :Nell'S
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NAPLES DAILY NEWS
Published Daily
Naples, FL 34102
Affidavit of Publication
State of Florida
County of Collier
Before the undersigned they serve as the authority, personally
appeared B. Lamb, who on oath says that they .
serve as the Assistant Corporate Secretary of the Naples DaIly,
a dailv newspaper published at Naples, in Collier County,
Flori~' distributed in Collier and Lee counties of Florida; that
the atta~hed copy of the advertising, being a
PUBLIC NOTICE
in the matter of Public Notice
as published in said newspaper 5
1
time(s) in the issue on Jan 9th, 16th, 23rd 30th,Feb 6th, 2005
Amant further says that the said Naples Daily News is a newspaper
published at Naples, in said Collier County, Florida, and that the saId
newspaper has heretofore been continuously pubhshed III satd Collter
County Florida' distributed in Collier and Lee countles of Flonda,
each d~y and ha~ been entered as second class mail matter at the post
office in Naples, in said Collier County, Florida, for a penod of 1
ycar next preceding the first publication of the attached copy of
advertisement; and amant further says that he has neIther paId nor
promised any person, firm or corporation .any discount, rebate,
commission or refund for the purpose of secunng thIS advertIsement for
publication in the said newspaper.
). ~
( Signa"ture of affiant)
Swam to and subscribed before me
This 7th, February 2005
2. t,{
(Signature of notary public)
!, '\I co,,:..~S~~i;~;;J~:\J:~~y Ei.;:'
?f. 200i
, ;.,'I,..'r-
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PUBLIC NOTICE
PUBLIC NOTICE
PUBLIC NQTI(;:E
NOTIGEOFPUBLIC'HEARING
..
The Bo8(cI., 9f<~CommI88lonel'8 of Collier County, FlOrIda (the "Board") hereby gives notice to the citizens of
I COllIer ~."4JUbl1c hearJrlt shill be conducted In accordance with the requirements. procedures of Section
, 190,005, FIorIdltSbllUlls. at 9:00 a.m., In the Comml88lon Board Room, 3rd FlOor Admlnl8b:atlon Building, Collier
. County ~ment Center, 3301 Tamlaml Tl'atl, East. Naples, FlorIda, on Tuesday, FebrU8ry8, 2005. The subject of the
Public Hearing 18 QOflIIderatIon by the Board Ofa peUtIon flIecl. by ~: gev8lOpment, LLC for the eslabII8hment of
==-=~~r9&~=:-~~:e=~:=~are~
of land In Collier county generally described as follows:
The proposed DI8trIct Is located entirely within ColUer County, FI~ iOthe
area of the northeastern quadrant. of the intersection of 1-75 and 'County
Road 951, CoNIer Boulevard. The proposed district covers approximately
289.1 +/- acres of land. The sltels located In SectIon 35, Township 49
South, Range 26 East. as depICted below.
Such community development dl8b1ct special purpose government Is a way to provide Infra8b'ucture subject to the
regulatory requirements of both the State ofFlortdi and CollIer County. governing any exIItIng or future lawful U88
::'m:r==:~~.=~~=
CClrI8I8ltntWllh ~.of CCII1CUnIbCY, corIIprefIenetv planntno. and~ perri11tt1r\g.' .
On November 30, 2004, Joseph R. W8ber, VIce Pre8klent, CIlygateLLC, offlclally..,mnltted and flied It COD petttIon to
Collier County, along with the appllc8tlon-proceseIng fee of $15;000.00 for revtew. by the County.
The Board's consideration of the COD PetItionwlJl cornPJy'wIth ,&!otlon190.OO5 (2)(bKc). FIotIdaS1atutes, In conductlno
thls Public Hearing. The purpose of thIS hear1ng Is to COfI8Ider the ratatIonshiC! of the petition as submitted by Joseph R.
Weber, VIce President, Cltygate LLC, to the six factors listed In SectIon190.005 (1 Xe),Flortda S18tutes, and det8rmIne
whether Collier County wilt establish CIty Gate Cornmurtlty DeVelopment District byadoptlol1 of an ordinance.
According to the PetItIon, at least four categor/e8 of persons may be affected by the economic consequences of the
p~ district establishment State of Florida ancIlt cI1:Izens (modest or very smalO; Collier County and Its citizens
(modest or very s~ I1e .jlreIent property owners; and the future property owners.
._~ ---.--. ---
A copy of the fuN text of the PetItIoner's statement of estimated regulatory costs in accordance with the requirements
of Section 120.541, RorIda Statutes.lncludfngan explanation of Its compUlatlons and detennlnatlons, is available for
review, along with a copy of the full text of the petition and any of Its documentation, at the OffIce of the County Clerk,
Collier County, 3301 Tamlaml Trail, East, Naples, Florida. '_~., ,. _ .,
Copies of the petition, which contalns1he legal descrlptlon of the real property to be serviced by the proposed district,
are also on file at the Collier County Comprehensive Planning Department at 2800 North Horseshoe Drive, Naples,
FlorIda. AU In18re8IIdpersons are InvIt8d to attend.
If a pel'8Ol1 decides to appeal any decision made by the Board of CoUDty'Commls8loners with respect to any matter
considered, at such meeting or hearing, he will need a record of the proc,edlng, and for such purpose he may need
to ensure that a verbIltIm record of the proceedlnge 18 made, which record includes the testimony and evidence upon
which the appeaIls to be based.
January 9, 16, 23 & 30, & February 6, 2005
CItygate LLC
Joseph R. Weber, VIce Pre8Idtint
(DonaldA. PIckworth. P .A.)
BOARD OF COUNTY COMMISSIONERS
COLLIER CPUNTY, FLORIDA
FRED W. COYLE, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: Uflt.la A. Houtzer, Deputy Clerk
(i)
. NQ. ~2!582"
JIIl1~9,18.2330 Feb~
{<.e-Se) dtn5 ~ II 0
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP_ '
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT Tcr"'~ A .
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNA TUJdI\
Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip ,md original
documents are to be forwarded to the Board Oftice only after the Board has taken action on the item.)
ROUTING SLIP
Complete routing lines # 1 through #4 as appropriate for additional signatures, dates. and/or information needed. If the document is already complete with the
#
exception of the Chairman's signature, draw a line through routing lines #1 through 4, complete the checklist, and forward to Sue Filson (line #5).
Route to Addressee(s) Office Initials Date
(List in routing order)
1.
2.
3.
4,
5. Sue Filson, Executive Manager Board of County Commissioners
6. Minutes and Records Clerk of Court's Office
PRIMARY CONT ACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact stafffor additional or missing
information. All original documents needing the BCC Chairman's signature are to be delivered to the BCe oftice only after the Bee has acted to approve the
item.)
Name of Primary Staff Kay Nell, CLA Phone Number Extension 8400
Contact County Attorney's Office
Agenda Date Item was March 8,2005 Agenda Item Number 9A
Approved by the BCC
Type of Document Resolution Number of Original I
Attached Documents Attached
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/ A" in the Not Applicable column, whichever is
a ro riate,
Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters. must be reviewed and signed
by the Office of the County Attorney, This includes signature pages from ordinances,
resolutions, etc, signed by the County Attorney's Office and signature pages from
contracts, agreements, etc, that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials.)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date ofBCC approval of the
document or the final ne otiated contract date whichever is a licable,
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are re uired,
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours ofBCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCe's actions are nullified. Be aware of our deadlines!
The document was approved by the BCC on (enter date) and all changes
made during the meeting have been incorporated in the attached document. The
Count Attorne 's Office has reviewed the chan es, if a Iicable.
Yes
(I nitial)
N/A (Not
A Iicable)
2.
3.
4.
5,
6,
/
N/A
..,.....,.. "
(~-)
I: Forms/ County Forms/ Bee Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05
,.q ~.
MEMORANDUM
DATE:
March 14,2005
TO:
Kay Nell, Legal Assistant
County Attorney's Office
FROM:
Linda A. Houtzer, Deputy Clerk
Minutes and Records
RE:
Resolution 2005-110
Resolution 2005-111
Resolution 2005-112
Resolution 2005-113
Enclosed please find a copy of the documents, as referenced
above (Agenda Items #9A, #9B, #9D and #9F) approved by the Board of
County Commissioners on Tuesday, March 8, 2005.
If you should have any questions, you may contact me at 774-8411.
Thank you,
Enclosures
RESOLUTION NO. 2005-110
'~A
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A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS
OF COllIER COUNTY, FLORIDA, TO REAPPOINT MEMBERS TO
THE LAND ACQUISITION ADVISORY COMMITTEE
WHEREAS, on December 3, 2002, the Board of County Commissioners adopted
Collier County Ordinance No. 2002-63 which created the Land Acquisition Advisory
Committee; and
WHEREAS, Ordinance No. 2002-63 provides that the Land Acquisition Advisory
Committee shall consist of nine (9) members that are residents of Collier County which
comprise a broad and balanced representation of interests, including environmental and
conservation, agricultural and business, educational interests, and general civic and
citizen interests; and
WHEREAS, there are currently 2 vacancies on this Committee; and
WHEREAS, the Board of County Commissioners previously provided public notice
soliciting applications from interested parties; and
WHEREAS, the Land Acquisition Advisory Committee has provided the Board of
County Commissioners with its recommendations for appointment.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that:
1. Kathy Prosser, representing the categories of environmental, ecology and
conservation, is hereby reappointed to the Land Acquisition Advisory Committee for a
three year term, said term to expire on February 11, 2008. '
2. William H. Poteet, Jr., representing the categories of agricultural, business,
conservation and real estate, is hereby reappointed to the Land Acquisition Advisory
Committee for a three year term, said term to expire on February 11, 2008.
This Resolution adopted after motion, second and majority vote.
DATED: March 8, 2005
ATTEST:-\I;?;J . C1'~;?$ '.
DWIGHT E~-6RO€'1<{f;;iI~
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BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By: ~W. ~
FRED W. COYLE, Chair
Approved as to form
and legal sufficiency:
d~~
David C. Weigel
County Attorney
r
i,'tem# qA
; Agenda 3.5,ot:::
Date .,J
~:~~d :3 .14 'DO
"~iL.
eputy Clerk
t
R.(llu) a{)() s - /I j
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIiB:P.,
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO.
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNAT
Print on pink paper. Attach to original document. Original documents should be h,md delivered to thc Roard Office, Thc completcd routing slip and original
documents arc to be forwarded to the Board Office only after the Board has taken action on the item.)
ROUTING SLIP
Complete routing lines # I through #4 as appropriate for additional signatures, dates. and/or information needed. If the document is already complete with the
exception of the Chairman's sig;nature, draw a line through routing lines # I through #4, complete the checklist, and forward to Sue Filson (line #5).
Route to Addressee(s) Office Initials Date
(List in routing order)
1.
2.
3,
4.
5, Sue Filson, Executive Manager Board of County Commissioners
6. Minutes and Records Clerk of Court's Office
PRIMARY CONT ACT INFORMATION
(The primary contact is the holder of the original document pending BCC approvaL Normally the primary contact is the person who created/prepared the executive
summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information. All original documents needing the Bee Chairman's signature are to he delivered to the Bee office only after the BCC has acted to approve the
item)
Name of Primary Staff Kay Nel1, CLA Phone Number Extension 8400
Contact Countv Attorney's Office
Agenda Date Item was March 8, 2005 Agenda Item Number 9B
Approved by the BCC
Type of Document Resolution Number of Original I
Attached Documents Attached
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/A" in the Not Applicable column, whichever is
a ro riate.
Original document has been signed/initialed for legal sufficiency, (AI1 documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney, This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials,)
AI1 handwritten strike-through and revisions have been initialed by the County Attorney's
Office and al1 other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date ofBCC approval of the
document or the final ne otiated contract date whichever is a licable.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are re uired,
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCe's actions are nullified. Be aware of our deadlines!
The document was approved by the BCC on (enter date) and all changes
made during the meeting have been incorporated in the attached document. The
Count Attorne 's Office has reviewed the chan es, if a IicabIe.
Yes
(Initial)
N/ A (Not
A licable)
2,
3.
4.
5.
6,
j'
N/A
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I: Forms/ County Forms/ Bee Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05
RESOLUTION NO. 2005-111 9 B'~ _. .
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS '.. ~-
OF COllIER COUNTY, FLORIDA, TO REAPPOINT MEMBERS TO
THE IMMOKAlEE BEAUTIFICATION ADVISORY COMMITTEE.
WHEREAS, on October 22, 2002, the Board of County Commissioners adopted
Collier County Ordinance No. 2002-52 establishing the Immokalee Beautification
Advisory Committee; and
WHEREAS, Collier County Ordinance No. 2002-52 provides that the Advisory
Committee shall be composed of five (5) members; four (4) members who permanently
reside within the Immokalee Beautification Municipal Services Taxing Unit (MSTU), and
one (1) owner of residential or commercial property within the MSTU; and
WHEREAS, there are currently three vacancies on this Committee for the residential
category; and
WHEREAS, the Board of County Commissioners previously provided public notice
soliciting applications from interested; and
WHEREAS, the Immokalee Beautification Advisory Committee has provided the
Board of County Commissioners with its recommendations for appointment.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, that:
1. Rita Avalos, representing the resident within district category, is hereby
appointed to the Immokalee Beautification Advisory Committee for a 4 year term, said
term to expire on September 23, 2008.
2. Cherryle Thomas, representing the resident within district category, is hereby
appointed to the Immokalee Beautification Advisory Committee for a 4 year term, said
term to expire on September 23, 2008.
3. Dorcas F. Howard, representing the resident within district category, is hereby
appointed to the .Immokalee Beautification Advisory Committee for a 4 year term, said
term to expire on September 23, 2008.
BE IT FURTHER RESOLVED that the Board of County Commissioners of Collier
County hereby waives the provisions of Section Seven B. of Ordinance No. 2001-55,
relating to a limitation of two consecutive terms of office, for the purpose of
reappointment of the above members to this Committee.
This Resolution adopted after motion, second and majority vote.
DATED: Mar~~<J ~tfP~5
. c~'!;: '-"", . . ,:,' . .:'~. ,~;,,:~
ATTEST. ~'" ., , ~", ~..
DWIGHT $. B~(}'~K, -~r~~:~ .
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1dh?fuf~~ ,hr.
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S 1 gl"L\t~('t. ,'.~1:J.
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Approved as to form and
legal sufficiency: ~.
~ie~~ty~~
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By: .
FRED W. COYLE, C
Agenda a 8
Date ~_ .0S
r\"'1
~;:;~d _~_:L':LQ5
~,~,-hJ^k
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ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
'''moo pi"' P.P}~ ~~~~,?!",CO?g~~r~~~~~,~~~~~~~~2~~~~~!~~OO~~~;:r:!"~ "igiool
documents are to be forwarded to the Board Oftice only after the Board has taken action on the item.) l;'J.P tI
ROUTING SLIP
Complete routing lines # 1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the
exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5).
Route to Addressee(s) Office Initials Date
(List in routing order)
1.
2.
3.
4.
5. Sue Filson, Executive Manager Board of County Commissioners
6. Minutes and Records Clerk of Court's Office
PRIMARY CONT ACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC oftice only after the BCC has acted to approve the
item.)
Name of Primary Staff Kay Nell, CLA Phone Number Extension 8400
Contact County Attorney's Office
Agenda Date Item was March 8, 2005 Agenda Item Number 90
Approved by the BCC
Type of Document Resolution Number of Original 1
Attached Documents Attached
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/A" in the Not Applicable column, whichever is
a ro riate,
Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney, This includes signature pages from ordinances,
resolutions, etc, signed by the County Attorney's Office and signature pages from
contracts, agreements, etc, that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials.)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date ofBCC approval of the
document or the final ne otiated contract date whichever is a licable,
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are re uired,
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCe's actions are nullified, Be aware of our deadlines!
The document was approved by the BCC on (enter date) and all changes
made during the meeting have been incorporated in the attached document. The
Count Attorne 's Office has reviewed the chan es, if a licable.
Yes
(Initial)
N/A (Not
A licable)
2.
N/A
3.
4.
l I
5.
r
6.
I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05. Revised 2.24.05
RESOLUTION NO. 2005-112
90
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS
OF COllIER COUNTY, FLORIDA, TO APPOINT MEMBERS TO
THE PARKS AND RECREATION ADVISORY BOARD.
WHEREAS, the Parks and Recreation Advisory Board was created on November 25,
1975, and was composed of five (5) members; and
WHEREAS, the Board of County Commissioners, on October 25, 1993, adopted
Ordinance No. 93-81 which increased the membership from five (5) members to seven
(7) members; and
WHEREAS, there are currently vacancies in the category of Urban Area Community
Park District; and
WHEREAS, the Board of County Commissioners previously provided public notice
soliciting applications from interested parties; and
WHEREAS, the Parks and Recreation Advisory Board has provided the Board of
County Commissioners with its recommendation for appointment.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that:
1. Darrol R. Riffle, representing the Urban Area Community Park District, is hereby
appointed to the Parks and Recreation Advisory Board to fulfill the remainder of the
vacant term, said term expiring December 31, 2006.
2. Timothy D. Toole, representing the Urban Area Community Park District, is
hereby appointed to the Parks and Recreation Advisory Board to fulfill the remainder of
the vacant term, said term expiring December 31, 2006.
This Resolution adopted after motion, second and majority vote.
DATED: June 8, 2004
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BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By: ~ W. C~~
FRED W. COYLE, Chairm -
Approved as to form and
legal sufficiency:
~~~~
David c. Weigel
County Attorney
Item # q .D
~~e~da .3.B '05
U~lt,:... ---
I
~3ll~ 3-/4 'Os
t.,ecd ---
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ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP Q F
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO 7
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. Original documents should be h,md delivered to the Board Office. The completed routing slip and original
documents are to be forwarded to the Board Office only after the Board has taken action on the item.)
ROUTING SLIP
Complete routing lines # I through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the
exception of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5).
Route to Addressee(s) Office Initials Date
(List in routing order)
1.
2.
3.
4.
5. Sue Filson, Executive Manager Board of County Commissioners
6. Minutes and Records Clerk of Court's Office
PRIMARY CONT ACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact stail' for additional or missing
information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC oftice only after the BCC has acted to approve the
item)
Name of Primary Staff Kay Nell, CLA Phone Number Extension 8400
Contact County Attorney's Office
Agenda Date Item was March 8, 2005 Agenda Item Number 9F
Approved by the BCC
Type of Document Resolution Number of Original ]
Attached Documents Attached
I.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/A" in the Not Applicable column, whichever is
a ro riate.
Original document has been signed/initialed for legal sufficiency, (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney, This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials,)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date ofBCC approval of the
document or the final ne otiated contract date whichever is a licable.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are re uired,
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours ofBCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of our deadlines!
The document was approved by the BCC on (enter date) and all changes
made during the meeting have been incorporated in the attached document. The
Count Attorne 's Office has reviewed the chan es, if a licabIe.
Yes
(Initial)
2,
3.
4,
5.
6,
N/A
I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05
RESOLUTION NO. 2005-113
9F
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS
OF COllIER COUNTY, FLORIDA, TO APPOINT AND
REAPPOINT MEMBERS OF THE COllIER COUNTY CODE
ENFORCEMENT BOARD.
WHEREAS, Collier County Ordinance No. 92-80, as amended, provides that the
Collier County Code Enforcement Boards shall consist of seven regular members and
two alternate members; and
WHEREAS, there are currently vacancies on this Board for the categories of Financial
Advisor and Business; and
WHEREAS, the Board of County Commissioners previously provided public notice
soliciting applications from interested parties.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that:
1. Nicholas Hemes, representing the category of businessman, is hereby appointed
to the Collier County Code Enforcement Board for a 3 year term, said term to expire on
February 14, 2008.
2. Sheri Barnett, representing the category of Financial Advisor, is hereby
reappointed to the Collier County Code Enforcement Board for a 3 year term, said term
to expire on February 14, 2008.
This Resolution adopted after motion, second and majority vote.
DATED: March 8, 2005
AlTEST:
DWIGHT E. BROCK, Clerk
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
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Approved as to form and
legal sufficiency:
By: '1uJ-W. ~
FRED W. COYLE, Chairma
~,~
David C. Weigel
County Attorney
Item # qF
t:~:,nda 2:. ~ '05
lJe"': _._.... .
MEMORANDUM
Date:
March 31, 2005
To:
Brenda Brilhart
Purchasing Department
From:
Heidi R. Rockhold, Deputy Clerk
Minutes & Records Department
Re:
Contract # 05-3788
"Construction road and Utility Improvements on
Immokalee Road Six-Laning Project from US 41 to 175"
Contractor: John Carlo, Inc.
Enclosed please find three (3) original documents, as referenced above,
(Agenda Item #10C), approved by the Board of County Commissioners
on Tuesday, March 8, 2005.
We have kept a copy for the official public record and have also provided
the Finance Department with a copy.
If you should have any questions, please contact me at 732-2646 ext.
7240.
Thank you.
Enclosures (3)
loa u4
lOC
Memorandum
DATE:
March 28, 2005
O~~e~
TO: Sheree Mediavilla, Senior Analyst
Risk Management Department
FROM: ~renda Brilhart
Purchasing Agent
RE:
Review of Insurance for: 05-3788 "Construct Road and Utility
Improvements on Immokalee Road Six-Laning Project from US 41 to 175"
Contractor: John Carlo, Inc.
This Contract was approved by the BCC on March 8, 2005 Agenda # 10.C
Please review the Insurance Certificate and Payment and Performance Bonds in this
Agreement for the referenced Contract. If everything is acceptable, please forward to the
County Attorney for further review and approval. I would appreciate it if you would
advise me when it has been forwarded.
If you have any questions, please contact me at ext. 6098.
CC: Dale Bathon, Transportation
ITEM NO.:
FILE NO.:
05--
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DA TE RECEIVED: \.JU ,..
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ROUTED TO:
Date:
To:
From:
Re:
DO NOT WRITE ABOVE THIS LINE
REQUEST FOR LEGAL SERVICES
March 28, 2005
Robert Zachary
Assistant County Attorney
@ Brenda Brilhart
~ Purchasing Agent
239/774-8446
Contract #05-3788 "Construct Road and Utility Improvements on
Immokalee Road Six-Laning Project from US 41 to 175"
Contractor: John Carlo, Inc.
BACKGROUND OF REQUEST:
This contract was approved by the BCC on March 8, 2005
Agenda Item: 1O.C
This item has not been previously submitted.
ACTION REQUESTED:
Contract review and approval.
OTHER COMMENTS:
Please forward to BCC for signature after approval. If there are any questions
concerning the document, please contact me. Purchasing would appreciate
notification when the documents exit your office. Thank you.
C<-- ~
;...>O-D~
lOC
IMMOKALEE ROAD SIX LANE CONSTRUCTION - U.S. 41 TO 1-75
COLLIER COUNTY BID NO. 05-3788
COLLIER COUNTY, FLORIDA
(Transportation Projects)
Design Professional:
Hole Montes, Inc.
COLLIER COUNTY PURCHASING DEPARTMENT
3301 Tamiami Trail, East
Naples, Florida 34112
lOC
.
TABLE OF CONTENTS
A. PUBLIC NOTICEILEGAL ADVERTISEMENT (PAGE 1 ONLY)
B. INSTRUCTIONS TO BIDDERS
C. BID PROPOSAL, BID SCHEDULE AND OTHER DOCUMENTS
D. AGREEMENT
E. AGREEMENT EXHIBITS
EXHIBIT A:
EXHIBIT B:
EXHIBIT C:
EXHIBIT D:
EXHIBIT E:
EXHIBIT E1:
EXHIBIT F:
EXHIBIT G:
EXHIBIT G1:
EXHIBIT G2:
EXHIBIT H:
EXHIBIT I:
EXHIBIT J:
EXHIBIT K:
EXHIBIT L:
Performance and Payment Bond Forms
Insurance Requirement Form
Release and Affidavit Form
Contractor Application for Payment Form
Change Order Form
Work Directive Change
Certificate of Substantial Completion Form
Final Payment Checklist
Certificate of Final Completion
Warranty
General Terms and Conditions
Supplemental Terms and Conditions
Technical Specifications
Permits
Plans and Specifications prepared by Hole Montes, Inc.
and identified as follows: Immokalee Road Six Lane Construction-
U.S. 41 to 1.75 as shown on Plan Sheets 1 - 593
-Road Way Plans - 299 Pages
-Signing & Pavement Marking Plans - 55 Pages
-Signalization Plans - 34 Pages
-Lighting Plans - 47 Pages
-County Utility Plans - 113 Pages
-Structure Plans - 45 Pages
PUBLIC NOTICE
lOC
.
,-
INVITATION TO BID
COLLIER COUNTY, FLORIDA
IMMOKALEE ROAD SIX LANE CONSTRUCTION - U.S. 41 to 1-75
COUNTY BID NO. 05-3788
Separate sealed proposals for the construction of Immokalee Road Six Lane Construction - U.S.
41 to 1-75, 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 22nd day of February, 2005, at which
time all proposals will be publicly opened and read aloud. Any bids received after the time and date
specified will not be accepted and shall be returned unopened to the Bidder.
A mandatory pre-bid conference shall be held at the Purchasing (Building G) at 2:30 P.M. LOCAL
TIME on the 1st day of February, 2005, at which time all prospective Bidders may have questions
answered regarding the Bidding Documents for this Project. In instances where the County has
deemed the pre-bid to be Mandatory, the Bidder's failure to attend the pre-bid conference shall result
in the rejection of its bid.
Sealed envelopes containing bids shall be marked or endorsed "Proposal for Collier County
Government, Collier County, Florida, Immokalee Road Six Lane Construction - U.S. 41 to 1-75
County Bid No. 05-3788 and Bid Date of February 22, 2005. No bid shall be considered unless it is
made on the Bid Schedule, which is included in the Bidding Documents. The Bid Proposal (TR-P-1
through TR-P-13) shall be removed from the Bidding Documents prior to submittal.
One contract will be awarded for all Work. Bidding Documents may be examined in the office of the
Purchasing Department, Purchasing Building, 3301 Tamiami Trail East, Naples, Florida 34112.
Copies of the Bidding Documents may be obtained only at the offices of the Purchasing Department,
3301 Tamiami Trail East, Naples, Florida 34112, 239-774-8407, upon payment of $140,00 for each
set of documents to offset the cost of reproduction. Return of the documents is not required, and the
amount paid for the documents is nonrefundable.
The following plan room services may have obtained copies of the Bidding Documents for the work
contemplated herein:
McGraw-Hili Construction Dodge
2830 Winkler Avenue
Ft. Myers, FL 33916
TR-PN-1
IOC
.
Each bid shall be accompanied by a certified or cashiers check or a Bid Bond in an amount not less
than five percent (5%) of the total Bid to be retained as liquidated damages in the event the
successful Bidder fails to execute the Agreement and file the required bonds and insurance within ten
(10) calendar days after the receipt of the Notice of Award.
The successful Bidder shall be required to furnish the necessary Performance and Payment Bonds,
as prescribed in the General Conditions of the Contract Documents. All Bid Bonds, Performance and
Payment Bonds, Insurance Contracts and Certificates of Insurance shall be either executed by or
countersigned by a licensed resident agent of the surety or insurance company having its place of
business in the State of Florida. Further, the said surety or insurance company shall be duly licensed
and qualified to do business in the State of Florida. Attorneys-in-fact that sign Bid Bonds or
Performance and Payment Bonds must file with each bond a certified and effective dated copy of
their Power of Attorney.
In order to perform public work, the successful Bidder shall, as applicable, hold or obtain such
contractors and business licenses, certifications and registrations as required by State statutes and
County ordinances.
Before a contract will be awarded for the work contemplated herein, the County shall conduct such
investigations, as it deems necessary to determine the performance record and ability of the
apparent low Bidder to perform the size and type of work specified in the Bidding Documents. Upon
request, the Bidder shall submit such information as deemed necessary by the County to evaluate
the Bidder's qualifications.
The Successful Bidder shall be required to finally complete all Work within nine hundred and thirty
(930) calendar days from and after the Commencement Date specified in the Notice to Proceed.
The County reserves the right to reject all Bids or any Bid _ not conforming to the intent and purpose of
the Bidding Documents, and to postpone the award of the contract for a period of time which,
however, shall not extend beyond one hundred twenty (120) days from the bid opening date.
Dated this 18th day of January, 2005
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
BY:
Stephen Y. Carnell
Purchasing/General Services Director
TR-PN-2
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.
PART B - INSTRUCTIONS TO BIDDERS
Section 1. Definitions
1.1 The term "Owner" used herein refers to the Board of County Commissioners, or its duly
authorized representative.
1.2 The term "Project Manager" used herein refers to the Owner's duly authorized representative
and shall mean a Division Administrator or Department Director acting directly or through duly
authorized representatives.
1.3 The term "Design Professional"refers to the licensed professional engineer or architect who is
in privity with the Owner for the purpose of designing and/or monitoring the construction of the
project. Any or all duties of the Design Professional referenced under this Agreement may be
assumed at any time by the Project Manager on behalf of the Owner. Conversely, the Project
Manager may formally assign any of his/her duties specified in this agreement to the Design
Professional.
1.4 The term "Bidder" used herein means one who submits a bid directly to the Owner in response
to this solicitation.
1.5 The term "Successful Bidder" means the lowest qualified, responsible and responsive Bidder
who is awarded the contract by the Board of County Commissioners, on the basis of the Owner's
evaluation.
1.6 The term "Bidding Documents" includes the Legal Advertisement, these Instructions to
Bidders, the Bid Schedule and the Contract Documents as defined in the Agreement.
1.7 The term "Bid" shall mean a completed Bid Schedule, bound in the Bidding Documents,
properly signed, providing the Owner a proposed cost for providing the services required in the
Bidding Documents.
Section 2. Preparation of Bids
2.1 The Bids must be submitted on the standard form herein furnished by the Owner (pages TR-
P-1 to TR-P-13 as bound in these Bidding Documents). The Bidder shall complete the Bid in ink or by
typewriter and shall sign the Bid correctly. Bid Schedules submitted on disk/CD shall be accompanied
by a hard copy of the completed Bid Schedule, which shall be signed and dated by the bidder. The
Bid may be rejected if it contains any omission, alteration of form, conditional bid or irregularities of
any kind. Bids must be submitted in sealed envelopes, marked with the Bid Number, Project Name
and Bid opening Date and Time, and shall be addressed to the Collier County Purchasing
Department, Purchasing Building, Collier County Government Complex, 3301 Tamiami Trail, East,
Naples, Florida 34112. If forwarded by mail, the sealed envelope containing the Bid must be
enclosed in another sealed envelope addressed as above. Bids received at the location specified
herein after the time specified for bid opening will be returned to the bidder unopened and shall not
be considered.
TR-IB-1
1 DC ·
Section 3. Bid Deposit Reauirements
3.1 No Bid shall be considered or accepted unless at the time of Bid filing the same shall be .
accompanied by a cashiers check, a cash bond posted with the County Clerk, a certified check
payable to Owner on some bank or trust company located in Naples, Florida insured by the Federal
Deposit Insurance Corporation, or Bid Bond, in an amount not less than 5% of the bidder's
maximum possible award (base bid plus all add alternates) (collectively referred to herein as the
"Bid Deposit"). The Bid Deposit shall be retained by Owner as liquidated damages if the successful
Bidder fails to execute and deliver to County the Agreement, or fails to deliver the required
Performance and Payment Bonds or Certificates of Insurance, all within ten (10) calendar days after
receipt of the Notice of Award. Bid Bonds shall be executed by a corporate surety licensed under the
laws of the State of Florida to execute such bonds, with conditions that the surety will, upon demand,
forthwith make payment to Owner upon said bond. Bid Deposits of the three (3) lowest Bidders shall
be held until the Agreement has been executed by the Successful Bidder and same has been
delivered to Owner together with the required bonds and insurance, after which all three (3) Bid
Deposits shall be returned to the respective Bidders. All other Bid Deposits shall be released within
ten (10) working days of the Bid Opening. No aid including alternates, shall be withdrawn within one
hundred and twenty (120) days after the public opening thereof. If a Bid is not accepted within said
time period it shall be deemed rejected and the Bid Deposit shall be returned to Bidder. In the event
that the Owner awards the contract prior to the expiration of the 120 day period without selecting any
or all alternates, the Owner shall retain the right to subsequently award said alternates at a later time
but no later than 120 days from opening, unless otherwise authorized by the Purchasing Director.
3.2 The Successful Bidder shall execute five (5) copies of the Agreement and deliver same to
Owner within the time period noted above. The Owner shall execute all copies and return one fully
executed copy of the Agreement to Successful Bidder within thirty (30) working days after receipt of
the executed Agreement from Successful Bidder unless any governmental agency having funding
control over the Project requires additional time, in which event the Owner shall have such additional
time to execute the Agreement as may be reasonably necessary.
Section 4. Right to Reiect Proposals
4.1 The Owner reserves the right to reject any and all Bids or to waive informalities and negotiate
with the apparent lowest, qualified Bidder to such extent as may be necessary for budgetary reasons.
Section 5. Sianina of Bids
5.1 Bids submitted by a corporation must be executed in the corporate name by the president or a
vice president, and a corporate seal must be affixed and attested to by the secretary or assistant
secretary of the corporation. The corporate address and state of incorporation must be shown below
the signature.
TR-IB-2
IOC
.
5.2 Bid proposals by a partnership must be executed in the partnership name and signed by a.
general partner whose title must appear under the signature and the official address of the
partnership must be shown below said signature.
5.3 If Bidder is an individual, its signature shall be inscribed.
5.4 If signature is by an agent or other than an officer of corporation or general partner of
partnership, a properly notarized power of attorney must be submitted with the Bid.
5.5 All Bids shall have names typed or printed below all signatures.
5.6 All Bids shall state the Bidder's contractor license number.
5.7 Failure to follow the provisions of this section shall be grounds for rejecting the Bid as irregular
or unauthorized.
Section 6. Withdrawal of Proposals
Any Bid may be withdrawn at any time prior to the hour fixed in the Legal Advertisement for the
opening of Bids, provided that the withdrawal is requested in writing, properly executed by the Bidder
and received by Owner prior to Bid Opening. The withdrawal of a Bid will not prejudice the right of a
Bidder to file a new Bid prior to the time specified for Bid opening.
Section 7. Late Bids
No Bid shall be accepted that fails to be submitted prior to the time specified in the Legal
Advertisement.
Section 8. Interpretation of Contract Documents
8.1 No interpretation of the meaning of the plans, specifications or other Bidding Documents shall
be made to a Bidder orally. Any such oral or other interpretations or clarifications shall be without
legal effect. All requests for interpretations or clarifications shall be in writing, addressed to the
Purchasing Department, to be given consideration. All such requests for interpretations or
clarification must be received at least ten (10) calendar days prior to the Bid opening date. Any and
all such interpretations and supplemental instructions shall be in the form of written addendum which,
if issued, shall be sent by mail or fax to all known Bidders at their respective addresses furnished for
such purposes no later than three (3) working days prior to the date fixed for the opening of Bids.
Such written addenda shall be binding on Bidder and shall become a part of the Bidding Documents.
8,2 It shall be the responsibility of each Bidder to ascertain, prior to submitting its Bid, that it has
received all addenda issued and it shall acknowledge same in its Bid.
TR-IB-3
1 DC ·
8.3 As noted in the Legal Advertisement, attendance by all bidders at the Pre-Bid Conference is
__ mandatory. [In instances were the County has deemed, the pre-bid to be Mandatory, the Bidder's
failure to attend the pre-bid conference shall result in the rejection of its bid.]
Section 9. Examination of Site and Contract Documents
9.1 By executing and submitting its Bid, each Bidder certifies that it has:
a. Examined all Bidding Documents thoroughly;
b. Visited the site to become familiar with local conditions that may in any manner affect
performance of the Work;
c. Become familiar with all federal, state and local laws, ordinances, rules, and regulations
affecting performance of the Work; and
d. Correlated all of its observations with the requirements of Bidding documents.
No plea of ignorance of conditions or difficulties that may exist or conditions or difficulties that may be
encountered in the execution of the Work pursuant to these Bidding Documents as a result of failure
to make the necessary examinations and investigations shall be accepted as an excuse for any
failure or omission on the part of the Successful Bidder, nor shall they be accepted as a basis for any
claims whatsoever for extra compensation or for an extension of time.
9.2 The Owner will make copies of surveys and reports performed in conjunction with this Project
available to any Bidder requesting them at cost; provided, however, the Owner does not warrant or
represent to any Bidder either the completeness or accuracy of any such surveys and reports.
Before submitting its Bid, each Bidder shall, at its own expense, make such additional surveys and
investigations as may be necessary to determine its Bid price for the performance of the Work within
the terms of the Bidding Documents.
Section 10. Material Reauirements
It is the intention of these Bidding Documents to identify standard materials. When space is provided
on the Bid Schedule, Bidders shall specify the materials which they propose to use in the Project.
The Owner may declare any Bid non-responsive or irregular if such materials are not specifically
named by Bidder.
Section 11. Bid Quantities
Quantities given in the Bid Schedule, while estimated from the best information available, are
approximate only. Payment for unit price items shall be based on the actual number of units installed
for the Work. Bids shall be compared on the basis of number of units stated in the Bid Schedule as
TR-IB-4
1 DC ·
set forth in the Bidding Documents. Said unit prices shall be multiplied by the bid quantities for the
total Bid price. Any Bid not..conforming to this requirement may be rejected. Special attention to all
Bidders is called to this provision, for should conditions make it necessary or prudent to revise the
unit quantities, the unit prices will be fixed for such increased or decreased quantities. Compensation
for such additive or subtractive changes in the quantities shall be limited to the unit prices in the Bid.
Subsequent to the issuance of a notice to proceed, the Project Manager shall have the discretion to
re-negotiate any unit price(s) where the actual quantity varies by more than 25% from the estimate at
the time of bid.
Section 12. Award of Contract
Any prospective bidder who desires to protest any aspect(s) or provision(s) of the bid invitation shall
file his protest with the Purchasing Director in writing prior to the time of the bid opening.
Award of contract shall be made to the lowest, responsive and qualified Bidder determined on the
basis of the entire Bid and the Owner's investigations of the Bidder. In determining the lowest,
responsive and qualified bidder, the Owner shall consider the capability of the Bidder to perform the
contract in a timely and responsible manner through its use of subcontractors. The Owner may reject
all bids proposing the use of any subcontractors who have been disqualified from bidding by the
County, disqualified or de-certified for bidding purposes by any public contracting entity, or who has
exhibited an inability to perform through any other means. When the contract is awarded by Owner,
such award shall be evidenced by a Notice of Award, signed by the Project Manager of Owner and
delivered to the intended awardee or mailed to awardee at the business address shown in the Bid.
Award of Contract will be made by the Board of County Commissioners in public session. Award
recommendations will be posted outside the offices of the Purchasing Department generally on
Wednesdays and Thursdays. Any actual or prospective bidder who desires to formally protest the
recommended contract award must file a notice of intent to protest with the Purchasing Director
within two (2) calendar days (excluding weekends and holidays) of the date that the recommended
award is posted. Upon filing of said notice, the protesting party will have five (5) days to file a formal
protest and will be given instructions as to the form and content requirements of the formal protest. A
copy of the "Protest Policy" is available at the offices of the Purchasing Director.
For Bidders who may wish to receive copies of Bids after the Bid opening, The County reserves the
right to recover all costs associated with the printing and distribution of such copies.
Section 13. Sales Tax
Collier County, Florida as a political subdivision of the State of Florida, is exempt from the payment
of Florida sales tax to its vendors under Chapter 212, Florida Statutes. All successful bidders will be
provided a copy of Collier County's Certificate of Exemption (#21-07-019995-53c) upon contract
award. Corporations, Individuals and other entities are impacted by Chapter 212, Florida Statutes
according to the type of service, sale of commodity or other contractual arrangement to be made with
Collier County. By submittal of a properly executed response to a Bid Proposal from Collier County,
Florida the Bidder is acknowledging that it is aware of its statutory responsibilities for sales tax under
Chapter 212, Florida Statutes.
TR-IB-5
1 DC ·
Collier County is also exempt from most Federal excise.taxes. By submittal of a properly executed
response to a Bid Proposal from Collier County, Florida, the Bidder is acknowledging that it is aware
of its responsibilities for Federal excise taxes.
Section 14. Exclusion of County Permits in Bid Prices
14.1 To ensure compliance with Section 218.80, F.S., otherwise known as "The Public Bid
Disclosure Act", Collier County will pay for all Collier County permits and fees, including license fees,
permit fees, impact fees or inspection fees applicable to this work through an internal budget
transfer(s). Hence, bidders shall not include these permitlfee amounts in their bid offer. However, the
successful bidder shall retain the responsibility to initiate and complete all necessary and appropriate
actions to obtain the required permits other than payment for the items identified in this section.
14.2 The successful bidder shall be responsible for procuring and paying for all necessary permits
not issued by Collier County pursuant to the prosecution of the work.
Section 15. Use of Subcontractors
15.1 To ensure the work contemplated by this contract is performed in a professional and timely
manner, all subcontractors shall be "qualified" as defined in Collier County Ordinance 87-25, meaning
a person or entity that has the capability in all respects to perform fully the contract 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 o.f a subcontractor when
evaluating the ability, capacity and skill of the Bidder and its ability to perform the contract within the
time required. Owner reserves the right to disqualify a Bidder who includes subcontractors in its bid
offer which are not "qualified" or who do not meet the legal requirements applicable to and
necessitated by this Contract.
Section 16. Prohibition of Gifts
No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee,
service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida
Statutes, Collier County Ethics Ordinance No. 2003-53, and County Administrative Procedure 5311.
Violation of this provision may result in one or more of the following consequences: a. Prohibition by
the individual, firm, and/or any employee of the firm from contact with County staff for a specified
period of time; b. Prohibition by the individual and/or firm from doing business with the County for a
specified period of time, including but not limited to: submitting bids, RFP, and/or quotes; and, c.
immediate termination of any contract held by the individual and/or firm for cause.
TR-IB-6
IOC
.
COLLIER COUNTY GOVERNMENT
PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL
ADMINISTRATIVE SERVICES DIVISION PURCHASING SERVICES BUILDING
NAPLES, FLORIDA 34112
(239) 774-8407
FAX (239) 732-0844
www.colliergov.net
ADDENDUM
DATE: February 9, 2005
TO: Interested Bidders
FROM: Brenda Brilhart
Purchasing Agent
SUBJECT: Addendum # 1 - Bid # 05-3788 - "Immokalee Road 6 Lane
Construction - U.S. 41 to 1-75
Addendum #1 covers the following changes and clarifications for the referenced Bid:
NOTE: Items 1 through 3 below are questions or comments that were discussed at the
Mandatory Pre-Bid Meetinq held on February 1. 2005, The questions and/or comments are
not verbatim. but are paraphrased based on notes taken during the pre-bid meeting,
1. COMMENTS BY THE COLLIER COUNTY PROJECT MANAGER AND THE COUNTY'S
DESIGN CONSULTANT
· The County's CEI consultant will be Post, Buckley, Schuh and Jernigan.
· The project is divided into three milestone segments. The approximate milestone
segments from east to west are: 1 - 1-75 to Livingston Road; 2 - Livingston
Road to Airport-Pulling Road; and 3- Airport-Pulling Road to U.S. 41. Milestone 1
shall be substantially complete by November 15, 2005. Bids to be received on
February 22, 2005. Board of County Commissioners will award contract at March
8, 2005 BCC meeting. It is incumbent on contractor to expeditiously provide
necessary documents to finalize and execute contract. The goal is to issue a
notice to proceed by mid-April.
· Milestone segments shall be substantially complete within time periods indicated
in Exhibit I. Final completion will be for entire project only. Milestone segment
punch list items shall be complete within 30 days of substantial completion,
· The right-of-way is available for non-County utilities to begin relocations, County
to begin notifying utilities of right-of-way availability.
· Contractor will be required to use painted pavement markings in the Milestone 1
and 2 segments prior to final thermoplastic pavement markings, Pay items for
Page 1 of3
painted pavement markings for Milestones 1 and 2 will be added to the blOC
schedule.
· The County's design consultant will be obtaining a SFWMD dewatering permit
for the Milestone 1 segment prior to the notice to proceed,
· The contractor shall select the method of providing pipe crossings under
pavement, Le" cut and cover, jack and bore or directional drilling and none of
these methods will be considered as a value engineering change proposal.
· Business signs will be added to the contract with the appropriate pay item,
Specific business names or shopping plaza names shall be used,
· Curb pad thickness requirements will be added.
· Clarifications will be provided for the application of overbuild.
Pre-Bid Meetina Questions and Answers
A Pre-Bid Meeting was held on February 1, 2005. Questions requiring an interpretation
or clarification of the contract documents were recorded during the meeting. The
questions are repeated below with the Engineer's response.
-1. Question and/or Comment at Pre-Bid Meeting - "We need at least 6 feet width to mix
materials for Type B stabilization."
Response/Clarification - Widenings that are less than 6 feet will utilize ABC-3 in lieu of
Type B stabilization, base course and curb pad.
2. Question and/or Comment at Pre-Bid Meeting - "When will existing landscaping to be
salvaged by the County be removed?"
Response/Clarification - All existing landscaping within the limits of the project that the
County plans to salvage will be removed prior to the notice to proceed.
Replacements and Additions
1, Replace the following Milestone Table on TR-P-8, TR-CA-2, and replace with the
followin
Milestone
1
2
3
Substantial Com letion
11/15/05
400 Da s
900 Da s
2. Replace the following Liquidated Damages table on two sections on page TR-CA-3:
(See Exhibit I Attached)
Milestone Substantial Completion Final Completion
1 $1,567.67 $4,-~.1.~-,OQ_ _$1,567.67
2 $2,348,31 $4,312,00 $2,348,31
3 $4,708.02 $A.L~J2-,00 $4,708.02
3. In the Bid Proposal, replace the bid schedule (14 pages TR-P-a - TR-P-f) in its entirety
with the attached bid schedule (16 pages TR-P-a - TR-P-g),
4, In Exhibit J, as part of the Supplemental Specifications, add the following paragraph to
the end of Subarticle 102-3,2
Page 2 of3
"Provide a Worksite Traffic Supervisor who responsible for initiating, installing,
and maintaining all traffic control devices as described in Section 102 and in the
Contract Documents. Ensure that the Worksite Traffic Supervisor is certified by a
Department approved training agency, which meets the Department's
maintenance of traffic requirement for advanced training. Use alternate approved
Worksite Traffic Supervisors when necessary."
1 DC ·
5. In Exhibit J, as part of the Supplemental Specifications, add the following paragraph to
the end of Subarticle 102-5.7
"Provide trained f1aggers to direct traffic where one-way operation in a single
lane is in effect and in other situations as required. The Worksite Traffic
Supervisor shall provide training for f1aggers using Department approved training
materials. "
6. In Exhibit J, as part of the Collier County Utility Specifications, replace Technical
Specification 01026 entitled Measurement and Payment (Pages J-U-6 to J-U-12) in its
entirety with the attached Technical Specification 01026 (Pages J-U-6 to J-U-12).
Acknowledge receipt of this Addendum by inserting its number and
date on Page TR-P-1 of the Bid Proposal.
ATTACHMENTS
· Bid Schedule (16 pages)
· Exhibit I (3 pages)
· Exhibit J - Technical Specification 01026 entitled Measurement and
Payment (Page J-U-6 to J-U-12)
· Pre-Bid Meeting Attendance List
If you require additional information please call Dale Bathon, TECM Department at 239/213-
5827 or by email at DaleBathon@colliergov.net or me at 239/774-8446 or bye-mail at
BrendaBri I hart@colliergov.net.
cc: Dale Bathon, Project Manager / TECM
Walter Gilcher, Jr., P,E. / Hole Montes
Page 3 of3
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - US 41 to 1-75 1 OC
COUNTY PROJECT NO. 66042 .
BID NO. 05-3788
SIGNALIZATION ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
555-1-1 DIRECTIONAL BORE (LESS THAN 6 INCHES) LF 575 $ $
630-1-12 CONDUIT (F&I) (UNDERGROUND) LF 22,434 $ $
630-1-13 CONDUIT (F&I) (UNDER PAVEMENT) LF 77 $ $
632-7-1 CABLE (SIGNAL) PI 9 $ $
633-121-2 FIBER OPTIC CABLE (F&I) (UNDERGROUND) (SM) (36 COUNT) LF 11,940 $ $
633-121-2 FIBER OPTIC CABLE (F&I) (UNDERGROUND) (SM) (48 COUNT) LF 11,940 $ $
635-1-11 PULL AND JUNCTION BOXES (F&I) (PULL BOX) EA 58 $ $
635-1-15 PULL AND JUNCTION BOXES (F&I) (FIBER OPTICS PULL BOX) EA 35 $ $
639-1-22 ELECTRICAL POWER SERVICE (UNDERGROUND) AS 6 $ $
639-2-1 ELECTRICAL SERVICE WIRE LF 1,311 $ $
641-41-112 PRESTRESSED CONCRETE POLES (F&I DB)(TYPE N-II SERV)(12 FT) EA 6 $ $
649-415-003 MAST ARM ASSEM (F&IfHL) (SINGLE ARM WIO LUM.) (B5-Q3) EA 3 $ $
649-416-004 MAST ARM ASSEM (F&I/HL) (SINGLE ARM WIO LUM.) (B6-Q4) EA 9 $ $
649-417-006 MAST ARM ASSEM (F&I/HL) (DOUBLE ARM WIO LUM.) (B7-06) EA 6 $ $
649-425-203 MAST ARM ASSEM (F&IIHL) (DOUBLE ARM WIO LUM.) (B6-B2-Q4) EA $ $
650-51-313 TRAFFIC SIGNAL, 12 IN STD. (F&I) (3 SEC, 1 WAY) (SPECIAL) AS 61 $ $
650-51-513 TRAFFIC SIGNAL, 12 IN STD. (F&I) (5 SEC, 1 WAY) (SPECIAL) AS 3 $ $
650-54-311 TRAFFIC SIGNAL, 121N STD. (RELOCATE) (3 SECTION, ONE WAY) AS 12 $ $
653-181 PEDESTRIAN SIGNALS (F&I) (LED) (ONE WAY) AS 24 $ $
653-182 PEDESTRIAN SIGNALS (F&I) (LED) (TWO WAY) AS 5 $ $
659-101 SIGNAL HEAD AUXILIARIES (F&I) (BACK PLATES, 3 SECTION) EA 38 $ $
659-108 SIGNAL HEAD AUXILIARIES (F&I) (STEEL PEDESTAL) EA 4 $ $
660-2-102 LOOP ASSEMBLY (F&I) (TYPE B) AS 3 $ $
663-74-11 VEHICLE DETECTOR ASSEMBLIES ( OPTICAL TYPE) (F&I) EA 20 $ $
663-74-12 VEHICLE DETECTOR ASSEMBLIES (INFRARED) EA $ $
665-13 PEDESTRIAN DETECTOR (F&I) (DETECTOR WITH SIGN ONLY) EA 28 $ $
670-5-112 ACTUATED SOLID STATE CONTROLLER ASSEMBLY (F&I) AS 6 $ $
670-5-410 ACTUATED SOLID STATE CONTROLLER ASSEMBL Y(MODIFY) AS $ $
685-128 SYSTEM AUXILIARIES (F&I) (INTERFACE PANEL) EA 5 $ $
685-140 SYSTEM AUXILIARIES (F&I) (FIBER OPTIC, MODULATOR) EA 5 $ $
685-142 SYSTEM AUXILIARIES (F&I) (VIDEO CENTRAL CONTROL EQUIP) EA 5 $ $
690-10 REMOVE TRAFFIC SIGNAL HEAD ASSEMBLY EA 43 $ $
690-20 REMOVE PEDESTRIAN SIGNAL ASSEMBLY EA 14 $ $
690-31 SIGNAL PEDESTAL REMOVAL EA 4 $ $
690-32-1 POLE REMOVAL (SHALLOW) (DIRECT BURIAL) EA 10 $ $
TR-P-c 1/10/2005
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - US 41 to 1-75 1 DC
COUNTY PROJECT NO. 66042 .
BID NO, 05-3788
SIGNALIZATION ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
690-50 REMOVE CONTROLLER ASSEMBLY EA 5 $ $
690-60 REMOVE VEHICLE DETECTOR ASSEMBLY EA 31 $ $
690-80 REMOVE SPAN WIRE ASSEMBLY EA 5 $ $
690-90 REMOVE CABLING AND CONDUIT PI 6 $ $
690-100 REMOVE MISCELLANEOUS SIGNAL EQUIPMENT PI 6 $ $
699-1-1 SIGN (INTERNALLY ILLUMINATED) (STREET NAME) EA 17 $ $
700-46-15 EXISTING SIGN (REMOVE) (SPAN WIRE) AS 10 $ $
700-46-25 EXISTING SIGN (RELOCATE) (SPAN WIRE) AS $ $
700-48-18 SIGN PANEL (F&I) (15 SF OR LESS) EA 4 $ $
700-48-48 SIGN PANEL (RELOCATE) (15 SF OR LESS) EA 2 $ $
CC-992-SIG SIGNALIZATION ITEMS ALLOCATION FIXEC $ 30,000,00 $ 30,000,00
SIGNALIZATION ITEMS TOTAL $
TR-P-c
1/10/2005
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - US 41 TO 1-75 IOC
COUNTY PROJECT NO. 66042 .
BID NO. 05-3788
COUNTY UTILITY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
FORCE MAINS
FM-1 PIPE (PVC) 24" , CLASS 165 LF 2,840 $ $
FM-2 PIPE (PVC) 24" , CLASS 235 LF 240 $ $
FM-3 PIPE (PVC) 20" , CLASS 165 LF 2,100 $ $
FM-4 PIPE (PVC) 20" , CLASS 235 LF 530 $ $
FM-5 PIPE (PVC) 12" , CLASS 150 LF 2,640 $ $
FM-6 PIPE (PVC) 12" , CLASS 200 LF 450 $ $
FM-7 PIPE (PVC) 8" , CLASS 150 LF 950 $ $
FM-8 PIPE (PVC) 8" , CLASS 200 LF 400 $ $
FM-9 PIPE (PVC) 6" , CLASS 150 LF 480 $ $
FM-10 PIPE (PVC) 6" , CLASS 200 LF 300 $ $
FM-11 PIPE (PVC) 4" , CLASS 150 LF 170 $ $
FM-12 PIPE (PVC) 4" , CLASS 200 LF 170 $ $
FM-13 PIPE (01) 24" , CLASS 350 LF 80 $ $
FM-14 PIPE (01) 6" , CLASS 350 LF 60 $ $
FM-15 STEEL CASING 36" LF 280 $ $
FM-16 STEEL CASING 24" LF 690 $ $
FM-17 STEEL CASING 16" LF 130 $ $
FM-18 STEEL CASING 14" LF 290 $ $
FM-19 STEEL CASING 12" LF 150 $ $
FM-20 AIR VAC/RELlEF ASSEMBLY EA 6 $ $
FM-21 DUCTILE IRON FITTINGS LB 21,800 $ $
FM-22 PLUG VALVE 24" WITH VALVE BOX EA 2 $ $
FM-23 PLUG VALVE 20" WITH VALVE BOX EA 3 $ $
FM-24 PLUG VALVE 12" WITH VALVE BOX EA 4 $ $
FM-25 PLUG VALVE 10" WITH VALVE BOX EA $ $
FM-26 PLUG VALVE 8" WITH VALVE BOX EA 4 $ $
FM-27 PLUG VALVE 6" WITH VALVE BOX EA 9 $ $
FM-28 PLUG VALVE 4" WITH VALVE BOX EA 4 $ $
FM-29 RESTRAIN EXIST 4" FM EA 5 $ $
TR-P-e
2/8/05
BID SCHEDULE ADDENDUM NO, 1
IMMOKALEE ROAD - US 41 TO 1-75 1 DC
COUNTY PROJECT NO. 66042
BID NO. 05-3788
COUNTY UTILITY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
FM-30 RESTRAIN EXIST 6" FM EA 14 $ $
FM-31 RESTRAIN EXIST 8" FM EA 6 $ $
FM-32 RESTRAIN EXIST 12" FM EA 5 $ $
FM-33 RESTRAIN EXIST 20" FM EA 3 $ $
FM-34 RESTRAIN EXIST 24" FM EA 8 $ $
FM-35 REMOVE EXIST 3" FM LF 30 $ $
FM-36 REMOVE EXIST 4" FM LF 80 $ $
FM-37 REMOVE EXIST 6" FM LF 440 $ $
FM-38 REMOVE EXIST 8" FM LF 810 $ $
FM-39 REMOVE EXIST 10" FM LF 30 $ $
FM-40 REMOVE EXIST 20" FM LF 30 $ $
FM-41 REMOVE EXIST 24" FM LF 1,130 $ $
FM-42 GROUT FILL EXIST 3" FM LF 40 $ $
FM-43 GROUT FILL EXIST 4" FM LF 230 $ $
FM-44 GROUT FILL EXIST 6" FM LF 2,700 $ $
FM-45 GROUT FILL EXIST 8" FM LF 370 $ $
FM-46 GROUT FILL EXIST 10" FM LF 470 $ $
FM-47 GROUT FILL EXIST 12" FM LF 2,720 $ $
FM-48 GROUT FILL EXIST 20" FM LF 2,700 $ $
FM-49 GROUT FILL EXIST 24" FM LF 3,060 $ $
FORCE MAIN SUBTOTAL $
RECLAIMED WATER
REC-1 PIPE (PVC) 24", CLASS 165 LF 2,810 $ $
REC-2 PIPE (PVC) 24", CLASS 235 LF 440 $ $
REC-3 PIPE (PVC) 12", CLASS 150 LF 3,090 $ $
REC-4 PIPE (PVC) 12", CLASS 200 LF 340 $ $
REC-5 PIPE (PVC) 10", CLASS 200 LF 90 $ $
REC-6 STEEL CASING 24" LF 380 $ $
REC-7 STEEL CASING 36" LF 400 $ $
TR-P-e
2/8/05
BID SCHEDULE ADDENDUM NO, 1
IMMOKALEE ROAD - US 41 TO 1-75 IOC
COUNTY PROJECT NO. 66042
BID NO. 05-3788
COUNTY UTILITY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
REC-8 DUCTILE IRON FITTINGS LB 8,350 $ $
REC-9 AIR VAC/RELlEF ASSEMBLY EA 4 $ $
REC-10 GATE VALVE 10" EA $ $
REC-11 GATE VALVE 12" EA 3 $ $
REC-12 GATE VALVE 24" EA 4 $ $
REC-13 RESTRAIN EXIST 12" RWM EA 14 $ $
REC-14 RESTRAIN EXIST 18" RWM EA 8 $ $
REC-15 RESTRAIN EXIST 20" RWM EA 3 $ $
REC-16 RESTRAIN EXIST 24" RWM EA 9 $ $
REC-17 REMOVE EXIST 12" RWM LF 47 $ $
REC-18 GROUT FILL EXIST 12" RWM LF 3,210 $ $
REC-19 GROUT FILL EXIST 24" RWM LF 3,330 $ $
REC-20 UNDERGROUND CONCRETE CY 50 $ $
RECLAIMED WATER SUBTOTAL $
WATER DISTRIBUTION
WM-1 PIPE (PVC) 20", CLASS 165 LF 3,150 $ $
WM-2 PIPE (PVC) 20", CLASS 235 LF 580 $ $
WM-3 PIPE (PVC) 16", CLASS 165 LF 80 $ $
WM-4 PIPE (PVC) 16", CLASS 235 LF 320 $ $
WM-5 PIPE (PVC) 12", CLASS 150 LF 6,350 $ $
WM-6 PIPE (PVC) 12", CLASS 200 LF 1,650 $ $
WM-7 PIPE (PVC) 10", CLASS 150 LF 320 $ $
WM-8 PIPE (PVC) 8", CLASS 150 LF 280 $ $
WM-9 PIPE (PVC) 8", CLASS 200 LF 180 $ $
WM-10 PIPE (PVC) 6", CLASS 150 LF 80 $ $
WM-11 PIPE (PVC) 6", CLASS 200 LF 130 $ $
WM-12 PIPE (HOPE) 8", SDR 11 LF 180 $ $
WM-13 PIPE (01) 30", CLASS 150 LF 8,310 $ $
WM-14 PIPE (01) 30", CLASS 53 LF 150 $ $
TR-P-e
2/8/05
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - US 41 TO 1-75 IOC
COUNTY PROJECT NO. 66042 .
BID NO. 05-3788
COUNTY UTILITY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
WM-15 PIPE (01) 12", CLASS 53 LF 220 $ $
WM-16 PIPE (DI) 8". CLASS 53 LF 140 $ $
WM-1 7 STEEL CASING 42" LF 90 $ $
WM-18 STEEL CASING 36" LF 380 $ $
WM-19 STEEL CASING 30" LF 310 $ $
WM-20 STEEL CASING 24" LF 1,450 $ $
WM-21 STEEL CASING 16" LF 180 $ $
WM-22 STEEL CASING 14" LF 120 $ $
WM-23 HDPE CASING 14" LF 155 $ $
WM-24 AIR VAC/RELlEF ASSEMBLY EA 25 $ $
WM-25 DUCTILE IRON FITTINGS LB 139,900 $ $
WM-26 FIRE HYDRANT ASSEMBL Y EA 18 $ $
WM-27 FIRE HYDRANT RELOCATE EA 3 $ $
WM-28 20"x6" TAPPING SLEEVE AND VALVE EA $ $
WM-29 16"x12" TAPPING SLEEVE AND VALVE EA $ $
WM-30 12"x10" TAPPING SLEEVE AND VALVE EA $ $
WM-31 12"x8" TAPPING SLEEVE AND VALVE EA $ $
WM-32 8"X8" TAPPING SLEEVE AND VALVE EA $ $
WM-33 TEMP BACTERIAL SAMPLING STATION EA 12 $ $
WM-34 PERM BACTERIAL SAMPLING STATION EA 6 $ $
WM-35 GATE VALVE 30" EA 8 $ $
WM-36 GATE VALVE 20" EA 5 $ $
WM-37 GATE VALVE 16" EA 2 $ $
WM-38 GATE VALVE 12" EA 19 $ $
WM-39 GATE VALVE 10" EA 4 $ $
WM-40 GATE VALVE 8" EA 5 $ $
WM-41 GATE VALVE 6" EA 2 $ $
WM-42 RESTRAIN EXIST 6" WM EA 5 $ $
WM-43 RESTRAIN EXIST 8" WM EA 8 $ $
WM-44 RESTRAIN EXIST 10" WM EA 20 $ $
TR-P-e
2/8/05
BID SCHEDULE ADDENDUM NO, 1
IMMOKALEE ROAD - US 41 TO 1-75
COUNTY PROJECT NO. 66042 IOC
BID NO. 05-3788
COUNTY UTILITY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
WM-45 RESTRAIN EXIST 12" WM EA 11 $ $
WM-46 RESTRAIN EXIST 16" WM EA 7 $ $
WM-47 RESTRAIN EXIST 20" WM EA 32 $ $
WM-48 REMOVE EXIST 6" WM LF 180 $ $
WM-49 REMOVE EXIST 8" WM LF 600 $ $
WM-50 REMOVE EXIST 10" WM LF 60 $ $
WM-51 REMOVE EXIST 12" WM LF 2,380 $ $
WM-52 REMOVE EXIST 20" WM LF 5,950 $ $
WM-53 GROUT FILL EXIST 6" WM LF 110 $ $
WM-54 GROUT FILL EXIST 8" WM LF 1,060 $ $
WM-55 GROUT FILL EXIST 10" WM LF 70 $ $
WM-56 GROUT FILL EXIST 12" WM LF 11 ,160 $ $
WM-57 GROUT FILL EXIST 16" WM LF 1,110 $ $
WM-58 GROUT FILL EXIST 20" WM LF 6,630 $ $
WATER DISTRIBUTION SUBTOTAL $
RAW WATER
RWM-1 PIPE (PVC) 12", CLASS 150 LF 2,960 $ $
RWM-2 PIPE (PVC) 12", CLASS 200 LF 330 $ $
RWM-3 PIPE (01) 12", CLASS 53 LF 40 $ $
RWM-4 STEEL CASING, 24" LF 110 $ $
RWM-5 AIR VAC/RELlEF ASSEMBLY EA 4 $ $
RWM-6 DUCTILE IRON FITTINGS LB 4,800 $ $
RWM-7 GATE VALVE 12" EA 3 $ $
RWM-8 PIPE RESTRAINT FOR EXIST PIPE EA 31 $ $
RWM-9 REMOVE 12" 01 PIPE LF 1,250 $ $
RWM-10 GROUT FILL 12" 01 PIPE LF 2,450 $ $
RAW WATER SUBTOTAL $
CC-994-UTL COUNTY UTILITY ITEMS ALLOCATION FIXED $ 850,000,00 $ 850,000.00
COUNTY UTILITY ITEMS TOTAL
$
TR-P-e
2/8/05
BID SCHEDULE
IMMOKALEE ROAD - U.S. 41 TO 1-75
COUNTY PROJECT NO. 66042
BID NO. 05-3788
IOC
ADDENDUM NO.1
BJD SUMMARY
ROADWAY ITEMS TOTAL
$
SIGNING AND PAVEMENT MARKING ITEMS TOTAL
$
SIGNALIZATION ITEMS TOTAL
$
LIGHTING ITEMS TOTAL
$
COUNTY UTILITY ITEMS TOTAL
$
STRUCTURE ITEMS TOTAL
$
TOTAL CONTRACT BID
$
TR-P-g
2/8/05
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - U.S 41 to 1-75 1 DC
COUNTY PROJECT NO. 66042 .
BID NO. 05-3788
SIGNING AND PAVEMENT MARKING ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
700-40-1 SIGN SINGLE POST (LESS THAN 12) AS 124 $ $
700-40-2 SIGN SINGLE POST (12 -25) AS 2 $ $
700-41-10 SIGN MULTI POST (LESS THAN 50) AS 16 $ $
700-46-11 SIGN EXISTING (REMOVE) (SINGLE POST) AS 109 $ $
700-46-12 SIGN EXISTING (REMOVE) (MULTI POST) AS 2 $ $
700-46-21 SIGN EXISTING (RELOCATE) (SINGLE POST) AS 29 $ $
700-46-22 SIGN EXISTING (RELOCATE)(MULTI-POST) AS $ $
700-48-18 SIGN PANEL (F&I) EA 10 $ $
700-48-60 SIGN PANEL (REMOVE) EA 4 $ $
705-71 AlG TUBULAR DELINEATOR (FLEXIBLE) EA 12 $ $
706-3 RETRO-REFLECTIVE PAVEMENT MARKERS EA 3,568 $ $
710-6 DIRECTIONAL ARROWS, PAINTED EA 168 $ $
710-7 PAVEMENT MESSAGES, PAINTED EA 18 $ $
710-5-1 GUIDE LINES, PAINT (WHITE) LF 1,180 $ $
710-5-2 GUIDE LINES, PAINT (YELLOW) LF 1,885 $ $
710-21 SKIP TRAFFIC STRIPE (WHITE) (10' - 30') GM 6.072 $ $
710-23-61 SOLID TRAFFIC STRIPE (WHITE) (6") NM 6.431 $ $
710-23-81 SOLID TRAFFIC STRIPE (WHITE) (8") LF 2,302 $ $
710-23-121 SOLID TRAFFIC STRIPE (WHITE) (12") LF 4,134 $ $
710-23-181 SOLID TRAFFIC STRIPE (WHITE) (18") LF 740 $ $
710-23-241 SOLID TRAFFIC STRIPE (WHITE) (24") LF 1,136 $ $
710-24-61 SOLID TRAFFIC STRIPE (YELLOW) (6") NM 4.004 $ $
710-24-181 SOLID TRAFFIC STRIPE (YELLOW) (18") LF 336 $ $
710-29 REFLECTIVE PAINT (ISLAND NOSE) (WHITE) SY 2 $ $
710-30 REFLECTIVE PAINT (ISLAND NOSE) (YELLOW) SY 22 $ $
711-3 PAVEMENT MESSAGES, THERMOPLASTIC EA 29 $ $
711-4 DIRECTIONAL ARROWS, THERMOPLASTIC EA 327 $ $
711-5-1 GUIDE LINES, THERMOPLASTIC (WHITE) LF 1,415 $ $
711-5-2 .GUIDE LINES, THERMOPLASTIC (YELLOW) LF 2,970 $ $
711-33 SKIP TRAFFIC STRIPE, THERMOPLASTIC (WHITE) (10' - 30') GM 12.847 $ $
711-35-81 SOLID TRAFFIC STRIPE, THERMOPLASTIC (WHITE) (8") LF 5,607 $ $
711-35-121 SOLID TRAFFIC STRIPE, THERMOPLASTIC (WHITE) (12") LF 9,010 $ $
711-35-181 SOLID TRAFFIC STRIPE, THERMOPLASTIC (WHITE) (18") LF 1,394 $ $
TR-P-b
2/8/05
BID SCHEDULE
IMMOKALEE ROAD - U.S 41 to 1-75
COUNTY PROJECT NO. 66042
BID NO. 05-3788
ADI"rJ C 1
SIGNING AND PAVEMENT MARKING ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
711-35-241 SOLID TRAFFIC STRIPE, THERMOPLASTIC (WHITE) (24") LF 1,630 $ $
711-36-181 SOLID TRAFFIC STRIPE, THERMOPLASTIC (YELLOW) (18") LF 336 $ $
711-37-61 SOLID TRAFFIC STRIPE, THERMOPLASTIC (WHITE) (6") NM 12.426 $ $
711-38-61 SOLID TRAFFIC STRIPE, THERMOPLASTIC (YELLOW) (6") NM 7.972 $ $
CC-991-SPM SIGNING AND PAVEMENT MARKING ITEMS ALLOCATION FIXED $ 3,000,00 $ 3,000.00
SIGNING AND PAVEMENT MARKING ITEMS TOTAL $
TR-P-b
2/8/05
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - U.S 41 to 1-75 1 DC .
COUNTY PROJECT NO. 66042
BID NO. 05-3788
ROADWAY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
101-1 MOBILIZATION LS $0.00 0
102-1 MAINTENANCE OF TRAFFIC LS $ $
102-14 TRAFFIC CONTROL OFFICER MH 500 $ $
102-61 BUSINESS SIGNS EA 12 $ $
1 02-99 VARIABLE MESSAGE SIGN (TEMPORARY) ED 750 $ $
104-10-1 BALED HAY OR STRAW EA 1,168 $ $
104-11 TURBIDITY BARRIER, FLOATING LF 1,763 $ $
104-13-1 STAKED SILT FENCE (TYPE III) LF 38,065 $ $
110-1-1 CLEARING AND GRUBBING LS $ $
110-3 STRUCTURES, REMOVAL OF EXISTING LS $ $
110-4 PAVEMENT, REMOVAL OF EXISTING CONCRETE SY 21,215 $ $
120-1 EXCAVATION REGULAR CY 29,516 $ $
120-5 CHANNEL EXCAVATION CY 78 $ $
120-6 EMBANKMENT CY 26,483 $ $
120-72 GRAVEL FILL CY 3 $ $
285-704 OPTIONAL BASE GROUP 4 (ABC-3) (4") SY 396 $ $
CC285-6CP OPTIONAL BASE (ABC-3) (6" THICK CURB PAD) SY 18,167 $ $
CC285-8 OPTIONAL BASE (ABC-3) (8") SY 547 $ $
CC285-10 OPTIONAL BASE (ABC-3) (10") SY 70,708 $ $
327-70-1 MILLING EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH) SY 161,212 $ $
331-2 ASPHALTIC CONCRETE, TYPE S (OVERBUILD) (2.5" AVE THICK) TN 9,775 $ $
331-72-10 ASPHALTIC CONCRETE, TYPE S-1I1 (1") SY 231,006 $ $
331-72-24 ASPHALTIC CONCRETE, TYPE S-I (2.5") SY 71,231 $ $
339-1 MISCELLANEOUS ASPHALT PAVEMENT TN 405 $ $
400-1-11 CONCRETE, CLASS I (GRAVITY WALLS) CY 242 $ $
425-S0900 BMP STRUCTURES EA 4 $ $
425-S 1200 BMP STRUCTURES EA $ $
425-S2400 BMP STRUCTURES EA 18 $ $
425-S4800 BMP STRUCTURES EA 2 $ $
425-S 11000 BMP STRUCTURES EA $ $
425-S 16000 BMP STRUCTURES EA $ $
425-1-351 INLETS, CURB TYPE P-5 (<10') EA 28 $ $
425-1-361 INLETS, CURB TYPE P-6 (<10') EA 48 $ $
425-1-471 INLETS, CURB TYPE 7 (<10') EA $ $
425-1-711 INLETS, GUTTER TYPE V (<10') EA $ $
TR-P-a 2/08/2005
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - U.S 41 to 1-75 1 OC
COUNTY PROJECT NO. 66042 .
BID NO. 05-3788
ROADWAY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
425-1-521 INLETS, DBI TYPE C (<10') EA $ $
425-1-551 INLETS, DBI TYPE E (<10') EA 5 $ $
425-1-589 INLETS, DBI TYPE H (<10') (MOD,) EA $ $
425-2-61 MANHOLES (P-8) (<10') EA 8 $ $
425-2-61 R MANHOLE TOPS CONVERT FROM INLET TOPS EA 13 $ $
425- 3-61 JUNCTION BOXES 5'x5' (J-7) (<10') EA 15 $ $
425-5-1 ADJUSTING MANHOLES (UTILITIES) EA 40 $ $
425-6 ADJUSTING VALVE BOXES EA 100 $ $
425-11 MODIFY EXISTING DRAINAGE STRUCTURE EA 10 $ $
425-11A CONCRETE SLAB CONVERT FROM INLET TOPS EA 6 $ $
430-171-123 PIPE CULV (OPT MATL) (ROUND) (15" SS) LF 603 $ $
430-171-125 PIPE CULV (OPT MATL) (ROUND) (18" S5) LF 2,921 $ $
430-171-129 PIPE CULV (OPT MATL) (ROUND) (24" SS) LF 1,345 $ $
430-171-133 PIPE CULV (OPT MATL) (ROUND) (30" SS) LF 1,498 $ $
430-171-138 PIPE CULV (OPT MATL) (ROUND) (36" SS) LF 2,602 $ $
430-171-225 PIPE CULV (OPT MATL) (ELLlP) (14"X23" SS) LF 1 ,482 $ $
430-941-02 DESIL TING PIPE (SS) (14"X23") LF 1,498 $ $
430-941-09 DE51L TING PIPE (SS) (38"X60") LF 194 $ $
430-941-23 DESIL TING PIPE (SS) (15") LF 356 $ $
430-941-25 DE51L TING PIPE (SS) (18") LF 1,260 $ $
430-941-38 DESIL TING PIPE (SS) (36") LF 1,549 $ $
430-941-40 DESIL TING PIPE (S5) (42") LF 157 $ $
430-982-125 MITERED END SECTION (CD) (CONCRETE PIPE ROUND) (18") EA 22 $ $
430-982-129 MITERED END SECTION (CD) (CONCRETE PIPE ROUND) (24") EA 1 ' $ $
430-982-138 MITERED END SECTION (CD) (CONCRETE PIPE ROUND) (36") EA 2 $ $
515-1-2 HANDRAIL PIPE (ALUMINUM) LF 2,208 $ $
520-1-10 CONCRETE CURB AND GUTTER (TYPE F) LF 65,329 $ $
520-2-1 CONCRETE CURB (TYPE A) LF 98 $ $
520-2-4 CONCRETE CURB (TYPE D) LF 361 $ $
520-70 CONCRETE TRAFFIC SEPARATOR (SPECIAL) SY 89 $ $
522-2 CONCRETE SIDEWALK, 6" THICK SY 15,306 $ $
CC526-1-1 BRICK PAVER TRAFFIC SEPARATOR (KREHLlNG OR EQUAL) SY 816 $ $
536-1-1 GUARDRAIL LF 8,538 $ $
536-85-24 GUARDRAIL END ANCHORAGE A5SEMBL Y (PARALLEL) EA 10 $ $
536-85-25 GUARDRAIL END ANCHORAGE A5SEMBL Y (TYPE II) EA 10 $ $
TR-P-a 2/08/2005
.,_~"",_w,o_""",,,_~_
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - U.S 41 to 1-75 IOC
COUNTY PROJECT NO. 66042 .
BID NO. 05-3788
ROADWAY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
536-7 SPECIAL GUARDRAIL POST EA 47 $ $
536-73 REMOVAL OF EXISTING GUARDRAIL LF 8,766 $ $
547-70-1 RIPRAP, FABRIC-FORMED CONCRETE SY 417 $ $
555-1-1 DIRECTIONAL BORE ( LESS THAN 6") LF 6,878 $ $
555-1-2 DIRECTIONAL BORE ( 6" TO 12") LF 9,148 $ $
570-5 FERTILIZER TN 7 $ $
570-9 WATER FOR GRASSING MG 548 $ $
575-1-1 SODDING (BAHIA) SY 88,378 $ $
CC580-1 PREPARED TOPSOIL CY 3,741 $ $
737-70-1 UTILITY LOCATES - UNDERGROUND EA 250 $ $
737-70-2 UTILITY LOCATES - UNDER PAVEMENT EA 150 $ $
1090-137 -05 PIPE (PVC) (IRRIGATION SLEEVE, 2" DIA.) LF 6,878 $ $
1090-137-08 PIPE (PVC) (IRRIGATION SLEEVE, 6" DIA.) LF 9,148 $ $
CC990-RDWY ROADWAY ITEMS ALLOCATION FIXED $ 300,000.00 $ 300,000,00
ROADWAY ITEMS TOTAL $
TR-P-a
2/08/2005
BID SCHEDULE
IMMOKALEE ROAD - US 41 to 1-75
COUNTY PROJECT NO. 66042
BID NO. 05-3788
ADDENDUM NO.1
lOC
LIGHTING ITEMS
Estimated
Item No. Description Unit Quantity Unit Price
555-1-1 DIRECTIONAL BORE (LESS THAN 6 INCHES) LF 1,513 $ $
715-1-113 CONDUCTOR (F&I) (INSUL. NO 6) LF 85,659 $ $
715-1-114 CONDUCTOR (F&I) (INSUL. NO 4) LF 105,641 $ $
715-1-118 CONDUCTOR (F&I) (INSUL. NO 4/0) LF 95 $ $
715-2-115 CONDUIT (F&I) (PVC SCH 40) (UNDERGROUND) (2") LF 33,881 $ $
715-7-11 LOAD CENTER (F&I) (SECONDARY VOLTAGE) EA 2 $ $
715-14-11 ROADSIDE PULL BOX (F&I) EA 77 $ $
715-511-135 LIGHT POLE COMPo (F&I) (SINGLE ARM SHOULDER) (ALUM) (35' MH) EA 198 $ $
715-550-000 LIGHT POLE COMPo (REMOVE) EA 172 $ $
CC-993-LGT LIGHTING ITEMS ALLOCATION FIXEC $ 45,000.00 $
LIGHTING ITEMS TOTAL $
Amount
45,000,00
TR-P-d
218/05
ADDENDUM NO.1
SECTION 01026
lOC
.
MEASUREMENT AND PAYMENT
PART 1- GENERAL
1.1 SECTION INCLUDES
A. Explanation and Definitions
B. Measurement
C. Payment
D. Schedule of Values
1.2 EXPLANATION AND DEFINITIONS
The following explanation of the Measurement and Payment for the Bid Schedule items
is made for information and guidance. The omission of reference to any item in this
description shall not, however, alter the intent of the Bid Schedule or relieve the
CONTRACTOR of the necessity of furnishing such as a part of the Contract.
Measurement and payment for all Contract Items shall made be in accordance with this
section or as modified by the Supplemental Terms and Conditions.
1.3 MEASUREMENT
The quantities set forth in the Bid Schedule are approximate and are given to establish a
uniform basis for the comparison of bids. The COUNTY reserves the right to increase
or decrease the quantity of any class or portion of the work during the progress of
construction in accordance with the terms of the Contract.
1.4 PAYMENT
A. Make payment for the items listed on the Bid Schedule on the basis of the work
actually performed and completed, such work including but not limited to, the
furnishing of all necessary labor, materials, equipment, transportation, clean up,
restoration of disturbed areas, and all other appurtenances to complete the
construction and installation of the work as shown on the drawings and described in
the specifications.
2-8-05
J-U-6
B.
ADDENDUM NO.1
Unit prices are used as a means of computing the final figures for bid and C~ C
purposes, for periodic payments for work performed, for determining value of
additions or deletions and wherever else reasonable.
1.5 SCHEDULE OF VALUES
A. Approval of Schedule: Submit for approval a preliminary schedule of values, in
duplicate, for all of the Work. Prepare preliminary schedule in accordance with the
Supplemental Terms and Conditions. Submit preliminary schedule of values within
10 calendar days after the Effective Date of the Agreement. Submit final schedule
of values in accordance with the Supplemental Terms and Conditions.
B. Format: Utilize a format similar to the Table of Contents of the Project
Specifications. Identify each line item with number and title of the major
specification items. Identify site mobilization, bonds and insurance. Include
within each line item, a direct proportional amount of CONTRACTOR's overhead
profit.
c. Revisions: With each Application for Payment, revise schedule to list approved
Change Orders.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 MEASUREMENT AND PAYMENT
A. The COUNTY will make payment on the basis of work actually performed
completing each item in the Bid Schedule and such work includes, but is not limited
to, the furnishing of all necessary labor, materials, equipment, transportation,
cleanup, and all other appurtenances to complete the construction and installation of
the work to the configuration and extent as shown on the drawings and described in
the specifications.
B. Underground Piping, Manholes, Valves and Piping Specials: Each bid item that
consists of any underground piping, fittings, valves, valve boxes, hydrants, pipe
casings, pipe restraint, pipe tie-ins or pipe specials shall include the following work
and activities as part of the description of that bid item:
1. Locator discs;
2-8-05
J-U-7
ADDENDul!.l C
2. Identification tape;
3. Coordination with other utilities to relocate and protect above ground and
underground pipes and cables and conduits;
4. Relocation and protection of existing overhead and underground pipes and
cables and conduits;
5. Survey and layout;
6. Erosion control;
7. Clearing and grubbing including removal and disposal of asphalt pavement,
limerock, concrete pavement, curb, sidewalks, landscape structures,
landscaping;
8. Protection and repair of private irrigation systems including such systems
installed within COUNTY rights-of-way;
9. Protection and replacement of private and public facilities and improvements
not specifically designated;
10. Protection and maintenance of all public signage and signals, including
relocation and replacement if required;
11. Protection and maintenance of all guardrails, light fixtures and light poles,
including relocation and replacement if required;
12. Trenching;
13. Excavation and sheeting;
14. Dewatering and permitted disposal of pumped groundwater;
15. Removal and disposal of roadways and curbs and sidewalks and driveways;
16. Maintenance of traffic;
17. Maintenance of public services and utilities;
18. Temporary facilities and services;
19. Rock excavation and disposal;
20. Bedding;
21. Laying of pipe;
22. Restraints and harnessing;
23. Flushing and cleaning connections and piping;
24. Pressure testing including test connections, air vents, test piping and gauges;
25. Bacterial testing including sample connections and piping;
26. Furnishing of proper backfill materials;
27. Backfill;
28. Compaction;
29. Grading;
30. Temporary or permanent ground cover as may be required to control erosion;
31. Maintenance of ground cover including watering and fertilizer;
32. Replacement and relocation of landscape including maintenance of
landscaping;
33. Disposal of unusable and excess excavated material;
2-8-05
J-U-8
lOC
ADDENDUM NO. 1
.
34. General restoration and cleanup; and
35. Appurtenances and required incidentals as per the Contract Documents and
specified herein.
C. Directional drilling with HDPE pipe and HDPE casing may be substituted at the
CONTRACTOR's option where steel casing and PVC pipe are shown on the plans.
This substitution shall be made only when there is no additional cost or negative
impact to the schedule.
D. Payment for each item includes compensation for cleanup and restoration. Cleanup
and restoration will be considered a minimum value often percent (10%) of each bid
item, and complete payment will not be considered earned until cleanup and
restoration are completed. "Cleanup and restoration are defined, for use and
purposes of this paragraph only, as (a) replacement and restoration of light poles,
street signage, mail boxes, public or private irrigation systems, and all similar items,
(b) completion of compacted backfill, ( c) rough grading and removal of excess
materials and spoil, (d) compacted, graded access for driveways to private
residences or business, (e) cleared, graded sidewalk areas, and (f) removal of unused
piping, fittings, valves and appurtenances.
E. The following paragraphs describe the work associated with each type of bid item.
1. Furnish and Install Utility Pipelines: Payment for furnishing and installing
utility pipelines (various sizes and types) will be made at the unit bid price per
lineal foot for the pipe in place. This item also includes pipe coatings and
linings, connections to existing mains, labor, equipment and materials for the
furnishing and laying of the pipe, coordination with other CONTRACTORS,
and stubs for future connections to existing pipes. Pipe shall be measured to
the nearest foot along the centerline including the lengths of manholes, valves
and fittings. Measure lineal footage horizontally. Pipe installed within casing
pipe is included in this item.
2. Furnish and Install Steel Casing: The unit bid price shall be compensation in
full for furnishing all labor, material, equipment and incidentals necessary to
install complete one linear foot of steel casing, regardless of the depth of cover
and method of installation in accordance with these specifications. Price shall
include steel casing material including casing spacers, end seals, welding and
all appurtenances. If the CONTRACTOR selects to install the casing by jack-
and-bore, the unit bid price shall also include the jack and bore pits, boring
equipment and utility locating. As a consideration of the unit bid prices, the
CONTRACTOR acknowledges that open cut placement of some casings may
2-8-05
J-U-9
lOC
ADDENDUM NO.1
.
have to be accomplished in several steps. Measurement for payment will be
made along the centerline of installed steel casing.
3. Furnish and Install HDPE Casing: The unit bid price shall be compensation in
full for furnishing all labor, material, equipment and incidentals necessary to
install complete one linear foot of HDPE casing, regardless of the depth of
cover and method of installation in accordance with these specifications. Price
shall include HDPE casing including drill and recovery pits, drilling equipment,
utility locating, end seals, end connections, welding and all appurtenances.
Measurement for payment will be made along the centerline of installed HDPE
casmg.
4. Furnish and Install Ductile Iron Fittings: The unit bid price shall be
compensation in full for furnishing and installing ductile iron fittings with
linings and coatings as shown on the Drawings and as specified. Fittings shall
be compact (AWWA C153). Payment shall be based on the weight of each
fitting as listed in the approved shop drawings for ductile iron fittings.
5. Furnish and Install Valves and Boxes: Payment for furnishing and installing
valves will be made at the appropriate unit bid price per valve acceptably
installed. This item includes the valve, valve box, vault or housing, concrete
work, operators, incidentals, and all necessary labor, materials and equipment
for installation, including valve stem, valve box extensions and adjustments.
This item also includes the installation of base material below the valve in
accordance with the detail shown in the Plans.
6. Furnish and Install Air Release Valves: Payment for furnishing and installing
air release valves will be made at the appropriate unit bid price per air release
valve acceptably installed. This item includes the valve, valve box, concrete
work, operators, stems, painting, incidentals, and all necessary labor, materials
and equipment for installation including valve box extensions and adjustments.
This item also includes the installation of base material below the valve in
accordance with the detail shown in the Plans.
7. Furnish and Install Fire Hydrant Assemblies: Payment for the furnishing and
installing of fire hydrant assemblies will be made at the unit bid price for each
fire hydrant assembly acceptably installed. This item includes all necessary
fittings except connection at the water main, joint restraint from the valve to the
tee, necessary piping from the tee to the hydrant location, the installation of
barrel section to meet finished grade in accordance with the detail shown on the
Plans, control gate valve, valve box, painting, and any concrete work.
2-8-05
J-U-IO
lOC
ADDENDUM NO.1
.
8. Fire Hydrant Relocate: The unit bid price shall be compensation in full for the
removal of an existing fire hydrant assembly and the reinstallation of the fire
hydrant assembly including gate valve, valve box, pipe, fire hydrant, fittings
and all concrete work, operators, stems, re-painting and incidentals necessary
for a complete installation as shown on the Drawings and specified herein. The
unit bid price includes a cap or plug of the existing fitting at the water main.
The price excludes the connection fitting on the water main for the relocated
fire hydrant.
9. Furnish and Install Permanent Blow-offs: Payment for furnishing and
installing permanent blow-offs will be made at the appropriate unit bid price
per blow-off installed. This item includes the reinforced concrete thrust collar,
piping, making pipe connections, valves, meter box, painting, tie rods and all
other work for a complete installation.
10. Furnish and Install Temporary Blow-offs: Payment for furnishing and installing
temporary blow-offs will be made at the appropriate unit bid price per blow-off
installed. This item includes the reinforced concrete thrust collar, piping,
making pipe connections, valves, meter box, tie rods and all other work for a
complete installation.
11. Furnish and Install Tapping Sleeves and Valves: Payment for furnishing and
installing tapping sleeves and valves will be made at the appropriate unit bid
price per tapping sleeve and valve acceptably installed. This item includes all
piping, making pipe connections, tapping sleeve, valve and valve box,
restrained joints, and all other work for a complete installation.
12. Furnish and Install Bacteriological Sample Points: Payment for furnishing and
installing bacteriological sample points will be made at the appropriate unit bid
price per bacteriological sample point. This item includes valve, tubing,
fittings, enclosure, all concrete, painting, and incidentals necessary for a
complete installation as shown on the drawings and as specified herein. For
temporary samples points, the unit bid price includes removal of the temporary
sample point.
13. Removal of Existing Pipe: The unit bid price for pipe removal of the various
sizes of pipe shall be compensation in full for furnishing all labor, material,
equipment and incidentals necessary to remove and dispose of one linear foot
of pipe, regardless of the depth of cover in accordance with these specifications
and as shown on the Contract Drawings. Price shall include removal and
2-8-05
J-U-ll
ADDENDll NQ )e
.
disposal of existing pipe, fittings, valves, valve boxes, blowoff assemblies,
AR V assemblies, AR V vaults, bacterial sampling points, thrust blocks and
other appurtenant items. Price shall include the restraint, excavation, backfill
and road base, temporary road patching, and all appurtenances. Measurement
for payment will be made along the centerline of existing pipe that is removed,
to the limits required in the specifications.
14. Grout Fill Existing Pipe: The unit bid price for grout filling of the various sizes
of existing pipe shall be compensation in full for furnishing all labor, material,
equipment and incidentals necessary to grout fill one linear foot of pipe,
regardless of the depth of cover in accordance with these specifications and as
shown on the Contract Drawings. Price shall include fittings and valves as
needed, pumping grout into the pipe, backfilling, removal of temporary fittings
and valves, plugs and caps as required, and all appurtenances. Unit bid price
shall also include, prior to the grout filling of the pipe, the removal and disposal
of above-ground pipe, valve operators, valves boxes and associated concrete,
ARV assemblies, ARV vaults, permanent blowoffs, permanent bacterial
sampling points, backfill and road base, temporary road patching and other
appurtenant items. Measurement for payment will be made along the centerline
of existing pipe that is grout filled, to the limits required in the specifications.
15. Pipe Restraint on Existing Pipe: The unit bid price for pipe restraint on the
various sizes of pipe shall be compensation in full for furnishing all labor,
material, equipment and incidentals necessary to furnish and install each pipe
restraint on existing pipe, regardless of the depth of cover in accordance with
these specifications. Price shall include the restraint, excavation, backfill and
road base, temporary road patching, and all appurtenances.
16. Concrete: The unit bid price shall be compensation in full for placement of
3,000 psi concrete into underground areas for either pipe encasement or thrust
blocks as directed by the COUNTY. The unit price includes placement of
concrete against formed surfaces and removal of forms after placement and
setting of concrete.
END OF SECTION
2-8-05
J-U-12
lOC
ADDENDUM NO, 1
.
EXHffilT I
SUPPLEMENT AL TERMS AND CONDITIONS
Immokalee Road - US 41 to 1-75
Bid No. 05-3788
ARTICLE 1-1- MILESTONES AND FINAL COMPLETION
A. Milestone 1
1. Work includes clearing and grubbing, site preparation and construction from Livingston Road
(Sta. 1183+55), including the complete intersection of 1mmokalee Road and Livingston Road, to
the east end of the project (Sta. 1219+12.70).
2. Provide clearing and grubbing and fill, where necessary, along the entire project limits (not
milestone limits) for early relocation ofFPL power lines and other non-County utilities.
3. Complete all roadwork (including final pavement course), drainage structures, structures, County
utilities, signing, signals, lighting and painted pavement markings (fmal thermoplastic pavement
markings are to be placed within nine hundred (900) calendar days of the ''Notice to Proceed").
4. Milestone 1 shall be substantially complete no later than November 15, 2005. If the Contractor
fails to achieve substantial completion of this phase of the work by the date specified herein, the
Owner shall be entitled to assess, as liquidated damages, but not as a penalty, One-thousand
five-hundred sixty-seven and 67/100 dollars ($1,567.67) for each calendar day thereafter until
substantial completion is achieved.
B. Milestone 2
1. Work includes clearing and grubbing, site preparation and construction from Airport-Pulling
Road (Sta. 1131+75) to Livingston Road (Sta. 1183+55), including the complete intersection of
1mmokalee Road and Airport-Pulling Road, the entirety of Airport-Pulling Road from
1mmokalee Road to the south end of the project on Airport-Pulling Road and the modifications
to the Airport-Pulling Road Bridge.
2. Complete all roadwork (including final pavement course), drainage, structures and bridge work,
County utilities, signing, signals, lighting and painted pavement markings (final thermoplastic
pavement markings are to be placed within nine hundred (900) calendar days of the "Notice to
Proceed").
3. Milestone 2 shall be substantially complete within four hundred (400) calendar days of the
"Notice to Proceed". 1fthe Contractor fails to achieve substantial completion of this phase of the
work within the time period specified herein, the Owner shall be entitled to assess, as liquidated
damages, but not as a penalty, Two-thousand three-hundred forty-eight and 31/100 dollars
($2,348.31) for each calendar day thereafter until substantial completion is achieved.
TR-CA-1-1
2-8-05
ADDlD~ 1
.
C. Milestone 3
1. Work includes clearing and grubbing, site preparation and construction from U.S. 41 (Sta.
1029+76.43) to Airport-Pulling Road (Sta. 1131+75), including improvements to Piper
Boulevard, removal of the Cypress Way East Bridge, canal restoration from removal of the
bridge and improvements to Goodlette-Frank Road. The Cypress Way East Bridge shall not be
removed or taken out of service until the modifications to the Airport-Pulling Road Bridge are
complete and the bridge is open to traffic.
2. Complete all roadwork (including final pavement course), drainage, structures and bridge
removal work, County utilities, signing, signals, lighting and final thermoplastic pavement
markings including final thermoplastic pavement markings within the limits of Milestones 1 and
2.
3. Milestone 3 shall be substantially complete within nine hundred (900) calendar days of the
"Notice to Proceed". If the Contractor fails to achieve substantial completion of this phase of the
work within the time period specified herein, the Owner shall be entitled to assess, as liquidated
damages, but not as a penalty, Four-thousand seven-hundred eight and 02/100 dollars
($4,708.02) for each calendar day thereafter until substantial completion is achieved.
D. Final Completion
1. Work includes all components of the entire project.
4, All work of the entire project shall be complete within nine hundred thirty (930) calendar days
of the "Notice to Proceed". If the Contractor fails to achieve final completion of the work of the
entire project within the time period specified herein, the Owner shall be entitled to assess, as
liquidated damages, but not as a penalty, Four-thousand three-hundred twelve and 00/100
dollars ($4,312.00) for each calendar day thereafter until final completion is achieved.
Additional Conditions for Milestones
. Liquidated damages for the milestones are independent of each other.
. All County utilities are to remain in service at all times. Phasing may be required to ensure
continuous service. Temporary relocations and connections may be necessary. All costs
associated with the phasing of utilities or construction shall be included in the contract unit
prices for the various types of utility work to which it is incidental.
. Work within any milestone limit may begin at any time on or after the start date indicated in
the ''Notice to Proceed".
. Certain or all portions of work to be performed under separate milestones may need to be
started prior to the completion of an earlier milestone in order to insure continuity of service
including but not limited to utility work, maintenance of traffic, drainage, clearing and
grubbing and structures work.
TR-CA-I-2
2-8-05
lOC
ADDENDUM NO, 1
.
. Clearing and grubbing and embankment work which is necessary for the relocation of FP &L
facilities and those facilities of other utility companies shall be performed and substantially
completed during Milestone 1. The Contractor shall coordinate and provide this work in
accordance with the scheduled utility relocation work of the various utility companies.
Deviation from this schedule shall require the approval of the Engineer.
. The Contractor shall provide painted pavement markings in lieu of thermoplastic pavement
markings as part of substantial completion requirements for both Milestones 1 and 2. Painted
pavement markings shall be in accordance with the plans and specifications for final
pavement markings except that the painted pavement markings shall be considered
temporary. The Contractor shall maintain and repaint painted pavement markings as needed
and as directed by the Engineer. The final thermoplastic pavement markings shall be
complete for Milestones 1, 2 and 3 within nine hundred (900) calendar days of the "Notice
to Proceed". Pay items and quantities for painted pavement markings within the limits of
Milestones 1 and 2 are included in the bid schedule and the unit price bid shall include the
cost of maintaining and repainting painted pavement markings as necessary. Temporary
painted pavement markings that are utilized to mark the pavement for the installation of
thermoplastic pavement markings within the limits of Milestone 3 shall be included in the
unit price bid for thermoplastic pavement markings.
. All costs for properly maintaining traffic including but not limited to temporary pavement for
travel lanes, turn lanes and transitions, temporary signals, pavement markings, signage and
protection devices for vehicular and pedestrian traffic shall be included in the lump sum price
bid for Pay Item 102-1 Maintenance of Traffic.
ARTICLE 1-2 - TEMPORARY CONSTRUCTION EASEMENTS AND TEMPORARY
DRIVEWAY RESTORATION EASEMENTS
The County has obtained Temporary Construction Easements (TCE's) for use by the Contractor for
work that is immediately adjacent to the right-of-way. The County has also obtained Temporary
Driveway Restoration Easements (TDRE's) for use by the Contractor for the restoration of entrances
and driveways on private property adjacent to the right-of-way. The Contractor shall not use the areas of
TCE's or TDRE's for the storage of material or equipment when work is not being performed adjacent
to the area ofTCE's or within the area ofTDRE's or at any time during the Contract during off-work
hours. During restoration of driveways and entrances, access to the affected property, both ingress and
egress, shall be maintained at all times unless written permission to temporarily close the driveway or
entrance is obtained from the owner of the affected property.
TR-CA-I-3
2-8-05
A1NQ C. 1 .
BID SCHEDULE
IMMOKALEE ROAD - US 41 to 1-75
COUNTY PROJECT NO. 66042
BID NO. 05-3788
STRUCTURE ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
STA,1060+84,85 TWIN 11'X.6' R C. BOX CULVERT
110-3 REMOVAL OF EXISTING STRUCTURES LS $ $
400-4-1 CLASS IV CONCRETE (CULVERTS) CY 58 $ $
415-1-6 REINFORCING STEEL (CULVERTS) LB 10,184 $ $
460-70-1 ALUMINUM RAILING (SINGLE) LF 64 $ $
521-5-4 CONCRETE TRAFFIC BARRIER (32" VERTICAL) LF 64 $ $
STA. 1079+84.14 TWIN 10'X.8' R,C, BOX CULVERT
110-3 REMOVAL OF EXISTING STRUCTURES LS $ $
400-4-1 CLASS IV CONCRETE (CULVERTS) CY 53 $ $
415-1-6 REINFORCING STEEL (CULVERTS) LB 6,709 $ $
460-70-1 ALUMINUM RAILING (SINGLE) LF 76 $ $
521-5-4 CONCRETE TRAFFIC BARRIER (32" VERTICAL) LF 76 $ $
STA.1087+60,86 SLAB BRIDGE
125-1 EXCAVATION FOR STRUCTURES CY 45 $ $
400-4-4 CLASS IV CONCRETE (SUPERSTRUCTURE) CY 6 $ $
400-4-5 CLASS IV CONCRETE (SUBSTRUCTURE) CY 22 $ $
415-1-4 REINFORCING STEEL (SUPERSTRUCTURE) LB 1,205 $ $
415-1-5 REINFORCING STEEL (SUBSTRUCTURE) LB 2,300 $ $
460-70-1 ALUMINUM RAILING (SINGLE) LF 48 $ $
521-5-4 CONCRETE TRAFFIC BARRIER (32" VERTICAL) LF 48 $ $
736-72-13 PIPE PILE CAPS EA 4 $ $
CYPRESS WAY EAST PIPE CROSSING
736-72-13 PIPE PILE CAPS EA 4 $ $
STA. 1134+56,50 TRIPLE 7'-6"X6'-0" R.C, BOX CULVERT
110-3 REMOVAL OF EXISTING STRUCTURES LS $ $
400-4-1 CLASS IV CONCRETE (CULVERTS) CY 43 $ $
415-1-6 REINFORCING STEEL (CULVERTS) LB 6,570 $ $
MODIFICATION OF AIRPORT-PULLING ROAD BRIDGE
102-1 MAINTENANCE OF TRAFFIC LS $ $
110-3 REMOVAL OF EXISTING STRUCTURES LS $ $
120-6 EMBANKMENT CY 50 $ $
125-1 EXCAVATION FOR STRUCTURES CY 80 $ $-------
360-1 CONCRETE APPROACH SLABS EA 2 $ $
TR-P-f
2/8/05
BID SCHEDULE
IMMOKALEE ROAD - US 41 to 1-75
COUNTY PROJECT NO. 66042
BID NO, 05-3788
A1EQM~. 1
.
STRUCTURE ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
400-4-4 CLASS IV CONCRETE (SUPERSTRUCTURE) CY 96 $ $
400-4-5 CLASS IV CONCRETE (SUBSTRUCTURE) CY 34 $ $
400-129 BEARING PADS (NEOPRENE) EA 4 $ $
415-1-4 REINFORCING STEEL (SUPERSTRUCTURE) LB 26,6B5 $ $
415-1-5 REINFORCING STEEL (SUBSTRUCTURE) LB 3,795 $ $
455-15-2 PREFORMED PILE HOLES EA 10 $ $
455-34-3 PRESTRESSED CONCRETE PILES (18X1B) FURNISHED/DRIVEN LF 6BO $ $
521-73 TRAFFIC BARRIER REMOVAL LF 261 $ $
STA, 1144+50 TO STA. 1155+00 GRAVITY RETAINING WALL
400-1-11 CLASS I CONCRETE (RETAINING WALLS) CY 340 $ $
547-70-2 FABRIC FORMED CONCRETE RIPRAP SY 3,325 $ $
STA.1092+497 TO STA.1094+00 CANTILEVER RETAINING WALL
400-4-11 CLASS IV CONCRETE (RETAINING WALLS) CY 120 $ $
547-70-2 FABRIC FORMED CONCRETE RIPRAP SY 175 $ $
LAKELAND AVENUE BRIDGE PIPE SUPPORTS
460-2-15 STRUCTURAL STEEL (MISC PIPE SUPPORTS LBS 441 $ $
CC-995-STR STRUCTURE ITEMS ALLOCATION FIXED $ 30,000.00 $ 30,000,00
STRUCTURE ITEMS TOTAL $
TR-P-f
2/B/05
lOC
.
BID PROPOSAL
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
IMMOKALEE ROAD SIX LANE CONSTRUCTION - U.S. 41 to 1-75
BID NO. 05-3788
Full Name of Bidder j;AAI far!o. fnc.
Main Business Address 1-6Cf.Kj /!.,jflJ 12drf2 a"II~ &~ftW' J:WAJ6hio, A:i 48~8
Place of Business /66dOf. t:m,"CII11/ 1Ic.. 'f;I /g.JIJ; ;/I ~(r.s/ ~/. 133CJOe
Telephone No. cP,jq. 19/. J 6 1../9 Fax No. clg 9. LJ ic9' 7,g~1
State Contractor's license # (! G C 06 d B /
To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA
(hereinafter called the Owner)
The undersigned. as Bidder decfares that the only person or parties interested in this Proposal as
principals are those named herein, that this Proposal is made without collusion with any other
persbn, firm or corporation; that it has carefully examined the location of the proposed work. the
proposed forms of Agreement and Bonds, and the Contract Drawings and Specifications, including
Addenda issued thereto and acknowledges receipt below:
-,.' Contractor's
Addendum Number Date Issued Initials
a,;(Z cl/9/dJc05 JI~J(
~ dl/6/;)005 K~J(
I
Bidder proposes. and agrees if this Proposal is accepted. Bidder will contract with the Owner in the
form of the copy of the Agreement included in these Contract Documents. to provide all necessary
machinery, tools, apparatus and other means of construction, including utility and transportation
services necessary to do all the Work, and furnish all the materials and equipment specified or
referred to in the Contract Documents in the manner and time herein prescribed and according to the
requirements. of the Owner as therein set forth. furnish the Contractor's Bonds and Insurance
specified in the General Conditions of the Contract, and to do all other things required of the
Contractor by the Contract Documents, and that it will take full payment the sums set forth in the
following Bid Schedule:
NOTE: If you choose to bid, please submit an ORIGINAL and ONE COpy of your proposal
"' pages.
TR-P-1
BID SCHEDULE
IMMOKALEE ROAD. U.S 41 to 1.75
COUNTY PROJECT NO. 66042
BID NO. 05.3788
ROADWAY ITEMS
Item No.
Description
101-1
MOBILIZATION
102-1
MAINTENANCE OF TRAFFIC
102-14
TRAFFIC CONTROL OFFICER
102-61
BUSINESS SIGNS
102-99
VARIABLE MESSAGE SIGN (TEMPORARY)
104-10-1
BALED HAY OR STRAW
104-11
TURBIDITY BARRIER, FLOATING
STAKED SILT FENCE (TYPE III)
CLEARING AND GRUBBING
104-13-1
110-1-1
110-3
STRUCTURES, REMOVAL OF EXISTING
110-4 PAVEMENT, REMOVAL OF EXISTING CONCRETE
120-1 EXCAVATION REGULAR
120-5 CHANNEL EXCAVATION
120-6 EMBANKMENT
120-72 GRAVEL FILL
285-704 OPTIONAL BASE GROUP 4 (ABC-3) (4")
CC285-6CP OPTIONAL BASE (ABC-3) (6" THICK CURB PAD)
CC285-8 OPTIONAL BASE (ABC-3) (8")
CC285-10 OPTIONAL BASE (ABC-3) (10")
327-70-1 MILLING EXISTING ASPHALT PAVEMENT (1" AVG. DEPTH)
331-2 ASPHALTIC CONCRETE, TYPE S (OVERBUILD) (2.5" AVE THICK)
331-72-10 ASPHALTIC CONCRETE, TYPE S-1I1 (1")
331-72-24 ASPHALTIC CONCRETE, TYPE S-I (2.5")
339-1 MISCELLANEOUS ASPHALT PAVEMENT
400-1-11 CONCRETE, CLASS I (GRAVITY WALLS)
425-S0900 BMP STRUCTURES
425-S1200
BMP STRUCTURES
425-S2400
BMP STRUCTURES
425-S4800
BMP STRUCTURES
425-S11000 BMP STRUCTURES
425-S16000 BMP STRUCTURES
425-1-351
INLETS, CURB TYPE P-5 (<10')
INLETS, CURB TYPE P-6 (<10')
INLETS, CURB TYPE 7 (<10')
INLETS, GUTTER TYPE V (<10')
425-1-361
425-1-471
425-1-711
TR-P-a
ADDENDUM NO.1
IOC
.
Estimated
Unit Quantity Unit Price Amount
LS $ 2.400.000.00 $ 2.400.000.00
MH
LS $ 1.000.000.00 $ 1.000.000.00
500 $
45.00 $
22,500.00
EA
ED
EA
LF
LF
LS
LS
SY
CY
CY
CY
CY
SY
SY
12 $
55.00 $
660.00
750 $
25.00 $
18.750.00
1,168 $
5.00 $
5.840.00
1,763 $
9.50 $
16.748.50
38,065 $
1.00 $
38.065.00
$
770,000.00 $
770 000.00
$
35.000.00 $
35.000.00
21,215 $
6.50 $
137,897.50
29,516 $
10.00 $
295.160.00
78 $
100.00 $
7.800.00
26,483 $
15.00 $
397.245.00
3 $
170.00 $
510.00
396 $
24.00 $
9.504,00
18,167 $
24,00 $
436.008.00
SY
547 $
40.00 $
21,880.00
SY
70,708 $
34.20 $
2.418.213.60
SY
161,212 $
1.60 $
257.939.20
TN
9,775 $
69.20 $
676.430.00
SY
231,006 $
3.10 $
716.118.60
SY
71,231 $
8.40 $
598.340.40
TN
405 $
115.00 $
46.586.50
CY
242 $
510.00 $
123.267.00
EA
4 $
13.700.00 $
54.800.00
EA
$
14.250.00 $
14.250.00
EA
18
$
22.600.00 $
406.800.00
EA
2
$
29.300,00 $
58,600.00
EA
$
57,800.00 $
57,800.00
EA
$
67.000.00 $
67.000.00
EA
28
$
3.300.00 $
92.400.00
EA
48
$
3.400.00 $
163,200.00
EA
$
3.500.00 $
3.500.00
EA
$
2,000.00 $
2.000.00
2/08/2005
BID SCHEDULE
IMMOKALEE ROAD - U.S 41 to 1.75
COUNTY PROJECT NO. 66042
BID NO. 05-3788
ROADWAY ITEMS
Item No.
425-1-521
Description
INLETS, OBI TYPE C (<10')
INLETS, OBI TYPE E (<10')
425-1-551
425-1-589
INLETS, OBI TYPE H (<10') (MOD.)
425-2-61 MANHOLES (P-8) (<10')
425-2-61 R MANHOLE TOPS CONVERT FROM INLET TOPS
425-3-61 JUNCTION BOXES S'x5' (J-7) (<10')
425-5-1 ADJUSTING MANHOLES (UTILITIES)
425-6 ADJUSTING VALVE BOXES
425-11 MODIFY EXISTING DRAINAGE STRUCTURE
425-11A CONCRETE SLAB CONVERT FROM INLET TOPS
430-171-123 PIPE CUlV (OPT MATl) (ROUND) (15" SS)
430-171-125 PIPE CUlV (OPT MATl) (ROUND) (18" SS)
430-171-129 PIPE CUlV (OPT MATl) (ROUND) (24" SS)
430-171-133 PIPE CUlV (OPT MATl) (ROUND) (30" SS)
430-171-138 PIPE CUlV (OPT MATl) (ROUND) (36" SS)
430-171-225 PIPE CUlV (OPT MATl) (ELLlP) (14"X23" SS)
430-941-02 DESILTING PIPE (SS) (14"X23")
430-941-09 DESILTlNG PIPE (SS) (38"X60")
430-941-23 DESIL TING PIPE (SS) (15")
430-941-25 DESIL TING PIPE (SS) (18")
430-941-38 DESILTING PIPE (SS) (36")
430-941-40 DESILTING PIPE (SS) (42")
430-982-125 MITERED END SECTION (CD) (CONCRETE PIPE ROUND) (18")
430-982-129 MITERED END SECTION (CD) (CONCRETE PIPE ROUND) (24")
430-982-138 MITERED END SECTION (CD) (CONCRETE PIPE ROUND) (36")
515-1-2 HANDRAIL PIPE (ALUMINUM)
520-1-10 CONCRETE CURB AND GUTTER (TYPE F)
520-2-1 CONCRETE CURB (TYPE A)
520-2-4 CONCRETE CURB (TYPE D)
520-70 CONCRETE TRAFFIC SEPARATOR (SPECIAL)
522-2 CONCRETE SIDEWALK, 6" THICK
CC526-1-1 BRICK PAVER TRAFFIC SEPARATOR (KREHLlNG OR EQUAL)
536-1-1 GUARDRAIL
536-85-24 GUARDRAIL END ANCHORAGE ASSEMBLY (PARALLEL)
536-85-25 GUARDRAIL END ANCHORAGE ASSEMBLY (TYPE II)
TR-P-a
ADDENDUM NO.1
lOC
.
Estimated
Unit Quantity Unit Price Amount
EA $ 2400.00 $ 2.400.00
EA
EA
EA
EA
EA
EA
EA
EA
EA
LF
LF
LF
LF
LF
LF
LF
2,921
1,345
1 ,498
2,602
1 ,482
1 ,498
LF
LF
LF
LF
LF
EA
EA
EA
LF
LF
65,329 $
LF
LF
SY
SY
SY
LF
EA
EA
5
$
2.900.00 $
14.500.00
$
2.600.00 $
2.600.00
8
$
3.000.00 $
24.000.00
13
$
1.050.00 $
13.650.00
15
$
4.400.00 $
66.000.00
40
$
500.00 $
20.000.00
100
$
400.00 $
40,000.00
10
$
800.00 $
8.000.00
6
$
1.100.00 $
6.600,00
603
$
40.00 $
24.120.00
$
60.00 $
175.260.00
$
55.00 $
73,975.00
$
70.00 $
104.860.00
$
82.00 $
213.364.00
$
60.00 $
88.920.00
$
7.00 $
10.486.00
194
$
15.00 $
2.910.00
356
2.00 $
712.00
$
1,260
$
3.00 $
3.780.00
1,549
7.00 $
10.843,00
$
157
$
11.00 $
1.727.00
22
$
1.100.00 $
24,200,00
$
1 200.00 $
1.200.00
2 $
1.900.00 $
3.800.00
2,208 $
34.00 $
75.072.00
9.61 $
627.811,69
98 $
12.50 $
1.225.00
361 $
12.50 $
4.512,50
89 $
58.50 $
5.206.50
15,306 $
26.50 $
405.609.00
816 $
56.00 $
45.696.00
8,538 $
17.00 $
145.137.50
10 $
750.00 $
7.500.00
10 $
1 .900.00 $
19.000.00
2/08/2005
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - U.S 41 to 1-75 1 DC
COUNTY PROJECT NO. 66042
BID NO. 05-3788
ROADWAY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
536-7 SPECIAL GUARDRAIL POST EA 47 $ 130.00 $ 6.110.00
536-73 REMOVAL OF EXISTING GUARDRAIL LF 8,766 $ 2.00 $ 17.532.00
547-70-1 RIPRAP, FABRIC-FORMED CONCRETE SY 417 $ 49.00 $ 20.433.00
555-1-1 DIRECTIONAL BORE ( LESS THAN 6") LF 6,878 $ 14.00 $ 96.292,00
555-1-2 DIRECTIONAL BORE (6" TO 12") LF 9,148 $ 18.00 $ 164.664.00
570-5 FERTILIZER TN 7 $ 300.00 $ 2.190.00
570-9 WATER FOR GRASSING MG 548 $ 10.00 $ 5.480.00
575-1-1 SODDING (BAHIA) SY 88,378 $ 1.25 $ 110.472.50
CC580-1 PREPARED TOPSOIL CY 3,741 $ 10.00 $ 37.410.00
737-70-1 UTILITY LOCATES - UNDERGROUND EA 250 $ 350.00 $ 87.500.00
737-70-2 UTILITY LOCATES - UNDER PAVEMENT EA 150 $ 580.00 $ 87.000.00
1090-137-05 PIPE (PVC) (IRRIGATION SLEEVE. 2" DIA,) LF 6,878 $ 0.01 $ 68.78
1090-137-08 PIPE (PVC) (IRRIGATION SLEEVE, 6" DIA.) LF 9,148 $ 0.01 $ 91.48
CC990-RDWY ROADWAY ITEMS ALLOCATION FIXED $ 300.000.00 $ 300000.00
ROADWAY ITEMS TOTAL $ 14,580,734.25
TR-P-a
2/08/2005
BID SCHEDULE
IMMOKALEE ROAD - U.S 41 to 1-75
COUNTY PROJECT NO. 66042
BID NO. 05-3788
SIGNING AND PAVEMENT MARKING ITEMS
Item No.
Description
700-40-1
SIGN SINGLE POST (LESS THAN 12)
SIGN SINGLE POST (12 -25)
SIGN MUL TIPOST (LESS THAN 50)
SIGN EXISTING (REMOVE) (SINGLE POST)
SIGN EXISTING (REMOVE) (MULTI POST)
SIGN EXISTING (RELOCATE) (SINGLE POST)
SIGN EXISTING (RELOCATE) (MULTI-POST)
700-40-2
700-41-10
700-46-11
700-46-12
700-46-21
700-46-22
700-48-18 SIGN PANEL (F&I)
700-48-60 SIGN PANEL (REMOVE)
705-71 A/G TUBULAR DELINEATOR (FLEXIBLE)
706-3 RETRO-REFLECTIVE PAVEMENT MARKERS
710-6 DIRECTIONAL ARROWS, PAINTED
710-7 PAVEMENT MESSAGES, PAINTED
710-5-1 GUIDE LINES, PAINT (WHITE)
710-5-2 GUIDE LINES, PAINT (YELLOW)
710-21 SKIP TRAFFIC STRIPE (WHITE) (10' - 30')
710-23-61 SOLID TRAFFIC STRIPE (WHITE) (6")
710-23-81 SOLID TRAFFIC STRIPE (WHITE) (8")
710-23-121 SOLID TRAFFIC STRIPE (WHITE) (12")
710-23-181 SOLID TRAFFIC STRIPE (WHITE) (18")
710-23-241 SOLID TRAFFIC STRIPE (WHITE) (24")
710-24-61 SOLID TRAFFIC STRIPE (YELLOW) (6")
710-24-181 SOLID TRAFFIC STRIPE (YELLOW) (18")
710-29 REFLECTIVE PAINT (ISLAND NOSE) (WHITE)
710-30 REFLECTIVE PAINT (ISLAND NOSE) (YELLOW)
711-3 PAVEMENT MESSAGES, THERMOPLASTIC
GM
NM
NM
SY
SY
EA
711-4 DIRECTIONAL ARROWS, THERMOPLASTIC
EA
711-5-1 GUIDE LINES, THERMOPLASTIC (WHITE)
LF
711-5-2 GUIDE LINES, THERMOPLASTIC (YELLOW)
LF
711-33 SKIP TRAFFIC STRIPE, THERMOPLASTIC (WHITE) (10' - 30')
711-35-81 SOLID TRAFFIC STRIPE, THERMOPLASTIC (WHITE) (8")
711-35-121 SOLID TRAFFIC STRIPE, THERMOPLASTIC (WHITE) (12")
711-35-181 SOLID TRAFFIC STRIPE, THERMOPLASTIC (WHITE) (18")
GM
LF
LF
LF
TR-P-b
Estimated
Unit Quantity
AS
124
AS
2
AS
16
AS
109
AS
2
AS
29
AS
EA
10 $
EA
4 $
EA
12 $
EA
3,568 $
EA
168 $
EA
18 $
LF
1,180 $
LF
1,885 $
6.072 $
6.431 $
LF
2,302 $
LF
4,134 $
740 $
LF
LF
1,136 $
4.004 $
LF
336 $
2 $
22 $
29 $
327 $
1,415 $
2,970 $
12.847 $
5,607 $
9,010 $
1,394 $
Unit Price
$
155.00 $
$
1.100.00 $
$
3.200.00 $
$
35.00 $
$
500.00 $
$
70.00 $
$
1.000.00 $
75.00 $
10.00 $
65.00 $
3.65 $
24.00 $
65.00 $
0,25 $
0.25 $
634.00 $
634.00 $
0.20 $
1.08 $
1.60 $
2.15 $
634.00 $
1.60 $
10.00 $
10,00 $
85.00 $
45.00 $
0.70 $
0.70 $
670.00 $
0.85 $
1.30 $
2.10 $
ADDENDUM NO.1
IOC
Amount
19.220.00
2.200.00
51,200.00
3.815,00
1.000.00
2.030.00
1.000.00
750.00
40.00
780.00
13023.20
4.032.00
1.170.00
295.00
471.25
3.849.65
4.077.25
460.40
4.464.72
1.184.00
2.442.40
2.538.54
537.60
20.00
220.00
2.465.00
14.715.00
990.50
2.079.00
8.607.49
4.765.95
11.713.00
2.927.40
2/8/05
BID SCHEDULE
IMMOKALEE ROAD - U.S 41 to 1-75
COUNTY PROJECT NO. 66042
BID NO. 05-3788
ADDENDUM NO.1
IOC
SIGNING AND PAVEMENT MARKING ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
711-35-241 SOLID TRAFFIC STRIPE, THERMOPLASTIC (WHITE) (24") LF 1,630 $ 2.60 $ 4238.00
711-36-181 SOLID TRAFFIC STRIPE, THERMOPLASTIC (YELLOW) (18") LF 336 $ 2.10 $ 705.60
711-37-61 SOLID TRAFFIC STRIPE, THERMOPLASTIC (WHITE) (6") NM 12.426 $ 2.007.00 $ 24.938.98
711-38-61 SOLID TRAFFIC STRIPE, THERMOPLASTIC (YELLOW) (6") NM 7.972 $ 2.007.00 $ 15.999.80
CC-991-SPM SIGNING AND PAVEMENT MARKING ITEMS ALLOCATION FIXED $ 3,000,00 $ 3,000,00
SIGNING AND PAVEMENT MARKING ITEMS TOTAL $ 217,966.73
TR-P-b
218/05
BID SCHEDULE
IMMOKALEE ROAD - US 41 to 1-75
COUNTY PROJECT NO. 66042
BID NO. 05-3788
SIGNALIZATION ITEMS
Item No.
Description
555-1-1 DIRECTIONAL BORE (LESS THAN 6 INCHES) LF
630-1-12 CONDUIT (F&I) (UNDERGROUND) LF
630-1-13 CONDUIT (F&I) (UNDER PAVEMENT) LF
632-7-1 CABLE (SIGNAL) PI
633-121-2 FIBER OPTIC CABLE (F&I) (UNDERGROUND) (SM) (36 COUNT) LF
633-121-2 FIBER OPTIC CABLE (F&I) (UNDERGROUND) (SM) (48 COUNT) LF
635-1-11 PULL AND JUNCTION BOXES (F&I) (PULL BOX) EA
635-1-15 PULL AND JUNCTION BOXES (F&I) (FIBER OPTICS PULL BOX) EA
639-1-22 ELECTRICAL POWER SERVICE (UNDERGROUND) AS
639-2-1 ELECTRICAL SERVICE WIRE LF
641-41-112 PRESTRESSED CONCRETE POLES (F&I DB)(TYPE N-II SERV)(12 FT) EA
649-415-003 MAST ARM ASSEM (F&I/HL) (SINGLE ARM WIO LUM.) (B5-03) EA
649-416-004 MAST ARM ASSEM (F&IIHL) (SINGLE ARM WIO LUM.) (B6-o4)
649-417-006 MAST ARM ASSEM (F&I/HL) (DOUBLE ARM WIO LUM.) (B7-06)
649-425-203 MAST ARM ASSEM (F&I/HL) (DOUBLE ARM WIO LUM.) (B6-B2-04)
650-51-313 TRAFFIC SIGNAL, 121N STD. (F&I) (3 SEC, 1 WAY) (SPECIAL)
650-51-513 TRAFFIC SIGNAL, 12 IN STD. (F&I) (5 SEC, 1 WAY) (SPECIAL)
650-54-311 TRAFFIC SIGNAL, 12 IN STD. (RELOCATE) (3 SECTION, ONE WAY)
653-181 PEDESTRIAN SIGNALS (F&I) (LED) (ONE WAY)
653-182 PEDESTRIAN SIGNALS (F&I) (LED) (TWO WAY)
659-101 SIGNAL HEAD AUXILIARIES (F&I) (BACK PLATES, 3 SECTION)
659-108 SIGNAL HEAD AUXILIARIES (F&I) (STEEL PEDESTAL)
660-2-102 LOOP ASSEMBLY (F&I) (TYPE B)
661-74-11 VEHICLE DETECTOR ASSEMBLIES ( OPTICAL TYPE) (F&I)
AS
663-74-12
VEHICLE DETECTOR ASSEMBLIES (INFRARED)
PEDESTRIAN DETECTOR (F&I) (DETECTOR WITH SIGN ONLY)
ACTUATED SOLID STATE CONTROLLER ASSEMBLY (F&I)
ACTUATED SOLID STATE CONTROLLER ASSEMBL Y(MODIFY)
SYSTEM AUXILIARIES (F&I) (INTERFACE PANEL)
SYSTEM AUXILIARIES (F&I) (FIBER OPTIC, MODULATOR)
SYSTEM AUXILIARIES (F&I) (VIDEO CENTRAL CONTROL EOUIP)
REMOVE TRAFFIC SIGNAL HEAD ASSEMBLY
REMOVE PEDESTRIAN SIGNAL ASSEMBLY
EA
665-13
EA
670-5-112
AS
670-5-410
AS
685-128
EA
685-140
EA
685-142
EA
690-10
EA
690-20
690-31
SIGNAL PEDESTAL REMOVAL
EA
690-32-1
POLE REMOVAL (SHALLOW) (DIRECT BURIAL)
EA
TR-P-c
Estimated
Unit Quantity
575 $
22,434 $
77 $
9 $
11,940 $
11,940 $
58 $
35 $
6 $
1,311 $
6 $
3 $
EA
9
EA
6
EA
AS
61
AS
3
AS
12
AS
24
AS
5
EA
38
EA
4
3
EA
20
EA
28
6
5
5
5
43
14
4
10
ADDENDUM NO. 1
IOC
Unit Price
Amount
22.00 $
3.75 $
12,650.00
84,127.50
13.00 $
1,001.00
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
2,600.00 $
2.20 $
2.50 $
250.00 $
800.00 $
700.00 $
3.00 $
700.00 $
22,000.00 $
26,000.00 $
28,000.00 $
31,000.00 $
1,100.00 $
1,900.00 $
320.00 $
778.00 $
1,600,00 $
110.00 $
700.00 $
800.00 $
8,500.00 $
3,400.00 $
120.00 $
22,000,00 $
850.00 $
3,200.00 $
2,200.00 $
1,900.00 $
55.00 $
55.00 $
210.00 $
650.00 $
6,500,00
1/10/2005
23,400.00
26,268.00
29,850.00
14,500.00
28,000.00
4,200.00
3,933.00
4,200.00
66,000.00
234,000.00
168,000,00
31,000.00
67,100.00
5,700.00
3,840.00
18,672,00
8,000.00
4,180.00
2,800.00
2,400.00
170,000.00
3,400,00
3,360.00
132,000.00
850.00
16,000.00
11,000.00
9,500.00
2,365.00
770.00
840.00
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - US 41 to 1-75
COUNTY PROJECT NO. 66042 lOC
BID NO. 05-3788
SIGNALIZATION ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
690-50 REMOVE CONTROLLER ASSEMBL Y EA 5 $ 210.00 $ 1,050.00
690-60 REMOVE VEHICLE DETECTOR ASSEMBLY EA 31 $ 28.00 $ 868.00
690-80 REMOVE SPAN WIRE ASSEMBLY EA 5 $ 148.00 $ 740.00
690-90 REMOVE CABLING AND CONDUIT PI 6 $ 148.00 $ 888.00
690-100 REMOVE MISCELLANEOUS SIGNAL EQUIPMENT PI 6 $ 148.00 $ 888,00
699-1-1 SIGN (INTERNALLY ILLUMINATED) (STREET NAME) EA 17 $ 1,800.00 $ 30,600.00
700-46-15 EXISTING SIGN (REMOVE) (SPAN WIRE) AS 10 $ 600.00 $ 6,000.00
700-46-25 EXISTING SIGN (RELOCATE) (SPAN WIRE) AS $ 5,000.00 $ 5,000.00
700-48-18 SIGN PANEL (F&I) (15 SF OR LESS) EA 4 $ 210.00 $ 840.00
700-48-48 SIGN PANEL (RELOCATE) (15 SF OR LESS) EA 2 $ 210.00 $ 420.00
CC-992-SIG SIGNALIZATION ITEMS ALLOCATION FIXED $ 30,000.00 $ 30,000.00
SIGNALIZATION ITEMS TOTAL $ 1,277,700,50
TR-P-c
1/10/2005
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD. US 41 to 1-75 lOC
COUNTY PROJECT NO. 66042 .
BID NO. 05-3788
LIGHTING ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
555-1-1 DIRECTIONAL BORE (LESS THAN 6 INCHES) LF 1,513 $ 18.00 $ 27,234.00
715-1-113 CONDUCTOR (F&I) (INSUl. NO 6) LF 85.659 $ 0.70 $ 59.961.30
715-1-114 CONDUCTOR (F&I) (INSUl. NO 4) LF 105,641 $ 0.80 $ 84,512.80
715-1-118 CONDUCTOR (F&I) (INSUL. NO 4/0) LF 95 $ 6,60 $ 627.00
715-2-115 CONDUIT (F&I) (PVC SCH 40) (UNDERGROUND) (2") LF 33,881 $ 4.25 $ 143.994,25
715-7-11 LOAD CENTER (F&I) (SECONDARY VOLTAGE) EA 2 $ 7,300.00 $ 14,600.00
715-14-11 ROADSIDE PULL BOX (F&I) EA 77 $ 300.00 $ 23,100.00
715-511-135 LIGHT POLE COMPo (F&I) (SINGLE ARM SHOULDER) (ALUM) (35' MH) EA 198 $ 2,700.00 $ 534,600.00
715-550-000 LIGHT POLE COMPo (REMOVE) EA 172 $ 550.00 $ 94,600.00
CC-993-LGT LIGHTING ITEMS ALLOCATION FIXED $ 45,000.00 $ 45,000,00
LIGHTING ITEMS TOTAL $ 1,028,229,35
TR-P-d
218/05
BID SCHEDULE ADDENDUM NO, 1
IMMOKALEE ROAD - US 41 TO 1-75
COUNTY PROJECT NO. 66042 lOC
BID NO. 05-3788
COUNTY UTILITY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
FORCE MAINS
FM-1 PIPE (PVC) 24" , CLASS 165 LF 2,840 $ 115,00 $ 326.600.00
FM-2 PIPE (PVC) 24" , CLASS 235 LF 240 $ 108,00 $ 25.920.00
FM-3 PIPE (PVC) 20" , CLASS 165 LF 2,100 $ 66.00 $ 138.600,00
FM-4 PIPE (PVC) 20" , CLASS 235 LF 530 $ 74.00 $ 39.220.00
FM-5 PIPE (PVC) 12" , CLASS 150 LF 2,640 $ 29.00 $ 76.560.00
FM-6 PIPE (PVC) 12" . CLASS 200 LF 450 $ 38.50 $ 17.325,00
FM-7 PIPE (PVC) 8" . CLASS 150 LF 950 $ 19,50 $ 18.525.00
FM-8 PIPE (PVC) 8" . CLASS 200 LF 400 $ 21.50 $ 8.600.00
FM-9 PIPE (PVC) 6" . CLASS 150 LF 480 $ 20.00 $ 9,600.00
FM-10 PIPE (PVC) 6" ,CLASS 200 LF 300 $ 18,00 $ 5.400,00
FM-11 PIPE (PVC) 4" , CLASS 150 LF 170 $ 45.00 $ 7.650.00
FM-12 PIPE (PVC) 4" , CLASS 200 LF 170 $ 45.00 $ 7 ,650,00
FM-13 PIPE (01) 24" , CLASS 350 LF 80 $ 300.00 $ 24,000,00
FM-14 PIPE (01) 6" , CLASS 350 LF 60 $ 100,00 $ 6.000,00
FM-15 STEEL CASING 36" LF 280 $ 250.00 $ 70,000.00
FM-16 STEEL CASING 24" LF 690 $ 200.00 $ 138,000,00
FM-17 STEEL CASING 16" LF 130 $ 137,00 $ 17,810,00
FM-18 STEEL CASING 14" LF 290 $ 106,00 $ 30,740.00
FM-19 STEEL CASING 12" LF 150 $ 120.00 $ 18,000,00
FM-20 AIR VAC/RELlEF ASSEMBLY EA 6 $ 5,100.00 $ 30,600,00
FM-21 DUCTILE IRON FITTINGS LB 21,800 $ 9,50 $ 207.100,00
FM-22 PLUG VALVE 24" WITH VALVE BOX EA 2 $ 18,000.00 $ 36,000.00
FM-23 PLUG VALVE 20" WITH VALVE BOX EA 3 $ 12,000,00 $ 36,000.00
FM-24 PLUG VALVE 12" WITH VALVE BOX EA 4 $ 2,600.00 $ 10,400.00
FM-25 PLUG VALVE 10" WITH VALVE BOX EA $ 2,200,00 $ 2.200,00
FM-26 PLUG VALVE 8" WITH VALVE BOX EA 4 $ 1,500.00 $ 6.000.00
FM-27 PLUG VALVE 6" WITH VALVE BOX EA 9 $ 1.200.00 $ 10,800.00
FM-28 PLUG VALVE 4" WITH VALVE BOX EA 4 $ 750.00 $ 3,000.00
FM-29 RESTRAIN EXIST 4" FM EA 5 $ 530,00 $ 2,650.00
TR-P-e
2/8/05
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - US 41 TO 1-75
COUNTY PROJECT NO. 66042 lOC .
BID NO. 05-3788
COUNTY UTILITY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
FM-30 RESTRAIN EXIST 6" FM EA 14 $ 570.00 $ 7.980.00
FM-31 RESTRAIN EXIST 8" FM EA 6 $ 880.00 $ 5,280,00
FM-32 RESTRAIN EXIST 12" FM EA 5 $ 900,00 $ 4.500.00
FM-33 RESTRAIN EXIST 20" FM EA 3 $ 2.000,00 $ 6.000.00
FM-34 RESTRAIN EXIST 24" FM EA 8 $ 1.700.00 $ 13.600.00
FM-35 REMOVE EXIST 3" FM LF 30 $ 13.00 $ 390,00
FM-36 REMOVE EXIST 4" FM LF 80 $ 9.00 $ 720.00
FM-37 REMOVE EXIST 6" FM LF 440 $ 9.00 $ 3.960.00
FM-38 REMOVE EXIST 8" FM LF 810 $ 12.00 $ 9.720,00
FM-39 REMOVE EXIST 10" FM LF 30 $ 15.00 $ 450,00
FM-40 REMOVE EXIST 20" FM LF 30 $ 19.50 $ 585,00
FM-41 REMOVE EXIST 24" FM LF 1,130 $ 13,50 $ 15.255.00
FM-42 GROUT FILL EXIST 3" FM LF 40 $ 25.00 $ 1.000,00
FM-43 GROUT FILL EXIST 4" FM LF 230 $ 19.50 $ 4.485,00
FM-44 GROUT FILL EXIST 6" FM LF 2.700 $ 10.70 $ 28.890.00
FM-45 GROUT FILL EXIST 8" FM LF 370 $ 19,25 $ 7.122,50
FM-46 GROUT FILL EXIST 10" FM LF 470 $ 19,50 $ 9.165.00
FM-47 GROUT FILL EXIST 12" FM LF 2,720 $ 20.00 $ 54.400.00
FM-48 GROUT FILL EXIST 20" FM LF 2,700 $ 29.00 $ 78.300,00
FM-49 GROUT FILL EXIST 24" FM LF 3,060 $ 41,00 $ 125.460,00
FORCE MAIN SUBTOTAL $ 1.708.212.50
RECLAIMED WATER
REC-1 PIPE (PVC) 24". CLASS 165 LF 2.810 $ 73.00 $ 205.130,00
REC-2 PIPE (PVC) 24". CLASS 235 LF 440 $ 112,00 $ 49.280,00
REC-3 PIPE (PVC) 12". CLASS 150 LF 3,090 $ 30,50 $ 94.245.00
REC-4 PIPE (PVC) 12", CLASS 200 LF 340 $ 44,00 $ 14.960.00
REC-5 PIPE (PVC) 10", CLASS 200 LF 90 $ 33.00 $ 2.970.00
REC-6 STEEL CASING 24" LF 380 $ 262.00 $ 99.560,00
REC-7 STEEL CASING 36" LF 400 $ 270.00 $ 108.000.00
TR-P-e
2/8/05
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - US 41 TO 1-75 lOC
COUNTY PROJECT NO. 66042 .
BID NO. 05-3788
COUNTY UTILITY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
REC-8 DUCTILE IRON FITTINGS LB 8,350 $ 9.50 $ 79,325,00
REC-9 AIR VAC/RELlEF ASSEMBLY EA 4 $ 3,700.00 $ 14.800.00
REC-10 GATE VALVE 10" EA $ 1,750.00 $ 1.750.00
REC-11 GATE VALVE 12" EA 3 $ 2.050.00 $ 6.150.00
REC-12 GATE VALVE 24" EA 4 $ 11,100.00 $ 44.400.00
REC-13 RESTRAIN EXIST 12" RWM EA 14 $ 660.00 $ 9.240.00
REC-14 RESTRAIN EXIST 18" RWM EA 8 $ 900,00 $ 7.200.00
REC-15 RESTRAIN EXIST 20" RWM EA 3 $ 980.00 $ 2,940.00
REC-16 RESTRAIN EXIST 24" RWM EA 9 $ 1,100,00 $ 9.900.00
REC-17 REMOVE EXIST 12" RWM LF 47 $ 11,80 $ 554.60
REC-18 GROUT FILL EXIST 12" RWM LF 3,210 $ 19.00 $ 60.990.00
REC-19 GROUT FILL EXIST 24" RWM LF 3,330 $ 37.50 $ 124.875.00
REC-20 UNDERGROUND CONCRETE CY 50 $ 475.00 $ 23.750,00
RECLAIMED WATER SUBTOTAL $ 960,019,60
WATER DISTRIBUTION
WM-1 PIPE (PVC) 20", CLASS 165 LF 3,150 $ 85,00 $ 267.750.00
WM-2 PIPE (PVC) 20", CLASS 235 LF 580 $ 73.50 $ 42.630.00
WM-3 PIPE (PVC) 16", CLASS 165 LF 80 $ 35.00 $ 2.800.00
WM-4 PIPE (PVC) 16", CLASS 235 LF 320 $ 53,00 $ 16.960.00
WM-5 PIPE (PVC) 12", CLASS 150 LF 6,350 $ 50,00 $ 317.500.00
WM-6 PIPE (PVC) 12", CLASS 200 LF 1,650 $ 36.00 $ 59.400.00
WM-7 PIPE (PVC) 10", CLASS 150 LF 320 $ 33.00 $ 10.560.00
WM-8 PIPE (PVC) 8", CLASS 150 LF 280 $ 20,00 $ 5.600.00
WM-9 PIPE (PVC) 8", CLASS 200 LF 180 $ 27,50 $ 4.950.00
WM-10 PIPE (PVC) 6", CLASS 150 LF 80 $ 12.00 $ 960.00
WM-11 PIPE (PVC) 6", CLASS 200 LF 130 $ 16,00 $ 2.080.00
WM-12 PIPE (HOPE) 8", SDR 11 LF 180 $ 29,00 $ 5.220,00
WM-13 PIPE (01) 30", CLASS 150 LF 8,310 $ 125.50 $ 1.042.905.00
WM-14 PIPE (01) 30", CLASS 53 LF 150 $ 146.50 $ 21.975.00
TR-P-e
2/8/05
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - US 41 TO 1-75 lOC
COUNTY PROJECT NO. 66042
BID NO. 05-3788
COUNTY UTILITY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
WM-15 PIPE (DI) 12", CLASS 53 LF 220 $ 108.00 $ 23.760.00
WM-16 PIPE (DI) 8", CLASS 53 LF 140 $ 67.30 $ 9.422.00
WM-17 STEEL CASING 42" LF 90 $ 341.00 $ 30.690,00
WM-18 STEEL CASING 36" LF 380 $ 350.00 $ 133.000,00
WM-19 STEEL CASING 30" LF 310 $ 157,50 $ 48.825,00
WM-20 STEEL CASING 24" LF 1 ,450 $ 232,00 $ 336.400.00
WM-21 STEEL CASING 16" LF 180 $ 157.00 $ 28.260.00
WM-22 STEEL CASING 14" LF 120 $ 125,50 $ 15.060.00
WM-23 HDPE CASING 14" LF 155 $ 310.00 $ 48.050,00
WM-24 AIR VAC/RELlEF ASSEMBLY EA 25 $ 3,750.00 $ 93.750,00
WM-25 DUCTILE IRON FITTINGS LB 139,900 $ 4,50 $ 629.550.00
WM-26 FIRE HYDRANT ASSEMBLY EA 18 $ 3,300.00 $ 59.400,00
WM-27 FIRE HYDRANT RELOCATE EA 3 $ 9,900,00 $ 29.700.00
WM-28 20"x6" TAPPING SLEEVE AND VALVE EA $ 6,000,00 $ 6.000.00
WM-29 16"x12" TAPPING SLEEVE AND VALVE EA $ 9,000,00 $ 9.000.00
WM-30 12"x10" TAPPING SLEEVE AND VALVE EA $ 7,500.00 $ 7.500,00
WM-31 12"x8" TAPPING SLEEVE AND VALVE EA $ 5,000.00 $ 5.000.00
WM-32 8"X8" TAPPING SLEEVE AND VALVE EA $ 4.400.00 $ 4.400.00
WM-33 TEMP BACTERIAL SAMPLING STATION EA 12 $ 1,900.00 $ 22.800.00
WM-34 PERM BACTERIAL SAMPLING STATION EA 6 $ 3.000,00 $ 18.000,00
WM-35 GATE VALVE 30" EA 8 $ 29.000,00 $ 232.000,00
WM-36 GATE VALVE 20" EA 5 $ 10,500.00 $ 52.500,00
WM-37 GATE VALVE 16" EA 2 $ 4,500.00 $ 9.000.00
WM-38 GATE VALVE 12" EA 19 $ 1,900.00 $ 36.100.00
WM-39 GATE VALVE 10" EA 4 $ 1,560.00 $ 6.240.00
WM-40 GATE VALVE 8" EA 5 $ 1.100.00 $ 5,500.00
WM-41 GATE VALVE 6" EA 2 $ 830,00 $ 1 .660,00
WM-42 RESTRAIN EXIST 6" WM EA 5 $ 850.00 $ 4.250.00
WM-43 RESTRAIN EXIST 8" WM EA 8 $ 1,030.00 $ 8.240,00
WM-44 RESTRAIN EXIST 10" WM EA 20 $ 650.00 $ 13.000,00
TR-P-e
2/8/05
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - US 41 TO 1-75
COUNTY PROJECT NO. 66042 lOC
BID NO. 05-3788
COUNTY UTILITY ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
WM-45 RESTRAIN EXIST 12" WM EA 11 $ 725.00 $ 7.975.00
WM-46 RESTRAIN EXIST 16" WM EA 7 $ 1,085,00 $ 7,595.00
WM-47 RESTRAIN EXIST 20" WM EA 32 $ 1,130.00 $ 36.160.00
WM-48 REMOVE EXIST 6" WM LF 180 $ 10.00 $ 1 ,800.00
WM-49 REMOVE EXIST 8" WM LF 600 $ 10.00 $ 6,000,00
WM-50 REMOVE EXIST 10" WM LF 60 $ 12.00 $ 720.00
WM-51 REMOVE EXIST 12" WM LF 2,380 $ 12.00 $ 28,560.00
WM-52 REMOVE EXIST 20" WM LF 5,950 $ 14. 00 $ 83,300,00
WM-53 GROUT FILL EXIST 6" WM LF 110 $ 13.00 $ 1.430.00
WM-54 GROUT FILL EXIST 8" WM LF 1,060 $ 16,00 $ 16.960.00
WM-55 GROUT FILL EXIST 10" WM LF 70 $ 18,00 $ 1 ,260.00
WM-56 GROUT FILL EXIST 12" WM LF 11,160 $ 19.00 $ 212,040,00
WM-57 GROUT FILL EXIST 16" WM LF 1,110 $ 25,00 $ 27.750.00
WM-58 GROUT FILL EXIST 20" WM LF 6,630 $ 30.00 $ 198.900.00
WATER DISTRIBUTION SUBTOTAL $ 4,358,797,00
RAW WATER
RWM-1 PIPE (PVC) 12", CLASS 150 LF 2,960 $ 27.25 $ 80.660,00
RWM-2 PIPE (PVC) 12", CLASS 200 LF 330 $ 29.25 $ 9,652,50
RWM-3 PIPE (01) 12", CLASS 53 LF 40 $ 65.20 $ 2,608,00
RWM-4 STEEL CASING, 24" LF 110 $ 154.00 $ 16,940,00
RWM-5 AIR VAC/RELlEF ASSEMBLY EA 4 $ 3.500.00 $ 14,000,00
RWM-6 DUCTILE IRON FITTINGS LB 4,800 $ 9.50 $ 45,600.00
RWM-7 GATE VALVE 12" EA 3 $ 2,000.00 $ 6,000,00
RWM-8 PIPE RESTRAINT FOR EXIST PIPE EA 31 $ 675,00 $ 20.925,00
RWM-9 REMOVE 12" 01 PIPE LF 1,250 $ 12,00 $ 15.000,00
RWM-10 GROUT FILL 12" 01 PIPE LF 2,450 $ 17,00 $ 41,650.00
RAW WATER SUBTOTAL $ 253,035.50
CC-994-UTL COUNTY UTILITY ITEMS ALLOCATION FIXED $ 850,000,00 $ 850,000.00
COUNTY UTILITY ITEMS TOTAL $ 8,130,064,60
TR-P-e 2/8/05
"~,--~-._---,--
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - US 41 to 1-75 1 OC
COUNTY PROJECT NO. 66042
BID NO. 05-3788
STRUCTURE ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
STA.1060+S4.S5 TWIN 11'X6' R.C. BOX CULVERT
110-3 REMOVAL OF EXISTING STRUCTURES LS $ 3,500.00 $ 3.500.00
400-4-1 CLASS IV CONCRETE (CULVERTS) CY 58 $ 1.195.00 $ 69.310.00
415-1-6 REINFORCING STEEL (CULVERTS) LB 10,184 $ 1.00 $ 10,184.00
460-70-1 ALUMINUM RAILING (SINGLE) LF 64 $ 103.00 $ 6,592.00
521-5-4 CONCRETE TRAFFIC BARRIER (32" VERTICAL) LF 64 $ 45.00 $ 2,880.00
STA. 1079+84.14 TWIN 10'XS' R.C. BOX CULVERT
110-3 REMOVAL OF EXISTING STRUCTURES LS $ 3,500.00 $ 3.500.00
400-4-1 CLASS IV CONCRETE (CULVERTS) CY 53 $ 1,235.00 $ 65.455.00
415-1-6 REINFORCING STEEL (CULVERTS) LB 6,709 $ 1.00 $ 6,709.00
460-70-1 ALUMINUM RAILING (SINGLE) LF 76 $ 45.00 $ 3.420.00
521-5-4 CONCRETE TRAFFIC BARRIER (32" VERTICAL) LF 76 $ 103.00 $ 7,828.00
STA. 1087+60.86 SLAB BRIDGE
125-1 EXCAVATION FOR STRUCTURES CY 45 $ 35,00 $ 1.575.00
400-4-4 CLASS IV CONCRETE (SUPERSTRUCTURE) CY 6 $ 715.00 $ 4.290,00
400-4-5 CLASS IV CONCRETE (SUBSTRUCTURE) CY 22 $ 765.00 $ 16,830.00
415-1-4 REINFORCING STEEL (SUPERSTRUCTURE) LB 1,205 $ 1.00 $ 1 ,205.00
415-1-5 REINFORCING STEEL (SUBSTRUCTURE) LB 2,300 $ 1.00 $ 2.300.00
460-70-1 ALUMINUM RAILING (SINGLE) LF 48 $ 45.00 $ 2.160.00
521-5-4 CONCRETE TRAFFIC BARRIER (32" VERTICAL) LF 48 $ 103,00 $ 4.944,00
736-72-13 PIPE PILE CAPS EA 4 $ 21,000.00 $ 84,000.00
CYPRESS WAY EAST PIPE CROSSING
736-72-13 PIPE PILE CAPS EA 4 $ 19,000.00 $ 76,000.00
STA. 1134+56.50 TRIPLE 7'-6"X6'-0" R,C. BOX CULVERT
110-3 REMOVAL OF EXISTING STRUCTURES LS $ 5,000.00 $ 5,000.00
400-4-1 CLASS IV CONCRETE (CULVERTS) CY 43 $ 3,500.00 $ 150.500.00
415-1-6 REINFORCING STEEL (CULVERTS) LB 6,570 $ 1.00 $ 6.570.00
MODIFICATION OF AIRPORT-PULLING ROAD BRIDGE
102-1 MAINTENANCE OF TRAFFIC LS $ 50,000.00 $ 50.000,00
110-3 REMOVAL OF EXISTING STRUCTURES LS $ 50,000.00 $ 50.000,00
120-6 EMBANKMENT CY 50 $ 25.00 $ 1.250.00
125-1 EXCAVATION FOR STRUCTURES CY 80 $ 15.00 $ 1.200.00
360-1 CONCRETE APPROACH SLABS EA 2 $ 14,500.00 $ 29.000.00
TR-P-f
2/8/05
BID SCHEDULE ADDENDUM NO.1
IMMOKALEE ROAD - US 41 to 1-75 lOC
COUNTY PROJECT NO. 66042
BID NO. 05-3788
STRUCTURE ITEMS
Estimated
Item No. Description Unit Quantity Unit Price Amount
400-4-4 CLASS IV CONCRETE (SUPERSTRUCTURE) CY 96 $ 1,100.00 $ 105.600.00
400-4-5 CLASS IV CONCRETE (SUBSTRUCTURE) CY 34 $ 1,600.00 $ 54.400.00
400-129 BEARING PADS (NEOPRENE) EA 4 $ 1,700.00 $ 6,800.00
415-1-4 REINFORCING STEEL (SUPERSTRUCTURE) LB 26,685 $ 1.00 $ 26,685.00
415-1-5 REINFORCING STEEL (SUBSTRUCTURE) LB 3,795 $ 1.00 $ 3,795.00
455-15-2 PREFORMED PILE HOLES EA 10 $ 1,100.00 $ 11 ,000.00
455-34-3 PRESTRESSED CONCRETE PILES (18X18) FURNISHED/DRIVEN LF 680 $ 130.00 $ 88.400,00
521-73 TRAFFIC BARRIER REMOVAL LF 261 $ 92,00 $ 24,012.00
STA.1144+50 TO STA.1155+00 GRAVITY RETAINING WALL
400-1-11 CLASS I CONCRETE (RETAINING WALLS) CY 340 $ 340,00 $ 115,600.00
547-70-2 FABRIC FORMED CONCRETE RIPRAP SY 3,325 $ 45.00 $ 149.625.00
STA. 1092+49.7 TO STA. 1094+00 CANTILEVER RETAINING WALL
400-4-11 CLASS IV CONCRETE (RETAINING WALLS) CY 120 $ 2,910.00 $ 349,200.00
547-70-2 FABRIC FORMED CONCRETE RIPRAP SY 175 $ 85.00 $ 14,875.00
LAKELAND AVENUE BRIDGE PIPE SUPPORTS
460-2-15 STRUCTURAL STEEL (MISC PIPE SUPPORTS LBS 441 $ 150.00 $ 66,150,00
CC-995-STR STRUCTURE ITEMS ALLOCATION FIXED $ 30,000.00 $ 30,000.00
STRUCTURE ITEMS TOTAL $ 1,712,344.00
TR-P-f
2/8/05
lOC
.
MATERIAL MANUFACTURERS
The Bidder is required to state below, material manufacturers it proposes to utilize on this project No
change will be allowed after submittal of Bid. If sUDstitute material proposed and listed below is not
- approved by Engineer. Bidder shall furnish the manufacturer named in the specification. Acceptance
of this Bid does not constitute acceptance of material proposed on this list. THIS LIST MUST BE
COMPLETED OR BID WILL BE DEEMED .NON-RESPONSNE.
3.
4.
5.
6. RfIJ
Dated ~/8d/8005
MANUFACTURER
Anadcad &1 rJlt7J1 ;?"(j &mfl<!WY
J A ~~flc!vr;rl1 fl
/' I
/ rlu- tlNIPTI
Amc;.1"ICOI1 /low
A:Jf..f ~t
HaJ1so/{' _
BY:
TR-P-3
IOC
S*-
LJST OF...SUBCONTRACTORS
The undersigned states that the following is a full and complete list of the proposed subcontractors
on this Project and the class of work to be perfonned by each, and that such list will not be added
to nor altered without written consent of the Project Manager. The - undersigned further
acknowledges its responsibility for ensuring that the subcontractors listed herein are "qualifledlJ (as
defined in Ordinance 87-25 and Section 15 of Instructions to Bidders) and meet all legal
requirements applicable to and necessitated by this Agreement, induding, but not limited to proper
licenses, certifications, registrations and insurance coverage. The County reserves the right to
disqualify any bidder who includes non-compliant or non-qualified subcontractors in hisJher bid offer.
Further, the County may direct the bidder/contractor to remove/replace any subcontractor that is
found to be non-compliant with this requirement subsequent to award of the contract at no additional
cost to the County. THIS LIST MUST BE COMPLETED OR BID WILL BE DEEMED
NON-R1::SPONSIVE. (Attach additional sheets as needed).
Subcontractor and Address
Class of Work to be Performed
~:SP-t'tftt/T
1. A"PAC S',E.
} , L ' .53913
'1).9'(-1\ I ( ( 0 Rd, Ff.JrJWf5 PI..
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2. ~~~L:A!ejj'fa~;
."Ph flJ,voBrSJ FJ.. (':3'.?9tJg
3. >>:tut;s'oL-:'
&11lfa ~rtJ1fr J Ft, 3if/3D
fJ. } cI. '
4, &~tJ1W~ r~n
A%w>;;'7 pI ~.I:i
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5.IJ1,'rJ 1ft:f'7r/.u- Gkd.
Lj.5~~ 'g1't9S5 A-ve,
NdlJl~Sl FJ.. 3t1/()4
,
~~r!t-'cI.9€< !J&mo
t?f/Y1CFt" If .i!o twOf" k
f."mUl I +tk1117 $ / ,~~
Slone! t"~I-Iv,.,
6,
BY:
Dated t9 / 9:; /&005'
..:
TR-P-4
STATEMENT OF EXPERIENCE OF BIDDER
IOC
The Bidder is required to state below what work of similar magnitude is a judge of its experience, skill
and business standing and of its ability to conduct the work as completely and as rapidly as required
under the terms of the contract.
1.
Proiect and location
fJka~(l lie OllachFc/ '
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TRENCH SAFETY ACT
Bidder acknowledges that included in the various items of the proposal and in the Total Bid Price are
costs for complying with the Florida Trench Safety Act (90-96, Laws of Florida) effective October 1,
1990. The Bidder further identifies the cost to be summarized below:
Failure to complete the above may result in the Bid being declared non-responsive.
DATE 818~/r906,~
.J
TR-P-6
IOC
CONFUCT OF INTEREST
1. Bidder shall provide full disclosure of information on any work performed for private interests
within the past two (2) years, especially work that is not yet completed.
2. Bidder shall provide a declaration of commiiment not to pursue any private sector work within
the limits of the County project or directly affected by the County project until the County
project is completed and accepted by the County. Contractor may request a waiver of this
provision from the Project Manager. A waiver may be granted at the sole discretion of the
County.
3. Bidder shall provide a certification by a principal of the firm that the firm will comply fully with
items 1 and 2 above, and to certify that no conflict of interest does exist or will arise if firm is
awarded a County project.
If more space is required, please attach additional pages,
Failure to provide the documentation requested above may result in the Bid being declared
non-responsive.
By:
Date:
<9 /;)~ / 800~
I '
Its
TR-P-7
i;""
1
!'
IOC
(~
Upon receipt of written notice of the conditional acceptance of this Bid, Bidder will execute the formal
Contract,attached within ten (10) calendar days and deliver the Surety Bond or Bonds and Insurance
as reqUired/ by /7 the Contract Documents. The bid security attached in the sum of:
.~% (;' 10 I-d ' dollars ($ S% ) is to become the property of the
Owner in the event the Contract, Insurance and Bonds are not executed within the time above set
forth for the delay and additional expense to the Owner.
If awarded a contract under this Proposal, the undersigned proposes to commence work at the site
within five (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 c6mplete all work covered by
this Proposal within a total of nine hundred (900) 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 nine hundred and thirty (930) consecutive calendar
days, computed by excluding the commencement date and including the last day of such period.
This is a three-phase project with each phase have substantial and final completion milestones:
q
i
Milestone Substantial Completion Final Completion
1 180 210
2 400 430
3 900 930
r; ~
Jil;""j
1
1
Respectfully Submitted%:;'
State of rL4.
County of /1/()..!.
'~.J
,
~
;t~ f/2.iUoIPG . being first duly sworn on oath deposes
and says that the Bidder on the above Proposal is organized as indicated and that all statements
herein made are made on be70f such Bid~er and that this deponent is authorized to make them.
~/t!./I#L. ~jjOIAJ;/Jd , also deposes and says that it has
examined and carefully prepared its Bid Proposal from the Contract Drawings and Specifications and
has checked the same in detail before submitting this Bid; that the statements contained herein are
true and correct.
..;
(a) Corporation
The Bidder is a corporation organized and existing und~ the laws of the State of
which operates under the legal name of J 0);/ /1.J r!-AJtL q ~(.
and the full names of its offic~r are as follows:
11 ;// ,
President ~ /t-J/fittL::1 L-.ATE~$L.e.. /
Secretary -:JOsc~ //.F. e/.ff cAJIlc..e..., .
Treasurer ::J;/.);i/ -7 I!o 6$ f/~
Manager Yz::, UK/' /~t"UI:::.5
Afel-i
1... ;
I
J
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and it ,Qr (does nol) have a corporate seal. The (name) art ~),vsa/.. .
is aut~o sign constwction pfQP0S8if and contracts for the company y action of its Board of
Directors taken JIll H flf.tc~ , 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:
)/-4
The co-partnership does business under the legal name of:
(c) Individual
The Bidder is an individual whose full name is
operating under a trade name, said trade name is
)J ILl
(
---.Io~ wiD) 'AC.
legal entity
. and if
DATED
Witness
BY: ell R. T ,TOft ~Sl ~ b-J .
~,fB Biidd.er~.
~~ckt.1 '.
Signature Q
~ru~
Title
[Corporate Seal]
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02/21/2005 18:57 FA~ 588 228 5887
CARLO COMPANIES
+ FT. MYERS
I4I 002/002
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CONSENT OF THE BOARD OF DIRECTORS OF
JOHN CARLO, lNe.
IN LIEU OF A SPECIAL MEETING
Pursuant to the provisions of Section 525 of the Michigan Business Corporation Act, the
wldersigned, being all of the members of the Board of Directors of John Carlo, Inc., a
Michigan Corporation, without a meeting, without prior notice and without a vote,
consent to the following action:
RESOL YED, that the following persons are hereby authorized to execute, on behalf of
the Corporation, any and all contracts with the State of Florida, or other governmental
entity, and any and all contracts with any party pursuant to which work will be performed
within the State of Florida:
Chief Executive Officer
Chief Operating Officer/ Secretary
President
Executive Vice President
Vice President
Vice President! Administtation
Treasurer/Chief Financial Officer
Carlo J. Catenacci
Joseph E. Catenacci
Michael J, Catenacci
Michael E. Donohoe
Curtis A. Johnson
JeaTIie F. Catenacci
John T. Robson
RESOLVED, the Corporation specifically reserves the authority to take any other action
required under the Contract, and
RESOLVED, that all actions heretofore taken with respect to the matters authorized in
these Resolutions be, and they hereby are, ratified, confirmed and approved.
These actions would have been required or pennitted to be taken pursuant to an
authorized vote at a meeting of the Board of Directors. This written consent shall be filed
with the minutes of the Corporation and shall have the same effect as a vote of the Board
of Directors for all purposes.
Witness the signatures of all of the members of the Board of Directors of John Carlo,
Inc., a Michigan corporation, on June 11, 2004.
IOC
.
STATE OF 'F\ol"1&c..
COUNTY OF C1\\le;r
The foregoing instrument was acknowledged before me this ~ ~ day of \=e..\o. ' . 2005,
by ('>.\.~...... \- "3"o,^V'\'S..o n ,as \.\ ~~ P \Jt" ~\d..E?:V'\.-\ of
-So\w.-. G:a.f"'\C'l :r~. . a ti\~cln\~lt~ corporation, on behalf of the
corporation. ~she~ is personally known to me or has pro uced NM
as identification and did (did not) take an oath.
My Commission Expires:
~.~ ~~c~
(Signa re otary)
NAME: e"fi.'f'\~~ \-. ffiC.elP(L~
(Legibly Printed)
~~$..::;r..'{f~O CHARLES E MCClEAF
f.! ,. ~-.: :~~ MY COMMISSION # DO 386309
~~~~~ EXPIRES: January 13, 2009
",9r;,~~-\' Bonded Thru Nocary Pubk UI1d8rwnters
Notary Public, State of ~~
Commission No.: t)t\ ~~~~m
(AFFIX OFFICIAL SEAL)
TR-P-10
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,>,
THIS SHEET MUST BE SIGNED BY VENDOR
- .
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
Purchasing Department
BIDDERS CHECK UST
IMPORTANT: Please read carefully, sign in the spaces indicated and return with your bid
proposal.
Bidder should check off each of the following items as the necessary action is completed:
1.
2.
3.
4.
5.
6.
7.
The Bid has been signed.
The bid prices offered have been reviewed.
The price extensions and totals have been checked.
The payment tenns have been indicated.
Any required drawings, descriptive literature, etc. have been included.
Any delivery information required is included.
If required, the amount of bid bond has been checked, and the bid bond or cashiers check has
been included.
Any addenda have been signed and included.
The mailing envelope has been addressed to:
Purchasing Director
Collier County Government Center
Purchasing Building
3301 Tamiami Trail, East
Naples, Florida 34112
8.
9.
11.
The mailing envelope must be sealed and marked with:
<=>Bid Number;
<::>project Name;
<::>Opening Date.
12. The bid will be mailed or delivered in time to be received no later than the specified openina
date and time. (otherwise bid cannot be considered.)
i
,,:-
ALL COURIER-DELIVERED BIDS MUST HAVE THE BID NUMBER
AND PROJECT NAME ON THE OUTSID OF T ERlER PACKET
\ :)
&2wJ
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_.BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we
c.t-IL AIICtc/,~p/
(herein after called the Principal) and
,
(herein called the Surety), a corporation chartered and existing under the laws of the State of
with its principal offices in the city of
and authorized to do business in the State of' are held and firmly bound
unto the (hereinafter called
the Owner, in the full and just sum of
dollars ($ , ) good and lawful money of the United States of America, to be paid
upon demand of the Owner, to which payment well and truly to be made, the Principal and the Surety
bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and
-- firmly by these presents.
Whereas, the Principal is about to submit, or has submitted to the Owner, a proposaJ for
furnishing all labor, materials, equipment and incidentals necessary to furnish and install:
IMMOKALEE ROAD SIX LANE CONSTRUCTION - U.S. 41 to 1-75
NOW, THEREFORE: The conditions of this obligation are such that if the Proposal be
accepted, the Principal shall, within fifteen days after the date of a written Notice of Award, execute a
Contract in accordance with the Proposal and upon the terms, conditions and price(s) set forth
therein, of the fonn and manner required by the Owner, and execute a sufficient and satisfactory
Contract Performance Bond and Payment Bond payable to the Owner, in an amount of one hundred
percent (100%) of the total Contract price each in form and with security satisfactory to the said
Owner, then this obligation to be void; otherwise to be and remain in full force and virtue in the law;
and the Surety shall, upon failure of the Principal to comply with any or all of the foregoing
requirements within the time specified above, immediately pay to the aforesaid Owner, upon
demand, the amount hereof in good and lawful money of the United States of America, not as a
penalty but as liquidated damages.
IN TESTIMONY Thereof, the Principal and Surety have caused these presents to be duly signed and
sealed this day of ,2005.
Principal
BY
(Seal)
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Surety
(Seal)
Countersigned
Local Resident Producing Agent for
,;....
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BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we John Carlo, Inc,
(herein after called the Principal) and
Safeco Insurance company 01 Amenca
(herein cal~.d tUe Surety), a corporation chartered and existing under the laws of the State ~f
Was mg on with Its prfnclpal offices in the city of Seattle
ancj authorized to do business in the State of Florida are held and firmly bound
unto the Collier County, Flonda (hereinafter called
the Owner, In t~e full ~nd just Sum of Five Percent of Accompanymg BId __n__nn____m_______n_
dollars ($ 5 Yo of Bid ) good and lawful money of the United Statee of America, to be paid
upon demand of the OWner, to which payment well and truly to be made, the PrIncipal and the Surety
bind themselves, their heirs, and executors, administrators, and assigns, jointly and severally and
firmly by these presents.
Whereas, the. Prlncfpal i$ about to submit, or has submitted to the Owner. a proposal for
furnishing all labor, materials, equipment and incidentals necessary to furnish end Install:
IMMOKAlEE ROAD SIX LANE CONSTRUCTION - U.S, 41 to r.76
NOW, THEREfORE: The conditions of this obligation are such that if the Proposal be
accepted, the Principal shall, within fifteen days after the date of a written Notlce of Award, execute a
Contract in accordance with the Proposal and upon the telmS, conditions and pries(s) set forth
therein, of the form and manner requIred by the Owner, and execute a sufficIent and satisfactory
Contract Performance Bond and Payment Bond payable to the Owner, in an amount of one hundred
percent (100%) of the total Corrtract price each in form and with security satisfactory to the said
OWner, then this obligation to be void; otherwise to be ~nd remain in full force and virtue In the law;
and the Surety shall, upon failure of the Principal to comply with any or all of the foregoing
requirements withIn the time specified above, immediately pay to the aforesaid Owner, upon
demand, the amount hereof In good and lawful money of the United States of America, not as a
penalty but as liquidated damages.
IN TESTIMONY Thereof, the Principal and Surety have oaused these presents to be duly sfgnedard
sealed this 22nd day of February. 2005.
JOHN CARLO, INC.
~0/~
\
(Sear)
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ATTEST:
SURETY:
SAFECO INSURANCE COMPANY OF AMERICA
(Printed Name)
-rcr- ~/~~
rg.~j4-
C. A, Johnson../ Att rney-in-fact
~-"
(Prtnted Name)
OR
As Attorney in Fact
(Attach Power of Attorney)
(Printed Name)
Witnesses
(BUSiness Address)
(248) 519-1400
(Telephone Number)
STATE OF MICHIGAN
COUNTY OFW A YNE
The foreao;ng instrument was acknowledged before me this 22ndclay of February ,2005, by
C. A. Johnson , as Attorney-in-fact of
Safeco Insurance Company of America Surety, on behalf of Surety. HelShe is personally I<nown to me
OR has produced personally known as IdentiflCOiltion and who did (did not) take
an oath.
Name:
(Legibly Printed)
YY1 <\~f~1J k f\ ~^~Jkl~-
(Signature)
MICHEllE K. BUECHe!
N9Iafy Pl:JbHe, 'hlayfle DeeFll}, MI
My Commission Expires April 4, 20'1:
My Commission Expires:
(AFFIX OFFICIAL SEAL)
Notary Public, State of:
Commission No.:
TR-CA~A-6
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.
IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING
THE TERRORISM RISK INSURANCE ACT OF 2002
As a surety bond customer of one of the SAFECO insurance companies (SAFECO Insurance Company of
America, General Insurance Company of America, Rrst National Insurance Company, American States Insur-
ance Company or American Economy Insurance Company), it is our duty to notify you t~at the Terrorism Rls\<.
Insurance Act of 2002 extends to "surety insurance", This means that under certain circumstances we may be
eligible for reimbursement of certain surety bond losses by the United States government under a formula
established by this Act.
Under this formula, the United States government pays 90% of losses caused by certified acts of terrorism that
exceed a statutorily established deductible to be paid by the insurance company providing the bond. The Act
also establishes a $100 billion cap for the total of all losses to be paid by all insurers for certified acts of
terrorism. Losses on some or all of your bonds may be subject to this cap.
lhis notice does not modify any of the existing terms and conditions of this bond, the underlying agreement
guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law.
At this time there IS no premium change resulting from this Act.
$.6248 2/03
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~ S A FEe O'
POVVE R
OF A TIORNEY
SAFE CO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY Of AMERICA
HOME OFFICE: SAFECO PlAZA
SEATTLE, WASHINGTON 95165
No, 12639
KNOW ALL BY nESE PRESENTS:
__ That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE:: COMPANY OF AMERICA, each a 'WashingtoFtcorporetion, ooes each
hereby appoint
..-..----1'. It GUY; PAUL M. HU1U..EY; C, A. JOHNSON; LllIDA L. AUSTIN; MARGARETM. KOmOFF; ANNE M. BARrCK; ROBERTD. HEUER;
MICHELLE K. BUECHEL; Troy. Michiglln-**-*.__._...**..*-**....*-***. ...__.._**-*...._-*-_..__.-
its true and lawful attcmey(s)-in-fact, with full authority to executa on its beha~ fidelity end surely bonds or undertEi<ings end cther documents of a similar
__ character Issued in the cCtlfSe of its business, and to bind the respective compeny thereby.
IN WIlNESS WI-EREOF, SAFECO INSURANCE COMPANY OF AMERICA <:nd GENERAL INSURANCE:: COMPANY OF AMERICA have eech executed end
attested th ElSe presents
this 11th
00y of November , 2004
~ k fvt <-fJr.J, ~
MIKE MCGAVlCK, PRESIDENT
crRIsnNE MEAD, SECRETARY
CERT1FICATE
Extract from the E},'-Laws of SAFECO INSURANCE COMPANY OF AMERICA
<:nd of GEN~ INSURANCE COMPANY OF AMERICA:
"Article V, Section 13. _ FIDalTY AND SURETY BONDS ... the President, my Vice President, the Secretary, and eny Assistant Vice President appointed forthet
f:Urpose try the officer In charge of surety operetions, shall each helVe authority to appdnt individuals as attorneys-In-fact or under other appropriate titles with
flJthority to execute on behaf of the company fidelity erld surety boods and other oocuments of slmiler cheracter issued 'Oy the ccmpany in the course of Its
bUsiness.. On eny Instrument making or evidendng such appointment, the siglatures may be affixed t)y fac9mile, On 8rf./ Instrument conferring such authority
Q' 00 f!1:IY bond or undertakinll of the company, the seal. or a facsimile thereof, may be Impressed or affixed or in any other manner reproCl,;ced; provided,
however, that the seal shall not be necessary to the validty or any such Instrument or undertakinQ."
Extract from e Resdution of the Board of Directors of SAFECO INSlRANCE COMPANY OF AMERICA
ood of GENERAL INS~NCE COMPAN'f OF AMERlCA edopted July 28, 1970.
''On any certificate executed by the Secretary or <:n assistmt secretary of the Company setting oot,
(i) The provisions of Articte V, Section 13 of the By-Leti'ls, and
(ii) A copy or the power-ol-attomey appointment, executed pursuant thereto, rind
(iil) Certifying that said pooer-ol.attCfney appointment is In full force and effect,
the signature of the certifying officer may be by facsimile, and the seal of the Ccmpany may be a facsimile thereof."
I, Christine Meed, Secretary of SAFECO INSlRANCE COMPANY OF AMERICA and or GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify
that the foregoinll extracts of the By-Laws a1d of a Resolutloo of the Board of [)rectors of these corporations, and of a Power of Attorney issued IX'rsuant thereto,
ere true and correct, end that both the ~-Laws, the Resolution and the Pcwer of Attorney are still in full force end effect.
IN WITNESS WHEREOF, I have hereunto set rTT)' h<:nd and affixed the facsimile seell of said corporation
this
22nd
day of
February
2005
CHRlsnNE MEAD, SECRETARY
&097 NSAE F 2J\l1
ill A reglstemd traoemiiW'k r:t SAFECO Ccrpcrauon
11/1112004 PDF
ROADWAY ITEMS TOTAL
BID SCHEDULE
IMMOKALEE ROAD. U.S. 41 TO 1.75
COUNTY PROJECT NO. 66042
BID NO. 05.3788
BID SUMMARY
SIGNING AND PAVEMENT MARKING ITEMS TOTAL
SIGNALIZATION ITEMS TOTAL
LIGHTING ITEMS TOTAL
COUNTY UTILITY ITEMS TOTAL
STRUCTURE ITEMS TOTAL
TOTAL CONTRACT BID
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ADDENDUM NO.1
$
14,580,734.25
$
217,966.73
$
1,277,700.50
$
1,028,229.35
$
8,130,064.60
$
1,712,344.00
$
26,947,039.43
2/8/05
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Section 4. Bonds.
A. Contractor shall provide Performance and Payment Bonds, in the form prescribed in Exhibit A,
in the amount of 100% of the Contract Amount, the costs of which to be paid by Contractor. The
Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the
State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as
"A-" or better as to general policy holders rating and Class V or higher rating as to financial size
category and the amount required shall not exceed 5% of the reported policy holders surplus, all as
reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75
Fulton Street, New York, New York 1 0038. Should the contract amount be less than $500,000, the
requirements of Section 287.0935, F.S. shall govern the rating and classification of the surety.
B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes insolvent, its
right to do business is terminated in the State of Florida, or it ceases to meet the requirements
imposed by the Contract Documents, the Contractor shall, within five (5) calendar days thereafter,
substitute another bond and surety, both of which shall be subject to the Owner's approval.
Section 5. Contract Time and Liauidated Damages.
A. Time of Performance.
Time is of the essence in the performance of the Work under this Agreement. The "Commencement
Date" shall be established in the Notice to Proceed to be issued by the Project Manager. Contractor
shall commence the Work within five (5) calendar days from the Commencement Date. No Work
shall be performed at the Project site prior to the Commencement Date. Any Work performed by
Contractor prior to the Commencement Date shall be at the sole risk of Contractor. The Work shall
be substantially completed within nine-hundred (900) calendar days from the Commencement Date.
The date of substantial completion of the Work (or designated portions thereof) is the date certified
by the owner that construction is sufficiently complete, in accordance with the Contract Documents,
so Owner can occupy or utilize the Work (or designated portions thereof) for the use for which it is
intended. Substantial completion is further defined as that date the roadway is open for traffic and all
pay items have been completed and accepted by the Owner except for thermoplastic striping, punch
list items, street lighting and traffic signalization burn-ins. The work shall reach final completion and
be ready for final acceptance by Owner within nine-hundred and thirty (930) calendar days from the
Commencement Date (herein "Contract Time"). This is a three-phase project with each phase have
substantial and final completion milestones:
Milestone
1
2
3
Substantial Com letion
180 Da s
400 Da s
900 Da s
Final Com letion
210 Da s
430 Da s
930 Da s
B. Liquidated Damages in General.
Owner and Contractor recognize that, since time is of the essence for this Agreement, Owner will
suffer financial loss if the Work is not substantially completed within the time specified above, as said
time may be adjusted as provided for herein. Should Contractor fail to substantially complete the
Work within the time period noted above, Owner shall be entitled to assess, as liquidated damages,
but not as a penalty (see table below) for each calendar day thereafter until substantial Bompletion is
TR-CA-2
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achieved, Further, in the event Substantial Completion is reached, but the Contractor fails to reach
Final Completion, ,Owner shall also be entitled to assess, as liquidated damages, but not as a
penalty, a sum certain per day, (see table below), for each day after the time set for Final
Completion, as set forth in paragraph four (4) above, until Final Completion is achieved. The Project
shall be deemed to be substantially completed on the date the Project Manager (or at his/her
direction, the Design Professional) issues a Certificate of Substantial Completion pursuant to the
terms hereof. Contractor hereby expressly waives and relinquishes any right which it may have to
Milestone Substantial ComDletion Final Comoletion
1 $1,567.67 $1,567.67
2 $2,348.31 $2,348.31
3 $4,708.02 $4,708.02
seek to characterize the above noted liquidated damages as a penalty, which the parties agree
represents a fair and reasonable estimate of the Owner's actual damages at the time of contracting if
Contractor fails to substantially complete or finally complete the Work in a timely manner.
C. Computation of Time Periods.
When any period of time is referenced by days herein, it shall be computed to exclude the first day
and include the last day of such period. If the last day of any such period falls on a Saturday or
Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be
omitted from the computation, and the last day shall become the next succeeding day which is not a
Saturday, Sunday or legal holiday,
D. Determination of Number of Days of Default.
For all contracts, regardless of whether the Contract Time is stipulated in calendar days or working
days, the County Will count default days in calendar days.
E. Conditions under which Liquidated Damages are Imposed.
If the Contractor or, in case of his default, the surety, fails to complete the work within the time
stipulated in the Contract for Substantial Completion, or within such extra time that the County may
have granted the Contractor, or in case of his default, the surety, shall pay to the County, not as a
penalty, but as liquidated damages, (see table below), per day for each day the Contractor fails to
reach Substantial Completion as required under the terms of the contract. Final Completion shall
occur when the contract is completed in its entirety, is accepted by the County as complete and is so
stated by the County as complete. If the Contractor reaches Substantial Completion but fails to
reach Final Completion, the Contractor, or in the case of his default, the surety, (see table below),
per day for each day the Contractor fails to reach Final Completion.
Milestone Substantial Comoletion Final Comoletion
1 $1,567,67 $1 ,567.67
2 $2,348,31 $2,348.31
3 $4,708.02 $4,708.02
F. Right of Collection.
The County has the right to apply, as payment on such liquidated damages due under the Contract
by allowing the Contractor to continue and to finish the work, or any part of it, after the expiration of
the Contract Time including granted time extensions.
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G. Allowing Contractor to Finish Work.
The County does not waive its right to liquidated .damages due under the Contract by allowing the
Contractor to continue and to finish the work, or any part of it, after the expiration of the Contract
Time including granted time extensions.
H. Completion of Work by County.
In the case of a default of the Contract by the Contractor and the completion of the work by the
County, the Contractor and his surety are liable for the liquidated damages under the Contract, but
the County will not charge liquidated damages for any delay in the Final Completion of the County's
performance of the work due to any unreasonable action or delay on the part of the County.
I. Release of Contractor's Responsibility.
The County considers the Contract complete when the Contractor has completed in its entirety all of
the work and the County has accepted all of the work and notified the Contractor in writing that the
work is complete. The County will then release the Contractor from further obligation except as set
forth in his bond and except as provided in the Contract.
J. Recovery of Damages Suffered by Third Parties.
When the Contractor fails to complete the work within the Contract Time or within such additional
time that the County may grant, the County may recover from the Contractor amounts that the
County pays for damages suffered by third parties unless the failure to timely complete the work was
caused by the County's act or omission.
Section 6. Exhibits Incorporated.
The following documents are expressly agreed to be incorporated by reference and made a part of
this Agreement.
Exhibit A: Performance and Payment Bond Forms
Exhibit B: Insurance Requirements
Exhibit C: Release and Affidavit Form
Exhibit D: Contractor Application for Payment Form
Exhibit E: Change Order Form
ExhibitE1: Work Directive Change
Exhibit F: Certificate of Substantial Completion Form
Exhibit G: Final Payment Checklist
Exhibit G1: Certificate of Final Completion
Exhibit G2: Warranty
Exhibit H: General Terms and Conditions
Exhibit I: Supplemental Terms and Conditions
Exhibit J: Technical Specifications
Exhibit K: Permits
Exhibit L: Plans and Specifications prepared by Holes Montes, Inc.
and identified as follows: Immokalee Road Six Lane Construction- U.S. 41 to 1-75
as shown on Plan Sheets Pages 1-593.
(Roadway Plans - 299 Pages; Signing & Pavement Marking Plans - 55 Pages;
Signalization Plans - 34 Pages; Lighting Plans - 47 Pages; County Utility Plans -
113 Pages; Structure Plans - 45 Pages.)
~.
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Section 7. Notices
A. All notices required or made pursuant to this Agreement by the Contractor to the Owner shall
be deemed duly served if delivered by U.S. Mail, E-mail or Facsimile, addressed to the following:
Dale A. Bathon, P .E.,
Principal Project Manager
Transportation Engineering & Construction Management (TECM) Department
- -- -- .... -."
2685 South Horseshoe Drive
Naples, FL. 34112
(239) 774-8192
(239) 213-5885 Fax
dalebathon@colliergov.net
B. All notices required or made pursuant to this Agreement by Owner to Contractor shall be
deemed duly served if delivered by U.S. Mail, E-mail or Facsimile, addressed to the following:
Mr. Curt Johnson, Vice President
John Carlo, Inc.
16520 South Tamiami Trail #18-313
Fort Myers, Florida 33908
(239) 481-1643
(239) 482-7327 Fax
C, Either party may change its above noted address by giving written notice to the other party in
accordance with the requirements of this Section.
Section 8. Modification.
No modification or change to the Agreement shall be valid or binding upon the parties unless in
writing and executed by the party or parties intended to be bound by it.
Section 9. Successors and Assigns.
- Subject to other provisions hereof, the Agreement shall be binding upon and shall inure to the benefit
of the successors and assigns of the parties to the Agreement.
Section 10. Governing Law.
The Agreement shall be interpreted under and its performance governed by the laws of the State of
Florida.
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Section 11. No Waiver.
The failure of the Owner to enforce at any time or for any period of time anyone or more of the
provisions of the Agreement shall not be construed to be and shall not be a waiver of any such
provision or provisions or of its right thereafter to enforce each and every such provision.
Section 12. Entire Agreement.
Each of the parties hereto agrees and represents that the Agreement comprises the full and entire
agreement between the parties affecting the Work contemplated, and no other agreement or
understanding of any nature concerning the same has been entered into or will be recognized, and
that all negotiations, acts, work performed, or payments made prior to the execution hereof shall be
deemed merged in, integrated and superseded by the Agreement.
Section 13. Severability.
Should any provIsion of the Agreement be determined by a court to be unenforceable, such a
determination shall not affect the validity or enforceability of any other section or part thereof.
Section 14. Change Order Authorization.
The Project Manager shall have the authority on behalf of the Owner to execute all change orders to
the Agreement to the extent provided for under the County's Purchasing Policy and accompanying
administrative procedures.
Section 15. Construction.
Any doubtful or ambiguous language contained in this Agreement shall not be construed against the
party who physically prepared this Agreement. The rule sometimes referred to as "fortius contra
proferentum" (pursuant to which ambiguities in a contractual term which appears on its face to have
been inserted for the benefit of one of the parties shall be construed against the benefited party) shall
not be applied to the construction of this Agreement.
Section 16. Order of Precedence
In the event of any conflict between or among the terms of any of the Contract Documents, the terms
of the Construction Agreement and the General Terms and Conditions shall take precedence over
the terms of all other Contract Documents. To the extent any conflict in the terms of the Contract
Documents cannot be resolved by application of the Construction Agreement and the General Terms
and Conditions, the conflict shall be resolved by imposing the more strict obligation under the
Contract Documents upon the Contractor.
TR-CA-6
lOC
IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s) indicated
~ below.
TWO WITNESSES:
.~~sf ~1~N~Sn.h
Margaret A. Vitale
T~ e/Print Name
6. ad~ I:l~
SECOND WITNESS
~.er1 5. EtJ[Jth:;'t!2/JU
Type/Print Name
Date: 3/aJ.li&B.'~I",
(: ". ~ ..' { . to.. 'l! {;-:; I J
~ r ..' '. ~~~:-,'\..'-;""""'" ": ;', . \ (I~~" r I,
ATTEST.. ., . ." .,~~ J '.'~
.' -:}:: \.:~':~~.I: I :<', ),~:::: ::}
Dwight~~.:, Br~" .Sfe.r~~) ..: ::? .
~-.. l. tr" i. ',\" ''/' ~ : '"
- I'. >' . "
BY' . ,j.'..
. . .. .. ' ..:>
Att't'S't ,a~u - .,'t)la1ntilf s
S1pltwr. ORl}.
Approved As To Form
and Le al iency:
~
CONTRACTOR:
John Carlo, Inc.
~<..~ ~
Jeanie F. Catenacci, Vice President
Type/Print Name and title
Affix the "(Corporate Seal}" OR
type/print "(Corporate Seal)"
OWNER:
BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY FLORIDA
BY: ~~~e,~
TR-CA-7
ltem# JOt-
Agenda 3 -/3 -OS
Date -
Date 3 -3 I-OS
Rec'd
lOC
.EXHIBIT A
PUBLIC PAYMENT BOND
IMMOKALEE ROAD SIX LANE CONSTRUCTION - U.S. 41 - 175
Bond No.
Contract No.
6324197
KNOW ALL MEN BY THESE PRESENTS: That John Carlo, Inc.
, as Principal, and
Safeco Insurance Company of Amenca . as Surety, located
at 2800 W. Higgins Road, Suite 1100, Hoffman Estates, IL 60195 (Business Address)
are held and firmly bound to Board of County Commissioners of Collier County as Oblige in the sum of
Twenty Six Million Nine Hundred Forty Seven Thousand Thirty Nine and 43/100 ($ 26,947,039.43 ) for the payment
whereof we bind ourselves, our heirs, executors, personal representatives, successors and assigns,
jointly and severally.
WHEREAS, Principal has entered into a contract dated as of the 21 s t day of March
2005, with Oblige for 05-3788 Immokalee Road Six Lane Construction in Collier County
accordance with drawings and specifications, which contract is incorporated by reference and made
a part hereof, and is referred to as the Contract.
THE CONDITION OF THIS BOND Is that if Principal:
Promptly makes payment to all claimants as defined in Section 255.05(1), Florida Statutes,
supplying Principal with labor, materials or supplies, used directly or indirectly by Principal in the
prosecution of the work provided for in the Contract, then this bond is void; otherwise it remains in full
force.
Any changes in or under the Contract and compliance or noncompliance with any formalities
connected with the Contract or the changes do not affect Sureties obligation under this Bond.
The provisions of this bond are subject to the time limitations of Section 255.05(2). In no ~'yent
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 21 s t day of
March 2005,.the name of each party being affixed and these presents duly signed by its
under-signed representative, pursuant to authority of its governing body.
TR-CA-A-1
IOC
.
Signed, sealed and delivered
in the presence of:
c;/lu~ ~J ( .-1:t, Ju.(, ,
J )~~nlO-ill~Lo~Xoonb
wifnes as to Principal
PRINCIPAL
JOHN CARLO, INC.
~<~~
NAME: ean' e F. Catenacci .
ITS: Vice President
STATE OF Michigan
COUNTY OF Macomb
The foregoing instrument was acknowledged before me this 21st day of March 2005,
by ,leanie F. Catenacci , as Vice President of
John Carlo, Inc. ,a Michigan corporation. on behalf of the corporation.
He/she is personally known to me OR Ra&-pF9Ef~eee as identification and did (did
not) take an oath. ~
My Commission Expires: ,- LA'L--- $' .~Cl/d/4{~
(Sig at re of Notary)
NAME: IQzpl R BOUDREAU
(Legibly Pri~v PUBUC ST. Cl..AIR 00.. Ml
~K1 COMMISSION EXPIRES ~jm':7. 20lfJ
(AFFIX OFFICIAL SEAL) Notary Public, State of Michigan
Commission No.: N/A
ATTEST: SURETY:
SAFECO INSURANCE COMPANY OF AMERICA
(Printed Name)
(Business Address
(Authorized Signature)
(Printed Name)
Witnesses to Surety
TR-CA-A-2
I 0 C ·
~p~
tkftit ~.
Witn~es
1./
OR
As Attorney In Fa
(Attach Power of 'A orney)
f
C. A. Johnson, Attorney-in-fact
(Printed Name)
2800 W. Higgins Road
Suite 1100
Hoffman Estates, Il60195
(Business Address)
(847) 490-2260
(Telephone Number)
STATE OF MICHIGAN
COUNTY OF OAKLAND
The foregoing instrument was acknowledged before me this ~ day of March ,
2005, by C. A. Johnson , as Attorney-in-fact of
Safeco Insurance Company of America Surety, on behalf of Surety. He/She Is personally
known to me OR has produced personally known as identifi tio
and who did (did not) take an oath.
My Commission Expires:
iV1ARGARET M KOHLOFF ( ign UTe
Nflf/)'"\i Public, Oakland County, ~ ' ,..,
~~.. I '. . me: t'6'\ I+U- f\.<l-E..\
>.y \clHnmission Expires 09/26/2" (Legibly Printed)
~~. l2.oALoFP
(AFFIX OFFICIAL SEAL)
Notary Public, State of:
Commission No.:
Michigan
N/A
TR-CA-A-3
10C ·
EXHIBIT A
. PUBLIC PERFORMANCE BOND
IMMOKALEE ROAD SIX LANE CONSTRUCTION - U.S. 41 - 175
Bond No.
Contract No.
KNOW ALL MEN BY THESE PRESENTS: That John Carlo, Inc.
, as Principal, and Safeco Insurance Company of America
, as Surety, located at 2800 W. Higgins Road, Suite 1100,
Hoffman Estates, IL 60195 (Business Address) are held and firmly
bound to Board of Coun Commissioners of Collier County, FL as Oblige in the sum of
Twenty Six Million Nine Hundred Forty Seven ousan lr 43/100 -----------
($ 26,947,049.43 ) for the payment whereof we bond ourselves, our heirs, executors, personal
representatives, successors and assigns, jointly and severally.
6324197
WHEREAS, Principal has entered Into a contract dated as of the 21 st day of March
2005, with Oblige for nS-~7RR Immokalee Road Six Lane Construction
in accordance with drawings and
specifications, which contract is Incorporated by reference and made a part hereof, and is referred to
as the Contract.
THE CONDITION OF THIS BOND is that if Principal:
1. Performs the Contract at the times and In the manner prescribed in the Contract; and
2. Pays Oblige any and all losses, damages, costs and attorneys' fees that Oblige sustains because
of any default by Principal under the Contract, including, but not limited to, all delay damages,
whether liquidated or actual, incurred by Oblige; and
3. Performs the guarantee of all worK and materials fumished under the Contract for the time
specified in the Contract, then this bond is void; otherwise it remains in full force. Any changes 1n 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.
TR-CA-A-4
1:0C ·
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,
shan not apply to this bond.
In no event will the Surety be liable in the aggregate to Oblige for more than the penal sum of this
Performance Bond regardless of the number of suits that may be filed by Oblige.
IN WITNESS WHEREOF, the above parties have executed this instrument this 21st day of
March ,2005, the name of each party being affixed and these presents duly signed by its
undersigned representative, pursuant to authority of its governing body.
Signed, sealed and delivered
in the presence of:
PRINCIPAL
JOHN CARLO, INC.
ckn.\o ~;~t1-R~
NAME: Jeanie F. Catenacci
ITS: Vice President
STATE OF Michigan
COUNTY OF Macomb
The foregoing instrument was acknowledged before me this 21st day of March ,2005,
by Jeanie F. Catenacci , as Vice President of
John Carlo, Inc. I a Michigan corporation, on behalf of
the corporation. He/she is personally known to me OR ~~--i>f'eg\:leee-
as identification and did (did not) take
an oath.
(AFFIX OFFICIAL SEAL)
~ie4 6. b/ceitftl.t0
(Sig ture)
KAREN 8. BOUDREAU .
Name: rlOtARY P1mL1C ST. CI.AlR 00; ~l,
(Legibly Printed) MY CQMMI'BSIOt<J EXPIRES t<\oV 1" i!V)..
Notary Public, State of: Michigan
Commission No.: N/ A
My Commission Expires:
TR-CA-A-5
lOC
.
ATTEST:
SURETY:
SAFECO INSURANCE COMPANY OF AMERICA
(Printed Name)
(Business Address)
(Authorized Signature)
(Printed Name)
Witnesses as to Surety
_A~/lJ /YJAh5I----
~rtU/v-
~.
OR
As Attorney in Fact
(Attach Power of Atto e
C. A. Johnson, Atto fl y-in-fact
(Printed Name)
STATE OF MICHIGAN
COUNTY OF OAKLAND
2800 W. Higgins Road
Suite 1100
Hoffman Estates, IL 60195
(Business Address)
(847) 490-2260
(Telephone Number)
The foregoing instrument was acknowledged before me this ~tiay of March ,2005, by
C. A. Johnson I as Attorney-in-fact of
Safeco Insurance Company of America Surety, on beh of Surety. He/She is personally known to m
~:o~:, produced personall known a. ~n~ 0 di: did rrtak
My Commission Expires: MAR~A~I""I" M KO FF
UMJ: I HlO (SI9)
NotaJy Public, Oakland Countv., MJ ..,.
My CommisslOld ,>::lres Ml'>>li)o6jame: f'l\ f\ e..c.-I\ 'C. t. T ~ .
i -r~4 (Legibly Printed)
(AFFIX OFFICIAL SEAL)
Notary Public. State of:
Commission No.:
Michigan
N/A
TR-CA-A-6
1 DC ·
IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING
THE TERRORISM RISK INSURANCE ACT OF 2002
As a surety bond customer of one of the SAFECO insurance companies (SAFECO Insurance Company of
America, General Insurance Company of America, First National Insurance Company, American States Insur-
ance Company or American Economy Insurance Company), it is our duty to notify you t...at the Terrorism RisK
Insurance Act of 2002 extends to "surety insurance", This means that under certain circumstances we may be
eligible for reimbursement of certain surety bond losses by the United States government under a formula
established by this Act.
Under this formula, the United States government pays 90% of losses caused by certified acts of terrorism that
exceed a statutorily estab"shed deductibfe to be paid by the insurance company providing the bond. The Act
also establishes a $100 billion cap for the total of all losses to be paid by all insurers for certified acts of
terrorism. Losses on some or all of your bonds may be subject to this cap.
"This notice does not modify any of the existing terms and conditions of this bond, the underlying agreement
guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law.
At this time there is 110 premium change resu~ting from this Act.
s.6248 2.103
lOC
.
~ SAF ECO.
POWER
OF ATTORNEY
SAFE CO INSURANCE COMPANY OF AMeRICA
GeNERAL INSURANCE COMPANY a" M'lERICA
HOME OFFICE: SAFECO PLAZA
SEATTLE, WASHINGTON 98185
No. 12638
KNOW ALL BY nESE PRESENT'S:
That SAFECO INSURANCE COMPANY OF AMERICA and GErERAL INSURANCE COMPANY OF AMERICA, eElch a WElshingtOfrCorporation, OOes each
hereby appoint
"-"--*--r. 11.. GUY; PAUL M. HURLEY; C. A. JOHNSON; LINDA L. AUSTIN; MARGARET M. KOm.OFF; ANNE M BARICK; ROBERT D. HEUER;
MICHELLE K BUECHEL; Troy, Michigllll-*-.....- ........-..............**....-..... I ......--........ I ..- .................*-
its true and lawful attaney(s)-ln-fact, with full authority to execute on its behalf fidelity and surety bonds or undertei<ings and ether documents of a similar
cheracter issued in the coorse of Its business, end to bind the respective compeny thereby.
IN Wl'TNESS WI-EREOF, SAFECO INSURANCE COMPANY OF AMERICA end GelERAL INSURANCE COMPANY OF AMa:llCA have each executed and
attested these presents
th Is 11th
r!J:# of November , 2004
~k /v1~\ck-..
MIKE MCGA VlCK. PRESIDENT
CIflISTlNE MEAD, SECRETARY
CERl1F1CAlE
Extract from the ~-Laws of SAFECO INSURANCE COMPANY OF AMERICA
a1d of GENERAL INSURANCE COMPANY OF AMERICA:
"Article V, Section 13. _ FIDBJTY AND SUREfY BONDS... the President, eny Vice President, the Secretary, and MY Assistant Vice President appointed for that
pJrpose 'rJ.f the oIflcer In charge ct surety operEtlons, shal each heve authority to appdnt indlvi<ilals as attorneys-in-fact or under other appropriate titles with
ElJthority to execute on behaf of the company fidelity end sure~ bonds and other documents ct slmilel' cheracter Issued 'at the company In the course of Its
b.Jslness.. On eny Instrument making or evldenong such appointment, the slgJetures may be a'flxed t;)y facsmil9. On any Instrument conferring such authority
(( on es:1y bond or undertaking d the company, the seal, or a facsimile thereof, may be Impressed or affixed or in any other manner reprocl,;ced; provided,
however, that the seal shall not be necessary to the validty cJ eny such instrument or undertaking."
Extract from a Resolution of the Boord Of Directors of SAFECO INSlItANCE COMPANY OF AMERICA
end of GEN~L INS~NCE COMPANY OF AMERICA adopted July 26, 1970.
''On any certiflcete executed by the Secretary or en assistes:1t secretary of the Company setting OJt,
(I) The provisions of Article V, Section 13 of the By-LetHS. and
(ii) A copy d the power-of-lttomey appointment, executed pursuant thereto, and
(Iii) Certil'ying that said pcwer-of.ettcmey eppolntment is In full force end effect,
the signature of the certifying officer may be by facsimile, end the seal ct the Company may be a facsimile thereof."
I, O1ristine Mead, Secretary ct SAFECO lNSlRANCE COMPANY OF AMERICA end ct GEf'ERAL INSURANCE COMPANY OF AMERICA, do hereb>' certify
thet the foregoing extracts of the By-Laws a1d of a Resolution of the Board of Dreaors of these corporations, and ct a Power ct Attomey Issued pt.;rsuant thereto.
ere true and correct, and that both the ~-LllWS, the Resolution and the Pooer of Attorney are still In full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hend and affixed the facsimile seal ct seid corporation
this
March
2005
21st
r!J:# of
CHRISTINE MEAD, seCRETARY
8-0974fSAEF 211J1
W A registereCl tr3C1emiJ'll r;t SAFECO Capcnuon
11/1112004 PDF
This certificate is executed b Libertv Mutuallnsurance Grou as re ects such insurance as is afforded b those co
Certificate oflnsurance
This certificate is issued as a matter of information only and coufers no rights upon you the certificate holder. This certificate is not an insurance policy and does not amend, extend, or alter the coverage
afforded b the olicies listed below.
1 0 C BMO%8
.
This is to certify that (Name and address oflnsured)
JOHN CARLO, INCORPORATED
14165 N Main
Jacksonville, FL 32218
~ libert):
.~ MUtrniltM
is, at the issue date of this certificate, insured by the Company under the policy(ies) listed below. The insurance afforded by the listed policy(ies) is subject to all their terms, exclusions and conditions and
is not altered bv anv reouirement, term or condition of anv contract or other docwnent with resoect to which this certificate mav be issued.
EXDiration Type Exuiration Date(s) Policy Number(s) Limits of Liabilitv
Continuous* 04/0112005 WA2-l4D-434968-0l4 Coverage afforded under WC law of Employers Liability
I--- the following states:
,-- Extended Bodily Injury By Accident
X Policy Term FL,Ml $500,000 Each Accident
Bodily Injury By Disease
$500,000 Policy Limit
Workers Compensation Bodily Injury By Disease
$500,000 Each Person
04/01/2005 TB2-l4l-434968-024 General Aggregate-Other than Prod/Completed Operations
General Liability $2,000,000
Products/Completed Operations Aggregate
~ Claims Made $2,000,000
X Occurrence Bodily Injury and Property Damage Liability Per
$1,000,000 Occurrence
I Retro Date I Personal and Advertising Injury Per Person /
$1,000,000 Orl!anization
Other Liability I Other Liability
04/01/2005 AS2-l4l-434968-034 Each Accident - Single Limit - B. I. and P. D. Combined
Automobile Liability $1,000,000
Each Person
~ Owned
~ Non-Owned Each Accident or Occurrence
X Hired
Each Accident or Occurrence
C Additional Insured with respects to General Liability policy form #LG 10 17: Collier County Transportation & Construction Management Dept. Insurance is primary and non-
0 contributory per our policy language. Per project aggregate and coverage shall be included for explosion, collapse or underground property damage claims (Commercial General
M Liability). Workers' Compensation policy includes Waiver of Subrogation in favor of Collier County Transportation & Construction Management Dept. Job
M #4005
E
N
T
S
-If the certificate expiration date is continuous or extended term, you will be notified if covernge is terminated OT reduced before the certificate expiration date. However, you will not be notified annually of
the continuation of coverage.
Special Notice _ Ohio: Any person who, with intent to defrand or knowing that he / she is facilitating a fraud against an insurer, submits an application or files a claim containing a false or
deceptive statement is guilty of insurance frand.
Important information to Florida policyholders and certificate holders: in the event you have any questions or need information about this certificate for any reason, please contact your local sales producer,
whose name and telephone number appears in the lower left corner of this certificate. The appropriate local sales office mailing address may also be obtained by calling this number.
Notice of cancellation: (not applicable unless a nwnber of days is entered below). Before the stated expiration date the company will not cancel or reduce the insurance afforded under the above
policies until at least 30 days notice of sucb cancellation has been mailed to:
Office: FARMINGTON HILLS, MI Phone: 248-489-2800 - -:rr)-<-ch-.e--L.L- ~ c:O~-Le_")
Certificate Holder: MICHELE OPIE
COLLIER COUNTY TRANSPORTATION Authorized Renresentative
& CONSTRUCTION MANAGEMENT DEPT
2685 SOUTH HORSESHOE DR
NAPLES, FL 34112
Date Issued: 03/21/2005 Prepared By: DZ
Client#: 4546
4434968
.
ACORD",
CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DDlYYYY)
03121/05
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
PRODUCER
Helmsman Insurance Agency LLC
630 Morrision Rd
Suite 300
Columbus, OH 43230
INSURED
INSURERS AFFORDING COVERAGE
INSURER A: Ins. Co. of the State of PA
NAIC#
John Carlo, Inc.
14165 N Main Street
Jacksonville, FL 32218
INSURER B:
INSURER C:
INSURER D:
INSURER E:
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR DD'L POLICY NUMBER PJ>.N~~:~i~8~\E P~~fJ I~~/~~N LIMITS
LTR NSR TYPE OF INSURANCE
~ERAL LIABILITY EACH OCCURRENCE $
COMMERCIAL GENERAL LIABILITY ~~~{;~EbJO RENTED $
1 CLAIMS MADE D OCCUR MED EXP (Anyone person) $
PERSONAL & ADV INJURY $
GENERAL AGGREGATE $
n'L AGGREGATE LIMIT APPlS PER: PRODUCTS. COMP/OP AGG $
.nPRO.
POLICY JECT LOC
~OMOBILE LIABILITY COMBINED SINGLE LIMIT $
ANY AUTO (Ea accident)
-
- ALL OWNED AUTOS BODILY INJURY
(Per person) $
- SCHEDULED AUTOS
- HIRED AUTOS BODILY INJURY
$
NON-OWNED AUTOS (Per accident)
-
~ .. m PROPERTY DAMAGE
(Per accident) $
~AGE LIABILITY AUTO ONLY. EA ACCIDENT $
ANY AUTO OTHER THAN EA ACC $
AUTO ONLY: AGG $
A ::ijESS/UMBRELLA LIABILITY 46046094 04/01/04 04/01/05 EACH OCCURRENCE $10000000
X OCCUR D CLAIMS MADE AGGREGATE $10 000 000
$
H DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSATION AND I WC STATU- IOJ);!-
EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $
OFFICER/MEMBER EXCLUDED? EL DISEASE. EA EMPLOYEE $
If yes, describe under EL DISEASE - POLICY LIMIT $
SPECIAL PROVISIONS below
OTHER
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
Additional Insured: Collier County Transportation & Construction
Management Dept. Job #4005
CERTIFICATE HOLDER
CANC ELLA TION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
COLLIER COUNTY TRANSPORTATION & DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ---3Q... DAYS WRITTEN
CONSTRUCTION MANAGEMENT DEPT NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
2685 SOUTH HORSESHOE DR IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
NAPLES, FL 34112 REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
~\.fv\.~
ACORD 25 (2001/08) 1 of 2
#S78697/M45996
1LMM
@ 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.
ACORD 25-5 (2001/08) 2 of 2
#S78697/M45996
10C ·
EXHIBIT B
INSURANCE REQUIREMENTS
(1) The amounts and types of insurance coverage shall conform to the following minimum
requirements with the use of Insurance Services Office (ISO) forms and endorsements or their
equivalents.
(2) The insurance required by this Agreement shall be written for not less than the limits specified
herein or required by law, whichever is greater.
(3) Coverage's shall be maintained without interruption from the date of commencement of the
work until the date of completion and acceptance of the Project by the Owner or as specified in this
Agreement, whichever is longer.
(4) Certificates of insurance (3 copies) acceptable to the Owner shall be filed with the Owner within
ten (10) calendar days after Notice of Award is received by Contractor/Consultant/Professional.
(5) The Contractor and/or its insurance carrier shall provide thirty (30) days written notice to the
Owner of policy cancellation or non-renewal on the part of the insurance carrier or the Contractor.
(6) All insurance coverage's of the Contractor/Consultant/Professional shall be primary to any
insurance or self insurance program carried by the Owner applicable to this Project.
(7) The acceptance by Owner of any Certificate of Insurance does not constitute approval or
agreement by the Owner that the insurance requirements have been satisfied or that the insurance
policy shown on the Certificate of Insurance is in compliance with the requirements of this
Agreement.
(8) Contractor/Consultant/Professional shall require each of its subcontractors to procure and
maintain, until the completion of the subcontractors work, insurance of the types and to the limits
specified in this Section unless such insurance requirements for the subcontractor are expressly
waived in writing by the Owner.
(9) Should at any time the Contractor/Consultant/Professional not maintain the insurance coverage's
required herein, the Owner may terminate the Agreement or at its sole discretion shall be authorized
to purchase such coverage's and charge the Contractor for such coverage's purchased. The Owner
shall be under no obligation to purchase such insurance, nor shall it be responsible for the
coverage's purchased or the insurance company or companies used. The decision of the Owner to
purchase such insurance coverage's shall in no way be construed to be a waiver of any of its rights
under the Contract Documents.
TR-CA-B-1
1 DC ·
(10) If the initial, or any subsequently issued Certificate of Insurance expires prior to the completion
of the Work or termination of the Agreement, the Contractor/Consultant/Professional shall furnish to
the County, renewal or replacement Certificate(s) of Insurance not later than ten (10) calendar days
after to the date of their expiration. Failure of the Contractor to provide the County with such renewal
certificate(s) shall be considered justification for the County to terminate the Agreement.
WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY
Required by this Agreement? --2L- Yes _ No
(1) Workers' Compensation and Employers' Liability Insurance shall be maintained by the
Contractor/Consultant/ Professional during the term of this Agreement for all employees engaged in
the work under this Agreement in accordance with the laws of the State of Florida. The amounts of
such insurance shall not be less than:
a. Worker's Compensation - Florida Statutory Requirements
b. Employers' Liability
$100,000 Each Accident
$500,000 Disease Aggregate
$100,000 Disease Each Employee
--2L- $1,000,000 Each Accident
$1,000,000 Disease Aggregate
$1,000,000 Disease Each Employee
(2) The insurance company shall waive its Rights of Subrogation against the Owner and the policy
shall be so endorsed.
(3) United States Longshoreman's and Harborworker's Act coverage shall be maintained where
applicable to the completion of the work. (check one)
o Applicable IZI Not Applicable
(4) Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the
work. (check one)
o Applicable IZI Not Applicable
TR-CA-B-2
1 DC ·
=
COMMERCIAL GENERAL LIABILITY
Required by this Agreement? L Yes No
(1) Commercial General Liability Insurance shall be maintained by the Contractor I Consultant I
Professional. Coverage will include, but not be limited to, Bodily Injury, Property Damage, Personal
Injury, Contractual Liability for this Agreement, Independent Contractors, Broad Form Property
Damage including Completed Operations and Products and Completed Operations Coverage. Limits
of Liability shall not be less than the following:
General Aggregate $ 300,000
Products/Completed Operations Aggregate $ 300 J 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
Personal and Advertising Injury $1,000,000
Each Occurrence $1,000,000
Fire Damage $ 50,000
(2) The General Aggregate Limit shall apply separately to this Project and the policy shall be
endorsed using the following endorsement wording. ''This endorsement modifies insurance provided
under the following: Commercial General Liability Coverage Part. The General Aggregate Limit
under LIMITS OF INSURANCE applies separately to each of your projects away from premises
owned by or rented to you."
(3) If the General Liability insurance required herein is issued or renewed on a "claims made" basis,
as opposed to the "occurrence" form, the retroactive date for coverage shall be no later than the
commencement date of the Project and shall provide that in the event of cancellation or non-renewal
the Extended Reporting Period (Discovery Period) for claims shall be no less than three (3) years.
(4) The Owner shall be named as an Additional Insured and the policy shall be endorsed that such
coverage shall be primary to any similar coverage carried by the Owner.
TR-CA-B-3
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.
(5) Coverage shall be included for explosion, collapse or underground property damage claims.
(6) Watercraft Liability coverage shall be carried at the limits shown above if applicable to the
completion of the work under this Agreement. (check one)
D Applicable [8J Not Applicable
(7) Aircraft Liability coverage shall be carried at limits of $1,000,000 each occurrence if applicable to
the completion of the work under this Agreement. (check one)
D Applicable [8J Not Applicable
PROPERTY INSURANCE - BUILDERS RISK
(1) The Owner shall purchase and maintain in a company or companies lawfully authorized to do
business in the State of Florida and in Collier County, property insurance in the amount of the initial
Contract Sum as well as subsequent modifications thereto for the entire Work at the site on a
replacement cost basis without voluntary deductibles. Such property insurance shall be maintained,
unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons
and entities who are beneficiaries of such insurance, until final payment has been made or until no
person or entity other than the Owner has an insurable interest in the property required to be
covered, whichever is earlier. This insurance shall include interests of the Owner, the Contractor,
Subcontractors, Sub-subcontractors and Material Suppliers in the Work.
(2) Property insurance shall be on an all-risk policy form and, at the Owner's option, shall cover
reasonable compensation for Professional's services and expenses required as a result of such
insured loss. At the Owner's option, flood insurance will also be purchased.
(3) The property insurance provided by the Owner requires minimum deductibles and the Contractor
shall pay costs not covered by the deductibles. The responsibility of the Contractor for any
deductible associated with the all-risk policy described above shall be limited to a maximum of
$1,000 for each occurrence unless higher deductibles are identified in Exhibit C of the Contract
Documents. The responsibility of the Contractor for any deductible associated with the flood
insurance identified herein, if purchased by the Owner, shall be limited to a maximum of $1,000 for
each occurrence unless higher deductibles are identified in Exhibit C of the Contract Documents.
(4) This property insurance shall cover portions of the Work stored off the site after written approval
of the Owner at the value established in the approval, and also portions of the Work in transit.
(5) Boiler and Machinery Insurance. The Owner shall have the option of purchasing and maintaining
boiler and machinery insurance required by the Contract Documents or by law, which shall
specifically cover such insured objects during installation and until final acceptance by the Owner. If
purchased this insurance shall include interests of the Owner, Contractor, Subcontractors and Sub-
contractors in the Work.
TR-CA-B-4
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.
(6). Waiv.ers of Subrogation. The Owner and Contractor waive all rights against (1) each other and
any of their subcontractors, sub-subcontractors, agents and employees, each of the other, and (2)
the Professional, Professional's consultants, for damages caused by fire or other perils to the extent
covered by property insurance obtained pursuant to this exhibit or other property insurance
applicable to the Work, except such rights as they have to proceeds of such insurance held by the
Owner as fiduciary. The policies shall provide waivers of subrogation by endorsement or otherwise.
(7) A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and
made payable to the Owner as fiduciary for the insured, as their interests may appear.
AUTOMOBILE LIABILITY INSURANCE
Required by this Agreement? --X- Yes _ No
(1) Automobile Liability Insurance shall be maintained by the Contractor/Consultant/Professional for
the ownership, maintenance or use of any owned, non-owned or hired vehicle with limits of not less
than:
Bodily Injury & Property Damage - $ 500,000
--X- Bodily Injury & Property Damage - $1,000,000
UMBRELLA LIABILITY
(1) Umbrella Liability may be maintained as part of the liability insurance of the
Contractor/Consultant/ Professional and, if so, such may shall be in addition to and in excess of any
Employers' Liability, Commercial General Liability, Automobile Liability and Professional Liability
coverage's and shall include all coverage's on a "following form" basis.
(2) The policy shall contain wording to the effect that, in the event of the exhaustion of any
underlying coverage due to the payment of claims, the Umbrella policy will "drop down" to apply as
primary insurance.
(3) The General Aggregate limit, if applicable, shall apply separately to this project and the policy
shall be so endorsed.
TR-CA-B-5
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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, aU 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 2005 for the period from
to
(2) Contractor certifies for itself and its subcontractors, material-men, successors and assigns, that all charges for labor,
materials, supplies, lands, licenses and other expenses for which Owner might be sued or for which a lien or a demand
against any payment bond might be filed, have been fully satisfied and paid.
(3) Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits, actions, claims of liens or
other charges filed or asserted against the Owner arising out of the performance by Contractor of the Work covered by this
Release and Affidavit.
(4) This Release and Affidavit is given in connection with Contractor's [monthly/final] Application for Payment No._"
CONTRACTOR
BY:
ITS:
DATE:
President
Witnesses
[Corporate Seal)
STATE OF
COUNTY OF
The foregoing instrument was acknowledged before me this _ day of
,as of
corporation, on behalf of the corporation. He/she is personally known to me or has produced
as identification and did (did not) take an oath.
, 2005, by
,a
My Commission Expires:
(Signature of Notary)
NAME:
(Legibly Printed)
(AFFIX OFFICIAL SEAL)
Notary Public, State of
Commissioner No.:
TR-CA-C-1
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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:
(Contractor's Representative)
(Contractor's Name)
(Contractor's Address)
RE:
Bid No.
Project No.
Application Date
Payment Application No.
for Work accomplished through the Date:
(Project Name)
Original Contract Time:
Revised Contract Time:
Retainage @ 10% thru[insert date] $
Retainage @ _ % after [insert date] $
Percent Work completed to Date:
Percent Contract Time completed to Date
Liquidated Damages to be Accrued $
%
%
Original Contract Amount: $
Total Change Orders to Date $
Revised Contract Amou nt $
Total value of Work Completed
and stored to Date $
Less previous payment (s) $
AMOUNT DUE THIS
APPLICATION: $
ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION
CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments
received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in
full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment
numbered 1 through _ inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed
in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims,
security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have been
paid for work which previous payments were issued and received from the OWNER and that current payment is now due;
(4) and CONTRACTOR agrees that all overruns as shown on the monthly estimate summary shall, in fact, be added to the
revised contract and shall be incorporated into a future Change Order:
By CONTRACTOR: (Contractor's Name)
(Signature ) DATE:
(Type Name & Title)
(shall be signed by a duly authorized representative of CONTRACTOR)
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended:
(DP's Name)
(Signature) DATE:
(Type Name & Title)
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is approved:
By Design Professional :
By OWNER'S Project Manager:
TR-CA-D-1
(Signature) DATE:
(Type Name and Title)
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1 DC ·
EXHIBIT E
CHANGE ORDER
CHANGE ORDER NO.:
TO:
CONTRACT NO.:
DATE:
PROJECT NAME:
PROJECT NO.:
Under our AGREEMENT dated
,2005.
You hereby are authorized and directed to make the following change(s) in accordance with terms and
conditions of the Agreement:
For the (Additive) (Deductive) Sum of: $
Original Agreement Amount $
Sum of Previous Changes $
This Change Order (Add) (Deduct) $
Present Agreement Amount $
The time for completion shall be (increased/decreased) by calendar days due to this Change
Order. Accordingly, the Contract Time is now ) calendar days. The substantial
completion date is and the final completion date is . Your acceptance of this
Change Order shall constitute a modification to our Agreement and will be performed subject to all the same
terms and conditions as contained in our Agreement indicated above, as fully as if the same were repeated in
this acceptance. The adjustment, if any, to the Agreement shall constitute a full and final settlement of any
and all claims of the Contractor arising out of or related to the change set forth herein, including claims for
impact and delay costs.
By: By:
CEI
By: By:
CONTRACTOR
By: By:
PROJECT MANAGER
PUED
T.E.C.M. DIRECTOR
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
TR-CA-E-1
1 DC ·
Exhibit E-1
Transportation Engineering & Construction Management Deparbnent
WORK DIRECTIVE CHANGE
PROJECT NAME: Immokalee Road Six Lane Construction - U.S. 41 - 175
CHANGE #
DATE OF ISSUANCE:
EFFECTIVE DATE:
OWNER: Collier County Board of Commissioners .................................................
.......................................... .................................... .................................................. PROJECT#:
CONTRACTOR:
ENGINEER:
You are directed to proceed promptly with the following change(s):
Description:
Purpose of Work Directive Change:
Attachments:
If a claim is made that the above change( s) have affected Contract Price or Contract Times any claim for a
Change Order based thereon wiIl involve one or more of the following methods of determining the effect of the
changes(s).
Method of determining change in Contract Price:
D Unit Prices
D Lump Sum
D Other
Method of determining change in Contract Times:
D Contractor's records
D Engineer's record
D Other
Estimated increase (decrease) in Contract Price
$
Estimated change in Contract Time:
Increase or decrease by calendar days.
RECOMMENDED: ACCEPTED:
AUTHORIZED:
By: By:
Engineer/Consultant Contractor
By:
Owner's Representative
TR-CA-E-1-1
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EXHIBIT F
CERTIFICATE OF SUBSTANTIAL COMPLETION
OWNER'S Project No.
ENGINEER'S Project No.
PROJECT:
CONTRACTOR
Contract For
Contract Date
This Certificate of Substantial completion applies to all Work under the Contract documents or to the following specified
parts thereof:
To
OWNER
And
To
The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR
AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the
contract documents on:
DATE OF SUBSTANTIAL COMPLETION
A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the failure to
include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the
Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within
days of the above date of Substantial Completion.
EJCDC NO. 1910-8-0 (1983 Edition)
Prepared by the Engineers Joint Contract documents Committee and endorsed by The Associated General contractors of America.
Reprinted 5/85
TR-CA-F-1
1 DC ·
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
,2005
Design Professional
By:
Type Name and Title
CONTRACTOR accepts this Certificate of Substantial Completion on
,2005
CONTRACTOR
By:
Type Name and Title
OWNER accepts this Certificate of Substantial Completion on
,2005
OWNER
By:
Type Name and Title
TR-CA-F-2
IDe
.
EXHIBIT G
FINAL PAYMENT CHECKLIST
Bid No.:
Contractor:
Project No.:
Date:
,2005
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:
Commencement Date:
Substantial Completion Time:
Final Completion Time:
Final Contract Amount:
Calendar Days.
Calendar Days.
YES NO
1. All Punch list items completed on
2. Warranties and Guarantees assigned to County (attach to this form).
3. Effective date of General one-year warranty from Contractor is:
4. 2 copies of Operation and Maintenance manuals for equipment and
system submitted (list manuals in attachment to this form).
5. Record drawings obtained and dated:
6. County personnel trained on system and equipment operation.
7. Certificate of Occupancy No.:
issued on (attach to this form).
8. Certificate of Substantial Completion issued on
9. Final Payment Application and Affidavits received from Contractor on:
10. Consent of Surety received on
11. Operating Department personnel notified project is in operating
phase.
12. Other:
If any of the above are not applicable, indicate by N/A. If NO is checked for any of the above, attach
explanation.
Acknowledgments:
By Contractor:
(Company Name)
(Signature)
(Typed Name & Title)
By Owner:
(Department Name)
(Signature)
(Name & Title)
TR-CA-G-1
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.
EXHIBIT G1
CERTIFICATE OF FINAL COMPLETION
OWNER'S Project No.
PROJECT:
ENGINEER'S Project No.
CONTRACTOR
Contract For
Contract Date
This Certificate of Final completion applies to all Work under the Contract documents.
To
OWNER
And
To
The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR
AND DESIGN PROFESSIONAL, and that Work is hereby declared to be finally complete in accordance with the contract
documents on:
DATE OF FINAL COMPLETION
EJCDC NO. 1910-8-0 (1983 Edition)
Prepared by the Engineers Joint Contract documents Committee and endorsed by The Associated General contractors of America.
Reprinted 5/85
TR-CA-G1-1
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The following warranty is attached to and made a part of this Certificate:
EXHIBIT G2
Executed by Design Professional on
,2005
Design Professional
By:
Type Name and Title
CONTRACTOR accepts this Certificate of Final Completion on
.2005
CONTRACTOR
By:
Type Name and Title
OWNER accepts this Certificate of Final Completion on
,2005
OWNER
By:
Type Name and Title
TR-CA-G1-2
EXHIBIT G2
IOC
.
WARRANTY
In consideration often dollars, ($10.00), receipt of which is hereby acknowledged, the undersigned CONTRACTOR
does hereby provide, warrant and guarantee all work done and executed under the contract either directly performed
by the CONTRACTOR or at the express request of the CONTRACTOR by a SUBCONTRACTOR or
CONSULTANT.
Project Name:
Date of Final Completion:
Name and Address of CONTRACTOR:
CONTRACTOR warrants and guarantees the work performed pursuant to the contract shall be free of all defects of
materials and workmanship for a period of one year from the DATE OF FINAL COMPLETION.
The undersigned party further agrees that it will, at its own expense, replace and/or repair all defective work and
materials and all other work damaged by any defective work upon written demand by the COUNTY. It is further
understood that further consideration for this warranty and guaranty is the consideration given for the requirement
pursuant to the general conditions and specifications under which the contract was let that such warranty and
guaranty would be given.
This warranty and guaranty is in addition to any other warranties or guaranties for the work performed under the
contract and does not constitute a waiver of any rights provided pursuant to Florida Statutes. Chapter 95, et seq.
DATE:
CONTRACTOR
CORPORATE SEAL
BY:
Attest:
TR-CA-G2-1
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. .
..
EXHIBIT H
GENERAL TERMS AND CONDITIONS
1. INTENT OF CONTRACT DOCUMENTS.
1.1. It is the intent of the Contract Documents to describe a functionally complete
project (or portion thereof) to be constructed in accordance with the Contract
Documents. Any work, materials or equipment that may reasonably be inferred from
the Contract Documents as being required to produce the intended result shall be
supplied whether or not specifically called for. When words which have a well known
technical or trade meaning are used to describe work, materials or equipment, such
words shall be interpreted in accordance with that meaning. Reference to standard
specifications, manuals or codes of any technical society, organization or association or
to the laws or regulations of any governmental authority having jurisdiction over the
Project, whether such reference be specific or by implication, shall mean the latest
standard specification, manual, code, law or regulation in effect at the time the Work is
performed, except as may be otherwise specifically stated herein.
1.2. If before or during the performance of the Work Contractor discovers a conflict,
error or discrepancy in the Contract Documents, Contractor immediately shall report
same to the Project Manager in writing and before proceeding with the Work affected
thereby shall obtain a written interpretation or clarification from the Project Manager.
Contractor shall take field measurements and verify field conditions and shall carefully
compare such field measurements and conditions and other information known to
Contractor with the Contract Documents before commencing any portion of the Work.
1.3. Drawings are intended to show general arrangements, design and extent of
Work and are not intended to serve as shop drawings. Specifications are separated
into divisions for convenience of reference only and shall not be interpreted as
establishing divisions for the Work, trades, subcontracts, or extent of any part of the
Work. In the event of a discrepancy between or among the drawings, specifications or
other Contract Document provisions, Contractor shall be required to comply with the
provision which is the more restrictive or stringent requirement upon the Contractor, as
determined by the Project Manager. Unless otherwise specifically mentioned, all
anchors, bolts, screws, fittings, fillers, hardware, accessories, trim and other parts
required in connection with any portion of the Work to make a complete, serviceable,
finished and first quality installation shall be furnished and installed as part of the
Work, whether or not called for by the Contract Documents.
2. INVESTIGATION AND UTILITIES.
2.1. Contractor shall have the sole responsibility of satisfying itself concerning the
nature and location of the Work and the general and local conditions, and particularly,
but without limitation, with respect to the following: those affecting transportation,
access, disposal, handling and storage of materials; availability and quality of labor;
water and electric power; availability and condition of roads; work area; living facilities;
TR-CA-H-1
climatic conditions and seasons; physical cond~ions at the work-s~e !d Qe ~roject
area as a whole; topography and ground surface conditions; nature and quantity of the
surface materials to be encountered; subsurface conditions; equipment and facilities
needed preliminary to and during performance of the Work; and all other costs
associated with such performance. The failure of Contractor to acquaint itself with any
applicable conditions shall not relieve Contractor from any of its responsibilities to
perform under the Contract Documents, nor shall it be considered the basis for any
claim for additional time or compensation.
.
2.2. Contractor shall locate all existing roadways, railways, drainage facilities and
utility services above, upon, or under the Project site, said roadways, railways, drainage
facilities and utilities being referred to in this Sub-Section 2.2 as the "Utilities".
Contractor shall contact the owners of all Utilities to determine the necessity for
relocating or temporarily interrupting any Utilities during the construction of the Project.
Contractor shall schedule and coordinate its Work around any such relocation or
temporary service interruption. Contractor shall be responsible for properly shoring,
supporting and protecting all Utilities at all times during the course of the Work. The
Contractor is responsible for coordinating all other utility work so as to not interfere with
the prosecution of the Work (except those utilities to be coordinated by the Owner as
described in other places of the contract documents).
3. SCHEDULE.
3.1. The Contractor, within ten (10) calendar days after receipt of the Notice of
Award, shall prepare and submit to Project Manager, for their review and approval, a
progress schedule for the Project (herein "Progress Schedule"). The Progress
Schedule shall relate to all Work required by the Contract Documents, and shall utilize
the Critical Path method of scheduling and shall provide for expeditious and practicable
execution of the Work within the Contract Time. The Progress Schedule shall indicate
the dates for starting and completing the various stages of the Work.
3.2. The Progress Schedule shall be updated monthly by the Contractor. All monthly
updates to the Progress Schedule shall be subject to the Project Manager's review and
approval. Contractor shall submit the updates to the Progress Schedule with its
monthly Applications for Payment noted below. The Project Manager's review and
approval of the submitted Progress Schedule updates shall be a condition precedent to
the Owner's obligation to pay Contractor.
3.3. All work under this Agreement shall be performed within the requirements of the
Collier County Noise Ordinance 93-77, Amended by 96-29, and Article 1, Division 1.5,
Section 1.5.5 of the Collier County Land Development Code. Unless otherwise
specified, work will generally be limited to the hours of 7:00 a.m. to 7:00 p.m., Monday
through Saturday, except for County Holidays. No work shall be performed outside the
specified hours without the prior approval of the Project Manager.
TR-CA-H-2
4.
PROGRESS PAYMENTS.
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4.1. Prior to submitting its first monthly Application for Payment, Contractor shall
submit to Project Manager, for their review and approval, a schedule of values based
upon the Contract Price, listing the major elements of the Work and the dollar value for
each element. After its approval by the Project Manager, this schedule of values shall
be used as the basis for the Contractor's monthly Applications for Payment. This
schedule shall be updated and submitted each month to the Project Manager along
with a completed copy of the Application for Payment form signed by the Contractor's
authorized representative and attached to the Agreement as Exhibit D.
4.2. Prior to submitting its first monthly Application for Payment, Contractor shall
submit to the Project Manager a complete list of all its proposed subcontractors and
material-men, showing the work and materials involved and the dollar amount of each
proposed subcontract and purchase order. The first Application for Payment shall be
submitted no earlier than thirty (30) days after the Commencement Date.
4.3. If payment is requested on the basis of materials and equipment not
incorporated into the Project, but delivered and suitably stored at the site or at another
location agreed to by the Owner in writing, the Application for Payment shall also be
accompanied by a bill of sale, invoice or other documentation warranting that the Owner
has received the materials and equipment free and clear of all liens, charges, security
interests and encumbrances, together with evidence that the materials and equipment
are covered by appropriate property insurance and other arrangements to protect
Owner's interest therein, all of which shall be subject to the Owner's satisfaction.
4.4. Contractor shall submit six (6) copies of its monthly Application for Payment to
the Project Manager. Within twenty (20) business days after the date of each
Application for Payment is stamped as received, the Project Manager, or Consultant,
shall either:
(1) Indicate his approval of the requested payment; (2) indicate his approval of only a
portion of the requested payment, stating in writing its reasons therefor; or (3) return the
Application for Payment to the Contractor indicating, in writing, the reason for refusing
to approve payment. Payments of proper invoices shall be processed in accordance
with Section 218.735, Florida Statutes and the administrative procedures established by
the County's Purchasing Department and the Clerk of Courts' Finance Department
respectively.
In the event of a total denial and return of the Application for Payment by the Project
Manager, the Contractor may make the necessary corrections and re-submit the
Application for Payment. The Owner shall, within ten (10) business days after the
Application for Payment is stamped and received and after Project Manager approval of
an Application for Payment, pay the Contractor the amounts so approved.
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Owner shall retain ten percent (10%) of the gross amount of each monthly payment
request or ten percent (10%) of the portion thereof approved by the Project Manager for
payment, whichever is less. Such sum shall be accumulated and not released to
Contractor until final payment is due unless otherwise agreed to by the Owner. The
Project Manager shall have the discretion to establish, in writing, a schedule to
periodically reduce the percentage of cumulative retainage held through out the course
of the project schedule. Collier County shall reserve the right to reduce the amount of
the retainage withheld subject to the guidelines as set forth in the County's Purchasing
Policy.
4.5. Monthly payments to Contractor shall in no way imply approval or acceptance of
Contractor's work.
4.6. Each Application for Payment, subsequent to the first pay application, shall be
accompanied by a Release and Affidavit, in the form attached as Exhibit C, showing
that all materials, labor, equipment and other bills associated with that portion of the
Work payment is being requested on have been paid in full. For all payments
subsequent to the first payment, the Owner shall not be required to make payment until
and unless these affidavits are furnished by Contractor.
4.7. Contractor agrees and understands that funding limitations exist and that the
expenditure of funds must be spread over the duration of the Project at regular intervals
based on the Contract Amount and Progress Schedule. Accordingly, prior to submitting
its first monthly Application for Payment, Contractor shall prepare and submit for Project
Manager's review and approval, a detailed Project Funding Schedule, which shall be
updated as necessary and approved by Owner to reflect approved adjustments to the
Contract Amount and Contract Time. No voluntary acceleration or early completion of
the Work shall modify the time of payments to Contractor as set forth in the approved
Project Funding Schedule.
4.8 Prior to release of final payment and final retainage, the Contractor's
Representative and the Project Manager shall jointly complete the Final Payment
Checklist, a representative copy of which is enclosed in the agreement and labeled
Exhibit G.
5. PAYMENTS WITHHELD.
5.1. The Project Manager may decline to approve any Application for Payment, or
portions thereof, because of subsequently discovered evidence or subsequent
inspections that reveal non-compliance with the contract documents. The Project
Manager may nullify the whole or any part of any approval for payment previously
issued and Owner may withhold any payments otherwise due Contractor under this
Agreement or any other agreement between Owner and Contractor, to such extent as
may be necessary in the Owner's opinion to protect it from loss because of:
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(a) defective Work not remedied; (b) third party claims filed or reasonable evidence
indicating probable filing of such claims; (c) failure of Contractor to make payment
properly to subcontractors or for labor, materials or equipment; (d) reasonable doubt
that the Work can be cOmpleted for the unpaid balance of the Contract Amount; (e)
reasonable indication that the Work will not be completed within the Contract Time; (f)
unsatisfactory prosecution of the Work by the Contractor; or (g) any other material
breach of the Contract Documents.
5.2. If any conditions described in 5.1. are not remedied or removed, Owner may,
after three (3) days written notice, rectify the same at Contractor's expense. Owner
also may offset against any sums due Contractor the amount of any liquidated or non-
liquidated obligations of Contractor to Owner, whether relating to or arising out of this
Agreement or any other agreement between Contractor and Owner.
6. FINAL PAYMENT.
6.1. Owner shall make final payment to Contractor within thirty (30) calendar days
after the Work is finally inspected and accepted by Project Manager in accordance with
Section 20.1 herein, provided that Contractor first, and as an explicit condition
precedent to the accrual of Contractor's right to final payment, shall have furnished
Owner with a properly executed and notarized copy of the Release and Affidavit
attached as Exhibit C, as well as, a duly executed copy of the Sureties consent to final
payment and such other documentation that may be required by the Contract
Documents and the Owner.
6.2. Contractor's acceptance of final payment shall constitute a full waiver of any and
all claims by Contractor against Owner arising out of this Agreement or otherwise
relating to the Project, except those previously made in writing and identified by
Contractor as unsettled at the time of the final Application for Payment. Neither the
acceptance of the Work nor payment by Owner shall be deemed to be a waiver of
Owner's right to enforce any obligations of Contractor hereunder or to the recovery of
damages for defective Work not discovered by the Design Professional or Project
Manager at the time of final inspection.
7 . SUBMITTALS AND SUBSTITUTIONS.
7.1. Contractor shall carefully examine the Contract Documents for all requirements
for approval of materials to be submitted such as shop drawings, data, test results,
schedules and samples. Contractor shall submit all such materials at its own expense
and in such form as required by the Contract Documents in sufficient time to prevent
any delay in the delivery of such materials and the installation thereof.
7.2. Whenever materials or equipment are specified or described in the Contract
Documents by using the name of a proprietary item or the name of a particular supplier,
the naming of the item is intended to establish the type, function and quality required.
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Unless the name is followed by words indicating that no substitution is permitted,
materials or equipment of other suppliers may be accepte9 by Owner if sufficient
information is submitted by Contractor to allow the Owner to determine that the material
or equipment proposed is equivalent or equal to that named. Requests for review of
substitute items of material and equipment will not be accepted by Owner from anyone
other than Contractor and all such requests must be submitted by Contractor to Project
Manager within thirty (30) calendar days after Notice of Award is received by
Contractor.
7.3. If Contractor wishes to furnish or use a substitute item of material or equipment,
Contractor shall make application to the Project Manager for acceptance thereof,
certifying that the proposed substitute shall adequately perform the functions and
achieve the results called for by the general design, be similar and of equal substance
to that specified and be suited to the same use as that specified. The application shall
state that the evaluation and acceptance of the proposed substitute will not prejudice
Contractor's achievement of substantial completion on time, whether or not acceptance
of the substitute for use in the Work will require a change in any of the Contract
Documents (or in the provisions of any other direct contract with Owner for the Project)
to adapt the design to the proposed substitute and whether or not incorporation or use
by the substitute in connection with the Work is subject to payment of any license fee or
royalty. All variations of the proposed substitute from that specified will be identified in
the application and available maintenance, repair and replacement service shall be
indicated. The application also shall contain an itemized estimate of all costs that will
result directly or indirectly from acceptance of such substitute, including costs for
redesign and claims of other contractors affected by the resulting change, all of which
shall be considered by the Project Manager in evaluating the proposed substitute. The
Project Manager may require Contractor to furnish at Contractor's expense additional
data about the proposed substitute.
7.4. If a specific means, method, technique, sequence or procedure of construction is
indicated in or required by the Contract Documents, Contractor may furnish or utilize a
substitute means, method, sequence, technique or procedure of construction
acceptable to the Project Manager, if Contractor submits sufficient information to allow
the Project Manager to determine that the substitute proposed is equivalent to that
indicated or required by the Contract Documents. The procedures for submission to
and review by the Project Manager shall be the same as those provided herein for
substitute materials and equipment.
7.5 The Project Manager shall be allowed a reasonable time within which to
evaluate each proposed substitute and, if need be, to consult with the Design
Professional. No substitute will be ordered, installed or utilized without the Project
Manager's prior written acceptance which shall be evidenced by either a Change Order,
a Work Directive Change, a Field Order or an approved Shop Drawing. The Owner
may require Contractor to furnish at Contractor's expense a special performance
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guarantee or other surety with respect to any substitute. The Project Manager will
record time required by the Project Manager and the Project Manager's consultants in
evaluating substitutions proposed by Contractor and making changes in the Contract
Documents occasioned thereby. Whether or not the Owner accepts a proposed
substitute, Contractor shall reimburse Owner for the charges of the Design Professional
and the Design Professional's consultants for evaluating each proposed substitute.
8. DAILY REPORTS, AS-BUlL TS 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.
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8.2. Contractor shall maintain in a safe place at the Project site one record copy of
the Contract Documents, including, but not limited to, all drawings, specifications,
addenda, amendments, Change Orders, Work Directive Changes and Field Orders, as
well as all written interpretations and clarifications issued by the Design Professional, in
good order and annotated to show all changes made during construction. The
annotated drawings shall be continuously updated by the Contractor throughout the
prosecution of the Work to accurately reflect all field changes that are made to adapt
the Work to field conditions, changes resulting from Change Orders, Work Directive
Changes and Field Orders, and all concealed and buried installations of piping, conduit
and utility services. All buried and concealed items, both inside and outside the Project
site, shall be accurately located on the annotated drawings as to depth and in
relationship to not less than two (2) permanent features (e.g. interior or exterior wall
faces). The annotated drawings shall be clean and all changes, corrections and
dimensions shall be given in a neat and legible manner in a contrasting color. The
"As-Built" record documents, together with all approved samples and a counterpart of
all approved shop drawings shall be available to the Project Manager or Design
Professional for reference. Upon completion of the Work and as a condition precedent
to Contractor's entitlement to final payment, these "As-Built" record documents,
samples and shop drawings shall be delivered to Project Manager by Contractor for
Owner.
8.3. Contractor shall keep all records and supporting documentation which concern
or relate to the Work hereunder for a minimum of five (5) years from the date of
termination of this Agreement or the date the Project is completed, whichever is later.
Owner, or any duly authorized agents or representatives of Owner, shall have the right
to audit, inspect and copy all such records and documentation as often as they deem
necessary during the period of this Agreement and during the five (5) year period noted
above; provided, however, such activity shall be conducted only during normal business
hours.
9. CONTRACT TIME AND TIME EXTENSIONS.
9.1. Contractor shall diligently pursue the completion of the Work and coordinate the
Work being done on the Project by its subcontractors and material-men, as well as
coordinating its Work with all work of others at the Project Site, so that its Work or the
work of others shall not be delayed or impaired by any act or omission by Contractor.
Contractor shall be solely responsible for all construction means, methods, techniques,
sequences, and procedures, as well as coordination of all portions of the Work under
the Contract Documents, and the coordination of Owner's suppliers and contractors as
set forth in Paragraph 12.2. herein.
9.2. Should Contractor be obstructed or delayed in the prosecution of or completion of
the Work as a result of unforeseeable causes beyond the control of Contractor, and not
due to its fault or neglect, including but not restricted to acts of Nature or of the public
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enemy, acts of government, fires, floods, epidemics, quarantine regulation, strikes or
lockouts, Contractor shall notify the Owner in writing within forty-eight (48) hours after
the commencement of such delay, stating the cause or causes thereof, or be deemed
to have waived any right which Contractor may have had to request a time extension.
9.3. No interruption, interference, inefficiency, suspension or delay in the
commencement or progress of the Work from any cause whatever, including those for
which Owner may be responsible, in whole or in part, shall relieve Contractor of its duty
to perform or give rise to any right to damages or additional compensation from Owner.
Contractor expressly acknowledges and agrees that it shall receive no damages for
delay. Contractor's sole remedy, if any, against Owner will be the right to seek an
extension to the Contract Time; provided, however, the granting of any such time
extension shall not be a condition precedent to the aforementioned "No Damage For
Delay" provision. This paragraph shall expressly apply to claims for early completion,
as well as to claims based on late completion.
10. CHANGES IN THE WORK.
10.1. Owner shall have the right at any time during the progress of the Work to
increase or decrease the Work. Promptly after being notified of a change, Contractor
shall submit an itemized estimate of any cost or time increases or savings it foresees as
a result of the change. Except in an emergency endangering life or property, or as
expressly set forth herein, no addition or changes to the Work shall be made except
upon written order of Owner, and Owner shall not be liable to the Contractor for any
increased compensation without such written order. No officer, employee or agent of
Owner is authorized to direct any extra or changed work orally.
10.2. A Change Order, in the form attached as Exhibit E to this Agreement, shall be
issued and executed promptly after an agreement is reached between Contractor and
Owner concerning the requested changes. Contractor shall promptly perform changes
authorized by duly executed Change Orders. The Contract Amount and Contract Time
shall be adjusted in the Change Order in the manner as Owner and Contractor shall
mutually agree.
10.3. If Owner and Contractor are unable to agree on a Change Order for the
requested change, Contractor shall, nevertheless, promptly perform the change as
directed by Owner in a written Work Directive Change. In that event, the Contract
Amount and Contract Time shall be adjusted as directed by Owner. If Contractor
disagrees with the Owner's adjustment determination, Contractor must make a claim
pursuant to Section 11 of these General Conditions or else be deemed to have waived
any claim on this matter it might otherwise have had.
10.4. In the event a requested change results in an increase to the Contract Amount,
the amount of the increase shall be limited to the Contractor's reasonable direct labor
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and material costs and reasonable actual equipment costs as a result of the change
(including allowance for labor burden costs) plus a maximum ten percent (10%) markup
for all overhead and profit. In the event such change Work is performed by a
Subcontractor, a maximum ten percent (10%) markup for all overhead and profit for all
Subcontractors' and sub-subcontractors' direct labor and material costs and actual
equipment costs shall be permitted, with a maximum five percent (5%) markup thereon
by the Contractor for all of its overhead and profit. for a total maximum markup of fifteen
percent (15%). All compensation due Contractor and any Subcontractor or
sub-subcontractor for field and home office overhead is included in the markups noted
above. Contractor's and Sub-Contractor's bond costs associated with any change order
shall be included in the overhead and profit expenses and shall not be paid as a
separate line item.
10.5 Owner shall have the right to conduct an audit of Contractor's books and records
to verify the accuracy of the Contractor's claim with respect to Contractor's costs
associated with any Change Order.
10.6 The Project Manager shall have authority to order minor changes in the Work not
involving an adjustment to the Contract Amount or an extension to the Contract Time
and not inconsistent with the intent of the Contract Documents. Such changes may be
effected by Field Order or by other written order. Such changes shall be binding on the
Contractor.
11. CLAIMS AND DISPUTES.
11.1. Claim is a demand or assertion by one of the parties seeking an adjustment or
interpretation of the terms of the Contract Documents, payment of money, extension of
time or other relief with respect to the terms of the Contract Documents. The term
"Claim" also includes other disputes and matters in question between Owner and
Contractor arising out of or relating to the Contract Documents. The responsibility to
substantiate a Claim shall rest with the party making the Claim.
11.2. Claims by the Contractor shall be made in writing to the Project Manager within
forty-eight (48) hours after the first day of the event giving rise to such Claim or else the
Contractor shall be deemed to have waived the Claim. Written supporting data shall be
submitted to the Project Manager within fifteen (15) calendar days after the occurrence
of the event, unless the Owner grants additional time in writing, or else the Contractor
shall be deemed to have waived the Claim. Claims not settled by the aforesaid
procedure, shall be resolved according to the Dispute Resolution Procedure, copies
which are available in the County Attorney's Office or the Purchasing Department
Office. All claims shall be priced in accordance with the provisions of Subsection 10.4.
11.3. The Contractor shall proceed diligently with its performance as directed by the
Owner, regardless of any pending Claim, action, suit or administrative proceeding,
unless otherwise agreed to by the Owner in writing. Owner shall continue to make
payments in accordance with the Contract Documents during the pendency of any
Claim.
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12.1. Owner may perform other work related to the Project at the site by Owner's own
forces, have other work performed by utility owners or let other direct contracts. If the
fact that such other work is to be performed is not noted in the Contract Documents,
written notice thereof will be given to Contractor prior to starting any such other work. If
Contractor believes that such performance will involve additional expense to Contractor
or require additional time, Contractor shall send written notice of that fact to Owner and
Design Professional within forty-eight (48) hours of being notified of the other work. If
the Contractor fails to send the above required forty-eight (48) hour notice, the
Contractor will be deemed to have waived any rights it otherwise may have had to seek
an extension to the Contract Time or adjustment to the Contract Amount.
12.2. Contractor shall afford each utility owner and other contractor who is a party to
such a direct contract (or Owner, if Owner is performing the additional work with
Owner's employees) proper and safe access to the site and a reasonable opportunity
for the introduction and storage of materials and equipment and the execution of such
work and shall properly connect and coordinate its Work with theirs. Contractor shall do
all cutting, fitting and patching of the Work that may be required to make its several
parts come together properly and integrate with such other work. Contractor shall not
endanger any work of others by cutting, excavating or otherwise altering their work and
will only cut or alter their work with the written consent of the Project Manager and the
others whose work will be affected. The duties and responsibilities of Contractor under
this paragraph are for the benefit of such utility owners and other Contractors to the
extent that there are comparable provisions for the benefit of Contractor in said direct
contracts between Owner and such utility owners and other contractors.
12.3. If any part of Contractor's Work depends for proper execution or results upon the
work of any other contractor or utility owner (or Owner), Contractor shall inspect and
promptly report to Project Manager in writing any delays, defects or deficiencies in such
work that render it unavailable or unsuitable for such proper execution and results.
Contractor's failure to report will constitute an acceptance of the other work as fit and
proper for integration with Contractor's Work.
13. INDEMNIFICATION AND INSURANCE.
13.1. The ContractorNendor, in consideration of One Hundred Dollars ($100.00), the
receipt and sufficiency of which is accepted through the signing of this document, shall
hold harmless and defend Collier County and its agents and employees from all suits
and actions, including attorneys' fees and all costs of litigation and judgments of any
name and description arising out of or incidental to the performance of this contract or
work performed thereunder. This provision shall also pertain to any claims brought
against the County by any employee of the named ContractorNendor, any
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Subcontractor, or anyone directly or indirectly employed by any of them. The
Contractor I Vendor's obligation under this provision shall not be limited in any way by
the agreed upon contract price as shown in this Contract or the ContractorNendor's
limit of, or lack of, sufficient insurance protection. The first One Hundred Dollars
($100.00) of money received on the contract price is considered as payment of this
obligation by the County.
.
13.2. This section does not pertain to any incident arising from the sole negligence of
Collier County.
13.3. Contractor shall obtain and carry, at all times during its performance under the
Contract Documents, insurance of the types and in the amounts set forth in Exhibit 8 to
the Agreement. Further, the Contractor shall at all times comply with all of the terms,
conditions, requirements and obligations set forth under Exhibit B.
14. COMPLIANCE WITH LAWS.
14.1. Contractor agrees to comply, at its own expense, with all federal, state and local
laws, codes, statutes, ordinances, rules, regulations and requirements applicable to the
Project, including but not limited to those dealing with taxation, worker's compensation,
equal employment and safety (including, but not limited to, the Trench Safety Act,
Chapter 553, Florida Statutes). If Contractor observes that the Contract Documents are
at variance therewith, it shall promptly notify Project Manager in writing.
15. CLEANUP AND PROTECTIONS.
15.1. Contractor agrees to keep the Project site clean at all times of debris, rubbish
and waste materials arising out of the Work. At the completion of the Work, Contractor
shall remove all debris, rubbish and waste materials from and about the Project site, as
well as all tools, appliances, construction equipment and machinery and surplus
materials, and shall leave the Project site clean and ready for occupancy by Owner.
15.2. Any existing surface or subsurface improvements, including, but not limited to,
pavements, curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery,
not indicated in the Contract Documents to be removed or altered, shall be protected by
Contractor from damage during the prosecution of the Work. Any such improvements
so damaged shall be restored by Contractor to the condition equal to that existing at the
time of Contractor's commencement of the Work.
16. ASSIGNMENT.
16.1. Contractor shall not assign this Agreement or any part thereof, without the prior
consent in writing of Owner. Any attempt to assign or otherwise transfer this
Agreement, or any part herein, without the County's consent, shall be void. If Contractor
does, with approval, assign this Agreement or any part thereof, it shall require that its
assignee be bound to it and to assume toward Contractor all of the obligations and
responsibilities that Contractor has assumed toward Owner.
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17. PERMITS, LICENSES AND TAXES.
IDe
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17.1. Pursuant to Section 218.80, F.S., Owner will pay for all Collier County permits
and fees, including license fees, permit fees, impact fees or inspection fees applicable
to the work through an internal budget transfer(s). Contractor is not responsible for
paying for permits issued by Collier County, but is responsible for acquiring all permits.
Owner may require the Contractor to deliver internal budget transfer documents to
applicable Collier County agencies when the Contractor is acquiring permits.
17.2. All permits, fees and licenses necessary for the prosecution of the Work which
are not issued by Collier County shall be acquired and paid for by the Contractor.
17.3. Contractor shall pay all sales, consumer, use and other similar taxes associated
with the Work or portions thereof, which are applicable during the performance of the
Work.
18. TERMINATION FOR DEFAULT.
18.1. Contractor shall be considered in material default of the Agreement and such
default shall be considered cause for Owner to terminate the Agreement, in whole or in
part, as further set forth in this Section, if Contractor: (1) fails to begin the Work under
the Contract Documents within the time specified herein; or (2) fails to properly and
timely perform the Work as directed by the Project Manager or as provided for in the
approved Progress Schedule; or (3) performs the Work unsuitably or neglects or
refuses to remove materials or to correct or replace such Work as may be rejected as
unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails
to resume Work which has been suspended within a reasonable time after being
notified to do so; or (6) becomes insolvent or is declared bankrupt, or commits any act
of bankruptcy; or (7) allows any final judgment to stand against it unsatisfied for more
than ten (10) days; or (8) makes an assignment for the benefit of creditors; or (9) fails to
obey any applicable codes, laws, ordinances, rules or regulations with respect to the
Work; or (10) materially breaches any other provision of the Contract Documents.
18.2. Owner shall notify Contractor in writing of Contractor's default(s). If Owner
determines that Contractor has not remedied and cured the default(s) within seven (7)
calendar days following receipt by Contractor of said written notice, then Owner, at its
option, without releasing or waiving its rights and remedies against the Contractor's
sureties and without prejudice to any other right or remedy it may be entitled to
hereunder or by law, may terminate Contractor's right to proceed under the Agreement,
in whole or in part, and take possession of all or any portion of the Work and any
materials, tools, equipment, and appliances of Contractor, take assignments of any of
Contractor's subcontracts and purchase orders, and complete all or any portion of
Contractor's Work by whatever means, method or agency which Owner, in its sole
discretion, may choose.
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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-Ietting the Work, and in
settlement, discharge or compromise of any claims, demands, suits, and judgments
pertaining to or arising out of the Work hereunder.
18.5. If, after notice of termination of Contractor's right to proceed pursuant to this
Section, it is determined for any reason that Contractor was not in default, or that its
default was excusable, or that Owner is not entitled to the remedies against Contractor
provided herein, then Contractor's remedies against Owner shall be the same as and
limited to those afforded Contractor under Section 19 below.
19 . TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION.
19.1. Owner shall have the right to terminate this Agreement without cause upon
seven (7) calendar days written notice to Contractor. In the event of such termination
for convenience, Contractor's recovery against Owner shall be limited to that portion of
the Contract Amount earned through the date of termination, together with any
retainage withheld and reasonable termination expenses incurred, but Contractor shall
not be entitled to any other or further recovery against Owner, including, but not limited
to, damages or any anticipated profit on portions of the Work not performed.
19.2. Owner shall have the right to suspend all or any portions of the Work upon giving
Contractor not less than two (2) calendar days' prior written notice of such suspension.
If all or any portion of the Work is so suspended, Contractor's sole and
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exclusive remedy shall be to seek an extension of time to its schedule in accordance
with the procedures set forth in the Contract Documents. In no event shall the
Contractor be entitled to any additional compensation or damages. Provided, however,
if the ordered suspension exceeds six (6) months, the Contractor shall have the right to
terminate the Agreement with respect to that portion of the Work which is subject to the
ordered suspension.
20. COMPLETION.
20.1. When the entire Work (or any portion thereof designated in writing by Owner) is
ready for its intended use, Contractor shall notify Project Manager in writing that the
entire Work (or such designated portion) is substantially complete. Within a reasonable
time thereafter, Owner, Contractor and Design Professional shall make an inspection of
the Work (or designated portion thereof) to determine the status of completion. If
Owner, after conferring with the Design Professional, does not consider the Work (or
designated portion) substantially complete, Project Manager shall notify Contractor in
writing giving the reasons therefor. If Owner, after conferring with the Design
Professional, considers the Work (or designated portion) substantially complete, Project
Manager shall prepare and deliver to Contractor a Certificate of Substantial Completion
which shall fix the date of Substantial Completion for the entire Work (or designated
portion thereof) and include a tentative punch-list of items to be completed or corrected
by Contractor before final payment. Owner shall have the right to exclude Contractor
from the Work and Project site (or designated portion thereof) after the date of
Substantial Completion, but Owner shall allow Contractor reasonable access to
complete or correct items on the tentative punch-list.
20.2. Upon receipt of written certification by Contractor that the Work is completed in
accordance with the Contract Documents and is ready for final inspection and
acceptance and upon receipt of a final Application for Payment, Project Manager and
Design Professional will make such inspection and, if they find the Work acceptable
and fully performed under the Contract Documents shall promptly issue a Certificate of
Final Completion. The County, on the basis of their observations and inspections, and
the Contractor's certification that the Work has been completed in accordance with the
terms and conditions of the Contract Documents, that the entire balance found to be
due Contractor is due and payable shall issue a Certificate for Final Payment. Neither
the final payment nor the retainage shall become due and payable until Contractor
submits:
(1) The Release and Affidavit in the form attached as Exhibit C.
(2) Consent of surety to final payment.
(3) If required by Owner, other data establishing payment or satisfaction of all
obligations, such as receipts, releases and waivers of liens, arising out of the Contract
Documents, to the extent and in such form as may be designated by Owner.
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Owner reserves the right to inspect the Work and make an independent determination
as to the Work's acceptability, even though the Design Professional may have issued
its recommendations. Unless and until the Owner is completely satisfied, neither the
final payment nor the retainage shall become due and payable.
.
21. WARRANTY.
21.1. Contractor shall obtain and assign to Owner all express warranties given to
Contractor or any subcontractors by any material-men supplying materials, equipment
or fixtures to be incorporated into the Project. Contractor warrants to Owner that any
materials and equipment furnished under the Contract Documents shall be new unless
otherwise specified, and that all Work shall be of good quality, free from all defects and
in conformance with the Contract Documents. Contractor further warrants to Owner that
all materials and equipment furnished under the Contract Documents shall be applied,
installed, connected, erected, used, cleaned and conditioned in accordance with the
instructions of the applicable manufacturers, fabricators, suppliers or processors except
as otherwise provided for in the Contract Documents. If, within one (1) year after
substantial completion, any Work is found to be defective or not in conformance with
the Contract Documents, Contractor shall correct it promptly after receipt of written
notice from Owner. Contractor shall also be responsible for and pay for replacement or
repair of adjacent materials or Work which may be damaged as a result of such
replacement or repair. These warranties are in addition to those implied warranties to
which Owner is entitled as a matter of law.
21.2 No later than 30 days prior to expiration of the warranty, the Project Manager, or
any other representative of the Owner, shall conduct an inspection of the warranted
work to verify compliance with the requirements of the Agreement. The Contractor's
Representative shall be present at the time of inspection and shall take remedial
actions to correct any deficiencies noted in the inspection. Failure of the Contractor to
correct the cited deficiencies shall be grounds for the County to disqualify the
Contractor from future County bid opportunities.
21.3 The Contractor shall be fully responsible to the County and Consultant for all
acts and omissions of the Subcontractors, suppliers and other persons and
organizations performing or furnishing any of the work under a direct or indirect contract
with the Contractor just as the Contractor is responsible for Contractor's own acts and
omissions. Nothing in the Contract Documents shall create any contractual relationship
between the County or Consultant and any such Subcontractor, supplier, or other
person or organization, nor shall it create any obligation on the part of the County or
Consultant to payor to see to the payment of any moneys due any such Subcontractor,
supplier, or other person or organization except as may otherwise be required by laws
and regulations.
21.4 The Contractor agrees to bind specifically every Subcontractor to the applicable
terms and conditions of the Contract Documents to the benefit of the County. All Work
performed for the Contractor by a Subcontractor shall be pursuant to an appropriate
agreement between the Contractor and the Subcontractor.
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22. TESTS AND INSPECTIONS.
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22.1. Owner, Design Professional, their respective representatives, agents and
employees, and governmental agencies with jurisdiction over the Project shall have
access at all times to the Work, whether the Work is being performed on or off of the
Project site, for their observation, inspection and testing. Contractor shall provide
proper, safe conditions for such access. Contractor shall provide Project Manager with
timely notice of readiness of the Work for all required inspections, tests or approvals.
22.2 Inspection, testing or approval of any portion of Work that is required by (i) any
applicable codes, laws, ordinances, rules or regulations of any public authority other
than Collier County, or (ii) permits issued by any public authority other than Collier
County, shall be arranged by Contractor, at Contractor's expense, without right of
reimbursement from Owner. All inspections, tests or approvals shall be performed in a
manner and by organizations acceptable to the Project Manager. Contractor shall
provide Owner with the required certificates of inspection, testing or approval.
Other inspection, testing or approval of any portion of Work, that is required by (i) the
Contract Documents, (ii) codes, laws, ordinances, rules or regulations of Collier County,
(iii) permits issued by Collier County, (iv) the Project Manager or (v) the Design
Professional, shall be conducted by Owner or a person designated by Owner and shall
be accomplished at Owner's or such person's expense. Contractor shall cooperate with
such process. If the Work fails the inspection, test or conditions of approval, then
Contractor shall promptly correct the deficiency at Contractor's cost, without right of
reimbursement from Owner, and shall notify Owner when the Work is ready for re-
inspection, re-test or re-approval. Owner shall charge Contractor the cost of re-
inspection, re-test or re-approval, including but not limited to fees and charges of
professional service providers.
22.3. If any Work that is to be inspected, tested or approved is covered without prior
written concurrence from the Project Manager, such work must, if requested by Project
Manager, be uncovered for observation, and replaced if necessary, at Contractor's
expense without right of reimbursement from Owner. If, however, Contractor had given
Project Manager timely notice of Contractor' intention to cover the Work and Project
Manager had not responded after a reasonable period of time, then Owner shall bear
such expense.
22.4. Neither observations nor other actions by the Project Manager or Design
Professional nor inspections, tests or approvals by others shall relieve Contractor from
Contractor's obligations to perform the Work in accordance with the Contract
Documents.
23. DEFECTIVE WORK.
23.1. Work not conforming to the requirements of the Contract Documents or any
warranties made or assigned by Contractor to Owner shall be deemed defective Work.
If required by Project Manager, Contractor shall as directed, either correct all defective
Work. whether or not fabricated, installed or completed, or if the defective Work has
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been rejected by Project Manager, remove it trom the site and replace it with non-
detective Work. Contractor shall bear all direct, indirect and consequential costs ot
such correction or removal (including, but not limited to tees and charges ot engineers,
architects, attorneys and other professionals) made necessary thereby, and shall hold
Owner harmless for same.
23.2. If any portion of the Work is defective, or if Contractor fails to supply sufficient
skilled workers, suitable materials or equipment or fails to finish or perform the Work in
such a way that the completed Work will conform to the Contract Documents, Project
Manager may order Contractor to stop the Work, or any portion thereof, until the cause
for such order has been eliminated; however, this right of Project Manager to stop the
Work shall not give rise to any duty on the part of Owner or Project Manager to exercise
this right for the benefit of Contractor or any other party.
23.3. Should the Owner determine, at its sole opinion, it is in the Owner's best interest
to accept defective Work, the Owner may do so. Contractor shall bear all direct,
indirect and consequential costs attributable to the Owner's evaluation of and
determination to accept defective Work. If such determination is rendered prior to final
payment, a Change Order shall be executed evidencing such acceptance of such
defective Work, incorporating the necessary revisions in the Contract Documents and
reflecting an appropriate decrease in the Contract Amount. If the Owner accepts such
defective Work after final payment, Contractor shall promptly pay Owner an appropriate
amount to adequately compensate Owner for its acceptance of the defective Work.
23.4 If Contractor fails, within a reasonable time after the written notice from Project
Manager, to correct detective Work or to remove and replace rejected defective Work
as required by Project Manager or Owner, or if Contractor fails to perform the Work in
accordance with the Contract Documents, or if Contractor fails to comply with any of the
provisions of the Contract Documents, Owner may, after seven (7) days written notice
to Contractor, correct and remedy any such deficiency. To the extent necessary to
complete corrective and remedial action, Owner may exclude Contractor from any or all
of the Project site, take possession of all or any part of the Work, and suspend
Contractor's services related thereto, take possession of Contractor's tools, appliances,
construction equipment and machinery at the Project site and incorporate in the Work
all materials and equipment stored at the Project site or for which Owner has paid
Contractor but which are stored elsewhere. Contractor shall allow Owner, Design
Professional and their respective representatives, agents, and employees such access
to the Project site as may be necessary to enable Owner to exercise the rights and
remedies under this paragraph. All direct, indirect and consequential costs of Owner in
exercising such rights and remedies shall be charged against Contractor, and a Change
Order shall be issued, incorporating the necessary revisions to the Contract
Documents, including an appropriate decrease to the Contract Amount. Such direct,
indirect and consequential costs shall include, but not be limited to, fees and charges of
engineers, architects, attorneys and other professionals, all court costs and all costs of
repair and replacement of work of others destroyed or damaged by correction, removal
or replacement of Contractor's defective Work. Contractor shall not be allowed an
extension of the Contract Time because of any delay in performance of the Work
attributable to the exercise by Owner of Owner's rights and remedies hereunder.
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24. SUPERVISION AND SUPERINTENDENTS.
24.1. Contractor shall plan, organize, supervise, schedule, monitor, direct and control
the Work competently and efficiently, devoting such attention thereto and applying such
skills and expertise as may be necessary to perform the Work in accordance with the
Contract Documents. Contractor shall be responsible to see that the finished Work
complies accurately with the Contract Documents. Contractor shall keep on the Work
at all times during its progress a competent resident superintendent, who shall not be
replaced without prior written notice to Project Manager except under extraordinary
circumstances. The superintendent shall be employed by the Contractor and be the
Contractor's representative at the Project site and shall have authority to act on behalf
of Contractor. All communications given to the superintendent shall be as binding as if
given to the Contractor. Owner shall have the right to direct Contractor to remove and
replace its Project superintendent, with or without cause.
24.2 Contractor shall have a competent superintendent on the project at all times
whenever contractor's work crews, or work crews of other parties authorized by the
Project Manager are engaged in any activity whatsoever associated with the Project.
Should the contractor fail to comply with the above condition, the Project Manager shall,
at his discretion, deduct from the Contractor's monthly pay estimate, sufficient moneys
to account for the Owner's loss of adequate project supervision, not as a penalty, but as
liquidated damages, separate from the liquidated damages described in Section 5.8, for
services not rendered.
25. PROTECTION OF WORK.
25.1. Contractor shall fully protect the Work from loss or damage and shall bear the
cost of any such loss or damage. If Contractor or anyone 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
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instruction or authorization from Owner or Design Professional is obligated to act to
Work or property at the Project site or adjacent thereto, Contractor, without special
prevent threatened damage, injury or loss. Contractor shall give Project Manager
written notice within forty-eight (48) hours after the occurrence of the emergency, if
Contractor believes that any significant changes in the Work or variations from 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
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adjacent property and of underground structures and improvements and utility owners
when prosecution of the Work may affect them, and shall cooperate with them in the
protection, removal, relocation or replacement of their property. Contractor's duties and
responsibilities for the safety and protection of the Work shall continue until such time
as the Work is completed and final acceptance of same by Owner has occurred.
28.3. Contractor shall designate a responsible representative at the Project site whose
duty shall be the prevention of accidents. This person shall be Contractor's
superintendent unless otherwise designated in writing by Contractor to Owner.
29. PROJECT MEETINGS.
Prior to the commencement of Work, the Contractor shall attend a pre-construction
conference with the Project Manager, Design Professional and others as appropriate to
discuss the Progress Schedule, procedures for handling shop drawings and other
submittals, and for processing Applications for Payment, and to establish a working
understanding among the parties as to the Work. During the prosecution of the Work,
the Contractor shall attend any and all meetings convened by the Project Manager with
respect to the Project, when directed to do so by Project Manager or Design
Professional. The Contractor shall have its subcontractors and suppliers attend all such
meetings (including the pre-construction conference) as may be directed by the Project
Manager.
30. VENDOR PERFORMANCE EVALUATION
Collier County has implemented a Vendor Performance Evaluation System for all
contracts awarded in excess of $25,000. To this end, vendors will be evaluated on their
performance upon completion/termination of agreement.
31. MAINTENANCE OF TRAFFIC POLICY
For all projects that are conducted within a Collier County Right-of-Way, the Contractor
shall provide and erect Traffic Control Devices as prescribed in the current edition of
the Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local
roadways and as prescribed in the Florida Department of Transportations Design
Standards (DS), where applicable on state roadways. These projects shall also comply
with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by
reference. Copies are available through Risk Management and/or Purchasing
Departments, and is available on-line at colliergov.netlpurchasing.
The Contractor will be responsible for obtaining copies of all required manuals,
MUTCD, FDOT Roadway & Traffic Design Standards Indexes, or other related
documents, so to become familiar with their requirements. Strict adherence to the
requirements of the MOT policy will be enforced under this Contract.
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All costs associated with the Maintenance of Traffic shall be included on the line item
on the bid proposal page.
MOT is to be provided within ten (10) days of receipt of Notice of Award.
31. DIRECT PURCHASE
32.1 The County reserves the right to require Contractor to assign some or all of its
agreements with material suppliers directly to the County. Any such goods and/or
materials purchased by the County pursuant to such an assignment of a material
supply agreement shall be referred to as "County Furnished Materials" and the
responsibilities of both the County and the Contractor relating to said materials shall be
governed by the terms and conditions of this Bid which shall take precedence over
other conditions and terms of this Bid where inconsistencies or conflicts exist.
Additionally, the County; at it's sole option; may choose to purchase some or all of the
goods and/or materials from other suppliers. In either instance the County may require
the following information from the Contractor:
A. Required quantities of material.
B. Specifications relating to goods and/or materials required for job including
brand and/or model number or type if applicable
C. Pricing and availability of goods and/or materials provided under
Contractor's agreements with material suppliers
32.2 Purchasing
Upon receipt of a proper requisition (including appropriate backup material(s), the
Purchasing Department shall issue a Purchase Order for the material required. Each
Purchase Order shall contain the County's certificate of exemption number. The
Purchase order shall be given to the Project Manager for completion of the ordering
process. Unless the following items were included in the quote provided by the vendor
to the Project Manager, the Purchase Order shall also provide for reimbursement of the
cost to the supplier for:
A. Shipping and handling
B. Insurance costs
C. Performance Bond
32.3 General Terms and Conditions
A. Contractor shall be required to maintain records of all County-furnished
materials that it incorporates into the project from the stock of County-
furnished materials in its possession. Such records shall be furnished
monthly to the Project Manager or their designee and shall include
information on materials that have 1. Been delivered into the Contractor's
possession and/or 2. been incorporated into the project.
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B. Notwithstanding the transfer of County-furnished materials by the County to
the Contractor's possession, the County shall retain legal and equitable title
to any and all County-furnished materials.
C. The transfer of possession of County-furnished materials from the County to
the Contractor shall constitute a bailment for the mutual benefit of the County
and the Contractor. The County shall be considered the bailor, and the
Contractor the bailee for the County-furnished materials. County-furnished
materials shall be considered returned to the County for purposes of their
bailment at such time as they are incorporated into the Project.
D. The County shall purchase and maintain insurance sufficient to protect
against any loss or damage to County-furnished materials. Such insurance
shall cover the replacement cost of any County-furnished materials not yet
incorporated into the Project during the period between the time the County
first takes title to any such materials and the time when the last of said
materials are incorporated into the project.
E. The County shall in no way be liable for any interruption or delay in the
project, for any defects or other problems with the project, or for any additional
costs resulting from any delay in the delivery of, or defects in, County-furnished
materials, except in the event of the County's gross negligence or willful
misconduct.
F. Nothing herein contained shall create or be construed as creating a
partnership between the County and the Contractor or to constitute the
Contractor as an agent of the County.
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EXHIBIT I
SUPPLEMENTAL TERMS AND CONDITIONS
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EXHIBIT I
SUPPLEMENTAL TERMS AND CONDITIONS
Immokalee Road - US 41 to 1-75
Bid No. 05-3788
ARTICLE 1-1 - MILESTONES
A. Milestone 1
1. This Milestone shall start on the first day of Contract Time indicated in the "Notice to Proceed".
2. Work includes clearing and grubbing, site preparation and construction from Livingston Road
(Sta. 1184+75), including the complete intersection of Immokalee Road and Livingston Road, to
the east end of the project (Sta. 1219+00).
3. Provide clearing and grubbing and fill, where necessary, along the entire project limits (not
milestone limits) for early relocation ofFPL power lines and other non-County utilities.
4. Complete all roadwork (including final pavement course), drainage structures, structures, County
utilities, signing, signals, lighting and final signing and pavement marking (thermoplastic, to be
placed after pavement cure period).
5. Milestone 1 shall be substantially complete within one hundred eighty (180) calendar days of
the "Notice to Proceed" or final completion within two hundred ten (210) calendar days of the
"Notice to Proceed". If the Contractor fails to complete this phase of work within the time
period, the Owner shall be entitled to assess, as liquidated damages, but not as a penalty, One-
thousand five-hundred sixty-seven and 67/100 dollars ($1,567.67) for each calendar day
thereafter until substantial completion is achieved or Seven-hundred eight-three and 83/100
dollars ($783.83) for each calendar day thereafter until final completion is achieved.
B. Milestone 2
1. This Milestone shall start no later than one hundred eighty (120) calendar days after Notice to
Proceed.
2. Work includes clearing and grubbing, site preparation and construction from Airport-Pulling
Road (Sta. 1133+25), including the complete intersection of Immokalee Road and Airport-
Pulling Road, to Livingston Road, Airport-Pulling Road from Immokalee Road to the south end
of the project on Airport-Pulling Road and the modification to the Airport-Pulling Road Bridge.
3. Complete all roadwork (including final pavement course), drainage, structures and bridge work,
County utilities, signing, signals, lighting and final signing and marking (thennoplastic, to be
placed after pavement cure period).
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4. Milestone 2 shall be substantially complete within four hundred (400) calendar days of the
"Notice to Proceed" or final completion within four hundred thirty (430) calendar days of the
"Notice to Proceed". If the Contractor fails to complete this phase of work within the time
period, the Owner shall be entitled to assess, as liquidated damages, but not as a penalty, Two-
thousand three-hundred forty-eight and 31/100 dollars ($2,348.31) for each calendar day
thereafter until substantial completion is achieved or One-thousand one-hundred seventy-four
and 16/100 dollars ($1,174,16) for each calendar day thereafter until final completion is
achieved.
C. Milestone 3
1. This Milestone shall start no later than one hundred eighty (180) calendar days after Notice to
Proceed.
2. Work includes clearing and grubbing, site preparation and construction from U.S 41 (Sta.
1030+00) to Airport-Pulling Road (Sta. 1133+25), including improvements to Piper Boulevard,
removal of the Cypress Way East Bridge, canal restoration from removal of the bridge and
improvements to Goodlette-Frank Road.
3. Complete all roadwork (including final pavement course), drainage, structures and bridge
removal work, County utilities, signing, signals, lighting and final signing and marking
(thermoplastic, to be placed after pavement cure period).
4. Milestone 3 shall be substantially complete within nine hundred (900) calendar days of the
"Notice to Proceed" or final completion within nine hundred thirty (930) calendar days of the
"Notice to Proceed". If the Contractor fails to complete this phase of work within the time
period, the Owner shall be entitled to assess, as liquidated damages, but not as a penalty, Four-
thousand seven-hundred eight and 021100 dollars ($4,708.02) for each calendar day thereafter
until substantial completion is achieved or Two-thousand three-hundred fifty-four and 01/100
dollars ($2,354.01) for each calendar day thereafter until final completion is achieved.
Additional Conditions for Milestones
· Liquidated damages for the milestones are independent of each other.
· All utilities are to remain in service at all times. Phasing will be required to ensure
continuous service. Temporary relocations and connections may be necessary. All costs
associated with the phasing of utilities or construction shall be included in the contract
unit prices for the various types of utility work to which it is incidental.
· Milestones may begin earlier than the times specified above but not later than such time.
· Certain portions of work to be performed under separate milestones may need to be
started in advance of the required milestone start time in order to insure continuity of
service including but not limited to utility work, maintenance of traffic, drainage, clearing
and grubbing and structures work.
· Clearing and grubbing and embankment work which is necessary for the relocation of
FP&L facilities and those facilities of other utility companies shall be performed during
Milestone 1. The Contractor shall coordinate and provide this work in accordance with
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the scheduled utility relocation work of the various utility companies. Deviation from this
schedule shall require the approval of the Engineer.
. All costs for properly maintaining traffic including but not limited to temporary pavement
for travel lanes, turn lanes and transitions, temporary signals, pavement markings,
signage and protection devices for vehicular and pedestrian traffic shall be included in the
lump sum price bid for Pay Item 102-1 Maintenance of Traffic.
ARTICLE 1-2 - TEMPORARY CONSTRUCTION EASEMENTS AND TEMPORARY
DRIVEWAY RESTORATION EASEMENTS
The County has obtained Temporary Construction Easements (TCE's) for use by the Contractor for
work that is immediately adjacent to the right-of-way. The County has also obtained Temporary
Driveway Restoration Easements (TDRE's) for use by the Contractor for the restoration of entrances
and driveways on private property adjacent to the right-of-way. The Contractor shall not use the areas of
TCE's orTDRE's for the storage of material or equipment when work is not being performed adjacent
to the area of TCE's or within the area of TDRE's or at any time during the Contract during off-work
hours. During restoration of driveways and entrances, access to the affected property, both ingress and
egress, shall be maintained at all times unless written permission to temporarily close the driveway or
entrance is obtained from the owner of the affected property.
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EXHIBIT J
TECHNICAL SPECIFICATIONS
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IMMOKALEE ROAD - U.S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO. 05-3788
EXHIBIT J
TECHNICAL SPECIFICATIONS
January 10, 2005
HOLE MONTES, INC.
6202-F PRESIDENTIAL COURT
FORT MYERS, FL 33919
(239)985-1200
FAX (239)985-1258
Florida Certificate of Authorization No. 1772
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IMMOKALEE ROAD - U.S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO. 05-3788
EXHIBIT J
TECHNICAL SPECIFICATIONS
CONTENTS
FDOT STANDARD SPECIFICATIONS (Page J-l)
SPECIAL PROVISIONS (pages J-SP-l to J-SP-17)
SUPPLEMENTAL SPECIFICATIONS (Pages J-SS-l to J-SS-21)
TECHNICAL SPECIAL PROVISIONS (pages J-TSP-l to J-TSP-57)
COLLIER COUNTY STANDARD TECHNICAL SPECIFICATIONS FOR UTILITY
CONSTRUCTION (pages J-U-l to J-U-21)
FDOT STANDARD SPECIFICATIONS
DIVISION I GENERAL REQUIREMENTS AND COVENANTS, DIVISION II CONSTRUCTION
DETAILS AND DIVISION ill MATERIALS OF THE 2004 EDITION OF THE FLORIDA
DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION shall apply to and forn a part of this Contract as if fully written
herein. If a conflict or redundancy occurs between these Collier County Contract Documents and the
FDOT's Division I General Requirements and Covenants, the Collier County requirement shall
govern. Where a FDOT Section is cited that contains references to other Sections, they shall also be
included as though written therein.
REVISIONS, DELETIONS, and/or ADDITIONS to the FDOT Standard Specifications are contained
in the SPECIAL PROVISIONS, SUPPLEMENTAL SPECIFICATIONS and TECHNICAL
SPECIAL PROVISIONS.
Method of measurement and basis of payment for material and work performed in conformance with
the FDOT Standard Specifications and Technical Special Provisions shall utilize the Bid Items as
indicated in PART C - BID SCHEDULE, and all other applicable sections of the reference
specification section shall remain in effect except as modified herein~ The lump sum and/or unit
price bid shall be full compensation for labor, equipment, materials and incidentals necessary to
complete the Work in conformance with the Contract Documents.
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IMMOKALEE ROAD - U.S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO. 05-3788
SPECIAL PROVISIONS
These Special Provisions amend or supplement the 2004 edition of the Florida Department
of Transportation (FDOT) Standard Specifications for Road and Bridge Construction
and/or the Supplemental Specifications to the 2004 edition of the FDOT Standard
Specifications for Road and Bridge Construction.
DIVISION 1 - GENERAL REQUIREMENTS AND COVENANTS
SECTION 1 - DEFINITIONS AND TERMS
ARTICLE 1-3: Delete the definitions of the underlined terms below in their entirety and
substitute the following definitions in lieu thereof:
Department - The Collier County Transportation Services Division.
Engineer - The Collier County Transportation Services Division Administrator or his
designated County Project Manager.
Holidays - Holidays as designated by the Collier County Board of County
Commissioners.
Proposal Form - The official Collier County bid form contained in the bid proposal.
Secretary - The Chairman, Collier County Board of County Commissioners, acting
directly through County Manager or the Transportation Services Division Administrator.
State - The Collier County Board of County Commissioners, Collier County, Florida, as
Owner.
SECTION 2 - PROPOSAL REQUIREMENTS AND CONDITIONS
ARTICLES 2-1, 2-2, 2-5, 2-6, 2-7, 2-8, 2-9, 2-10, AND 2-11: Delete in their entirety. Retain
Articles 2-3,2-4, and 2-12.
SECTION 3 - AWARD AND EXECUTION OF CONTRACT
ARTICLES 3-1 THROUGH 3-9: Delete in their entirety.
SECTION 4 - SCOPE OF THE WORK
ARTICLE 4-3.1: Add the following to the end of the first paragraph.
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"It is anticipated that construction by others may be underway near or within this project during
the life of this Contract. Coordinate construction operations with those of other Contractors as
necessary. "
SECTION 5 - CONTROL OF THE WORK
AUTHORITY OF THE ENGINEER
ARTICLE 5-5: In the second line, delete the words "...State Construction..." and add the
following after the second paragraph:
''The Engineer shall order such changes and execute such supplemental agreements as he
may decide as provided for under the Sections of these specifications. The provision of this
article or elsewhere in this Contract regarding administration by the County or action taken
pursuant thereto is not intended to and shall not relieve the Contractor of his responsibility for the
management of the work either as regards sufficiency or the time of performance."
AUTHORITY AND DUTIES OF THE ENGINEER'S ASSISTANTS
ARTICLE 5-6: In the first line, delete the words "...State Construction..."
CONTROL POINTS FURNISHED BY THE DEPARTMENT
ARTICLE 5-7.1: Delete the first and second paragraphs of this subarticle and add the following
paragraphs:
"Adequate vertical and horizontal control, both field established and as shown on the
project plans, shall be provided by the Engineer to facilitate the proper layout of the work by the
Contractor. The Contractor shall preserve all such reference points and bench marks furnished.
The Contractor shall carefully compare all lines and levels given on the plans with
existing lines and levels, and shall call any discrepancies to the attention of the Engineer, in
writing, for a proper determination before proceeding with the work. In any event, the Contractor
shall be responsible for the accuracy of the work and shall make good any work performed in
error, at no cost to the County.
Stakes, monuments, bench marks, and other control points provided by the County shall
be scrupulously preserved by the Contractor. The cost of preserving/relocating survey reference
points or monuments shall be included under pay item number 101-1. In the event that stakes or
other control points are willfully or carelessly destroyed or disturbed, they shall be reset at the
sole expense of the Contractor".
PERSONNEL. EQUIPMENT AND RECORD REQUIREMENTS
SUBARTICLE 5-7.5: Add the following to this subarticle:
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"The Contractor shall utilize the services of a Professional Land Surveyor pursuant to the
requirements set forth in Chapter 472, Florida Statutes, as amended. All construction surveying
and layout work to be provided herein shall be coordinated with and subject to the approval of
the Engineer."
ARTICLE 5-9. 5-10.5-11. 5-12. and 5-13:
Delete them in their entirety. See General Terms and Conditions.
SECfION 5:
Add the following articles to Section 5:
5-14 "AS BUILT" DRAWINGS AND RECORD DRAWINGS:
The Contractor shall keep and maintain in his field office or in the superintendent's
vehicle one (1) Contract copy of all project plans, drawings, specifications, addenda, written
amendments, change orders, work directive orders, supplemental agreements, and other written
interpretations and clarifications and shall be annotated by the Contractor to show updated
construction deviations as well as design changes authorized by the Engineer during
construction.
Subsequent to the engineer's written approval of all "as-built" information, data and the
like, secured by the Contractor's Professional Land Surveyor, the County shall provide the
Contractor with an electronic design copy of the design drawings as bid. Forthwith, all "as-built"
information shall be drafted upon such drawings, plotted on mylar (22" X 34") and certified,
signed and sealed by the Contractor's Professional Land Surveyor. These final mylar plans shall
become the property of the County. In lieu of mylar "as-built" plans, an electronic set of "as-
built" plans in AutoCadd (.dwg) format may be substituted. If the Contractor elects to produce
electronic "as-built" plans, the County will provide a CD containing electronic files of the design
plans in AutoCadd (.dwg) format to the Contractor 90 days prior to the scheduled project
completion. This project is in English units. The scale of the electronic "as-built" files shall be
1:1 in the project coordinate system. A certified copy of all written and computer generated field
notes, developed by the Contractor's Professional Land Surveyor in performing "as-built"
surveys, shall be submitted with the "as-built" plans, regardless of "as-built" plan format.
limits of the "as-built" survey shall be the actual limits of the project right-of-way
including temporary construction easements and temporary driveway reconstruction easements
plus 25 feet, but in no case, less than any facility constructed as part of this project. Larger scale
details shall be provided to clarify any complicated or complex areas. All "as-built" survey data
shall also be provided in computer form, Ascn format and shall include X, Y and Z coordinates
with complete point descriptions. Each point or feature shall have a corresponding point or points
in the ASCn file and the descriptions in the AScn file shall correspond to call outs and
descriptions of the point and feature in the survey. The horizontal and vertical control established
and shown on the plans shall be the basis of the "as-built" survey. The horizontal accuracy of all
facilities located by the "as-built" survey shall be 0.1 feet. The vertical accuracy of all facilities
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located by the "as-built" survey shall be 0.01 feet. Additionally, all work under this article shall
conform to Florida Statute Chapter 472 and Florida Administrative Code Chapter 61 G-17-6005.
The cost of preparing, maintaining, and providing "as-built" plans and documents as
specified in this article shall be in included in the lump sum unit price bid for Pay item 101-1
Mobilization.
The Engineer will not authorize release of the final contract payment and final retain age
until such time as the Contractor has delivered a complete set of "As-Built" plans and other
document which are in compliance with the provisions of this article.
SECTION 6 - CONTROL OF MATERIALS
ARTICLE 6-1
Delete this article in its entirety.
Subarticle 6-3.4
Delete this subarticle in its entirety.
Subarticle 6-4.4
Add the following to this subarticle;
"The contractor shall pay for the County's cost of all unacceptable retests which are
rejected at the source of supply."
Subarticle 6-5.1
paragraph:
Delete the last sentence of this subarticle and add the following
"Except where otherwise indicated in these specifications, the on-site project field testing
of selected materials and laboratory testing of concrete and soil materials required by the
Engineer shall be provided by and at the expense of the County and the Contractor shall
coordinate and schedule the required testing. Also, the Contractor shall pay for the cost of
all unacceptable field and laboratory tests which reveal that the materials failed to meet
the requirements of these specifications.
The cost of such failing tests and re-testing will be deducted from the amount due the
Contractor on the final pay estimate. The cost per test will be the same total cost per test
paid by the County. The Contractor shall notify the Engineer twenty-four (24) hours prior
to the time of required testing so that the Engineer may arrange to have his representative
present."
Subarticle 6-5.6
Subarticle 6-5.6 is expanded by the following new sub-subarticle:
6-5.6.1 Review and Acceptance of Materials.
The Contractor shall furnish to the Engineer, for review, all Contractor's, subcontractor's
and manufacturer's drawings, which shall be deemed to include shop drawings, catalog
cuts, brochures, illustrations, erection drawings, material lists and performance data,
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which may be required by the specifications, requested by the Engineer or otherwise
necessary for the proper execution of the work.
Items requiring shop drawing or other Engineer approval shall not be ordered until
Engineer approves the submittal.
Unless otherwise provided, not less than four (4) copies, plus those copies necessary for
the Contractor's requirements, of all such drawings shall be submitted to the Engineer for
review. The Contractor shall submit all such drawings to the Engineer in sufficient time
to prevent delays in delivery of materials or in the progress or completion of the work. A
minimum 14 day review period will be required. 30 days prior to submitting shop
drawings, Contractor shall notify Engineer of approximate magnitude and time
constraints of submittal.
At the time of each submission, the Contractor shall, in writing, call the Engineer's
attention to any intentional or known deviations that the shop drawings may have from
the requirements of the contract documents.
The data shown on the shop drawings shall be complete with respect to dimensions,
specifications section, drawings number, date, design criteria, materials of construction
and the like to enable the Engineer to review the information as required.
Where called for, the Contractor shall furnish two (2) samples of each material, texture,
color, etc. clearly labeled as to name and quality of material, manufacturer and
application on the job.
No work requiring a shop drawing or sample submission shall be started until each
submission has been reviewed and approved by the Engineer.
The Engineer's review of shop drawings or samples will not relieve the Contractor from
his responsibility for any deviations from the requirements of the Contract Documents
unless the Contractor has in wiring called the Engineer's attention to such deviations at
the time of submission and the Engineer has given written comments on the specific
deviation, not will it relieve the Contractor from errors or omissions in the shop drawings.
Shop drawing submittals processed by the Engineer shall not be construed as change
orders; the purpose of shop drawing submittals is to demonstrate to the Engineer that the
Contractor understands the design concept, and that his understanding is demonstrated by
indicating the equipment and material to be furnished and installed. Corrections or
changes indicated by the Engineer on the shop drawings do not constitute authorization to
perform extra work.
The review of shop drawings and schedules shall be considered general and shall not be
construed as permitting any departure from the Contract requirements. The design
drawings and contract specifications shall take precedence over the shop drawings in the
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event of deviations, discrepancies, or conflicts, regardless of the time of discovery of the
deviation, discrepancy, or conflict.
One (1) complete set of all review shop drawings and samples shall be kept at the site at
all times. During work specified or shown on the shop drawings, the Contractor shall
make no deviation from the reviewed drawings, and the changes made thereon by the
Engineer, if any.
The Contractor shall, upon completion of the work, furnish to the Engineer, two (2)
complete sets of prints neatly bound together, and in good condition, of all the
contractor's subcontractor's and manufacturer's drawings as finally checked and
reviewed by the Engineer with all modifications accepted by the Engineer subsequent
thereto, showing the work as actually completed.
Subarticle 6-5.10 Delete the provisions of this subartide in their entirety and
substitute the following in lieu thereof'
"6-5.10 Asphaltic Concrete Mix Designs: The responsibility for costs associated with
mix(es) for asphaltic concrete shall be borne by the Contractor."
Subarticle 6-6.2
This subarticle is expanded as follows:
"For areas within the project limits, outside the clear zone, approved by the Engineer as
sites suitable for storage of materials, the Contractor shall, if deemed necessary by the
Engineer, design, furnish, and install "temporary positive barrier systems" in
conformance with the guidelines set forth in FDOT Standard Index 600. The work of
designing, furnishing, installing, maintaining and removing such barriers shall be
included in the Contractor's price bid for Maintenance of Traffic, Contract Pay Item No.
102-1."
ARTICLE 6-8
Delete this article in its entirety.
SECTION 7 - LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC
Sub article 7-1. Expand this subarticle asfollows:
"The Contractor's attention is directed to the fact that the noise generated by his
construction equipment and/or operations must comply with all applicable Federal, State
and local environmental regulations. In the event noise sensitive sites are identified
during construction, the County may direct that effective and/or additional abatement
measures be utilized. The Contractor shall specifically comply with Collier County
Ordinance 77-4 as amended. No additional or separate payment shall be authorized to
comply with the required abatement measures contained in this ordinance."
Subarticle 7-2.1
Expand this subarticle as follows:
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''The permits listed in Exhibit K have been procured by the County and will be
transmitted to the Contractor prior to actual commencement of Contract work or prior to
the issuance of the 'Notice to Proceed to Contract Work', whichever date is the later.
The contractor shall comply with the provisions contained in the above permits. No
additional payment shall be made for this requirement. Any extra work incurred by the
Contractor beyond that shown in the plans, the above permits, or otherwise specified in
these Special Provisions shall be considered by the Engineer for additional payment
pursuant to the contract documents."
If Contractor elects to dewater any part of his contract activities, including but not limited
to trenching, canal excavation, culvert, drainage or utility construction, the Contractor
shall acquire at Contractor's sole expense all necessary permits from Department of
Environmental Protection and South Florida Water Management District. Contractor
shall be solely responsible for any delays caused in acquiring the required permits and
will not be entitled to additional contractor for milestone or overall project completion.
Subarticle 7-2.2
Add the following paragraph to this subarticle:
The Contractor shall furnish all supervision, labor, materials and equipment and shall
perform all the necessary services for environmental testing and reporting activities in the
specific manner and form required by the South Florida Water Management District
(SFWMD) and Environmental Resource Permit (ERP) as described in Exhibit K,
'Regulatory Permits' .
Add the following subarticle to Article 7-2:
Subarticle 7-2.2.1
"7-2.2.1 NATIONAL POllUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES) PERMIT CONDITIONS: Storm Water Pollution Prevention Plan (SWPPP):
The Contractor shall be responsible for developing the SWPPP in accordance with the
terms and conditions of the Florida Department of Environmental Protection GENERIC
PERMIT FOR STORMW ATER DISCHARGE FORM LARGE AND SMAll
CONSTRUCTION ACTIVITIES. The generic permit and required forms are provided in
Exhibit K-6 in these Contract Documents.
The Contractor, and his subcontractors, shall be responsible for implementing the best
management practices and measures identified in the SWPPP. The Contractor, and any
sub-contractor must acknowledge that he understands the terms and conditions of the
permit. The Contractor and his subcontractors shall make such certification in the form
entitled "Contractor's Certification Pollution Prevention Plan" to be provided by the
County. Such certification shall be made part of this contract document.
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In the event there are no permits required to construct the project, or the approved pennits
do not specifically address erosion and water pollution or they do not contain special
conditions relating to erosion and water pollution, the project erosion control plan shall
be governed by Subarticles 7-1.1, 7-2.2, 7-8.1, 7-8.2, and Articles 104-1 through 104-10."
ARTICLE 7-4
thereof:
Delete the 2nd paragraph of Article 7-4 and insert the following in lieu
"Contractor shall locate, procure and pay all costs for obtaining off-site borrow material. "
ARTICLE 7-5 Delete the provisions of this article in their entirety and substitute the
following in lieu thereof:
"7-5 Restoration of Surfaces Opened by Permit. The Owner reserves the right to allow parties
other than the Contractor or its subcontractors, upon presentation of a duly authorized and
satisfactory Collier County Rights-of-Way Pennit, to make openings in the existing highway
within the limits of construction. In all such instances, the Contractor will afford parties bearing
such permits reasonable opportunity for the proper execution of the work under Permit including
the right to store materials and equipment. All parties authorized to perform work within the
right-of-way shall make, in an acceptable manner, all necessary repairs due to such openings and
such work ordered by the Engineer shall be subject to the conditions specified in Collier County
Ordinance No. 82-91."
Subarticle 7-7.2
Expand this subarticle as follows:
''The Contractor's attention is directed to the fact that it will be his responsibility to
determine the means of transport of the oversize and/or overweight structural members
from the site of casting of fabrication to the project site."
Subarticle 7-7.3
Delete the text and substitute the following:
"Where it is necessary to cross an existing County road or street, including specifically
the existing and proposed travel lanes within the limits of the project, permits will be
granted by the Engineer, upon the request of the Contractor, for such crossing by
overloaded or oversize equipment and crossing will be permitted only at designated
points. The Engineer will designate the point, or points, at which the crossing shall be
made, and may require protection of the pavement at the crossing by use of lumber,
planks, asphalt, fill or other materials. The Contractor will be required to provide flagging
and watchman service, or approved signal devices, for the protection of traffic at all such
crossings, in accordance with an approved maintenance of traffic plan to be submitted by
the Contractor for such purpose."
Subarticle 7-7.5
Delete the text and substitute the following:
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'The Contractor shall, at Contractor's expense, hire a Professional Engineer, registered in
the State of Florida, to analyze the effect of imposed loads on structures or underground
facilities resulting from the following operations:
(1) Overloaded Equipment as defined in 7-7.2
a) operating on or crossing over completed structures, or completed
underground facilities.
b) operating on or crossing over partially completed structures or partially
completed underground facilities.
(2) Equipment within legal load limits:
a) operating on or crossing over partially completed structures or partially
completed underground facilities.
A completed structure or underground facility (storm, sanitary and water pipe systems;
underground utility structures, etc.) is a structure or underground facility in which all
elemental components comprising the total load carrying assembly have been completed,
assembled and connected in their final position. The components to be considered shall
also include any related mediums transferring load to any structure or underground
facility such as backfill, embankment, subgrade, base and pavement where any such
structure or underground facility is situated beneath the finished surface.
The Professional Engineer shall determine the effect the equipment loads have on the
structure and the procedures by which the loaded equipment can be used without
exceeding the load capacity for which the structure was designed.
The Contractor shall submit to the Engineer for approval eight (8) copies of design
calculation, layout drawings and erection drawings showing how this equipment is to be
used so that the structures will not be over stressed. These requirements as specified
under 7 -7.5 shall be prerequisite and mandatory to securing a permit for overloaded
equipment as indicated in 7-7.2 and 7-7.3."
ARTICLE 7-9
following:
Delete the provisions of this article in its entirety and substitute the
"The use of explosives on this project is not permitted."
Subarticle 7-11.1
The following is added to this subarticle:
"Damage to Collier County Water-Sewer District pipelines and structures shall be
repaired in accordance to the Collier County Utilities Standards and Procedures
Ordinance No. 97-17 and all amendments thereto. All other property damaged shall be
restored to a condition similar or equal to that existing before such damage or injury was
done by the Contractor, and at his own expense, or he shall make good such damage or
injury in an acceptable manner."
Subarticle 7-11.6.3 The following is added to this article:
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''The utility work which will be accomplished concurrently with the highway construction
contract will involve facilities owned by the agencies listed below:
Florida Power & Light Company (Power)
Sprint-Florida, Inc. (Telephone)
Collier County Utilities (Water, Sewer, Reclaimed Water, Raw Water)
Comcast (Cable TV)
Time Warner (Cable TV)
TECO/Peoples Gas (Natural Gas)
AT&T
Qwest (Communications)
Where utility work must be coordinated with highway construction operations, the
portion of the anticipated relocation period covering such concurrent work mayor may
not begin on the day highway construction commences and mayor may not be
consecutive working days.
Contractors or its subcontractor shall coordinate anticipated utilities schedule of
relocation and/or adjustments with affected utilities listed above."
Subarticle 7-12.1
Delete this subarticle in its entirety. See Section 13 in Exhibit H.
ARTICLE 7-13 Delete this article in its entirety. See Section 13 in Exhibit H, and Exhibit
B "lnsurance Requirements".
ARTICLE 7-14
Delete this article in its entirety. See Section 25 in Exhibit H.
ARTICLE 7-16
Delete this article in its entirety.
ARTICLE 7-17 Delete the provisions of this article in their entirety and substitute the
following in lieu thereof'
"Supplemental Agreements (inclusive of Change Orders) shall be authorized in accordance with
purchasing policies adopted by the Owner."
ARTICLE 7-23
Delete this article in its entirety.
SECTION 8 - PROSECUTION AND PROGRESS
Subarticle 8-3.2 Delete the first paragraph of this subarticle in their entirety. See
Section 3 in Exhibit H.
Subarticle 8-3.3 In the ninth line delete the phrase "30 days" and substitute the
phrase "150" days in lieu thereof
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.
Subarticle 8-3.5 Delete the provisions of this subarticle in their entirety and
substitute the following in lieu thereof:
"Preconstruction Conference: After the award of contract and prior to the issuance of
the 'Notice to Proceed with Contract Work', a conference will be held to discuss the date
for the 'Notice to Proceed' and the effective date to be contained therein, to establish
procedures for handling shop drawings and other submissions and for processing
applications for payment, and to establish a working understanding between the parties as
to Contractor's project management responsibilities.
Present at the conference will be the Contractor and his Subcontractors, Utility companies
and the Engineer. In addition, the following individuals from the South Florida
Water Management District shall be invited to attend the conference: William Foley,
P.E. (Phone 239-338-2929) and Michael Hussion (phone 239-597-1505). The time and
place of this conference will be set by the Engineer. The Contractor shall be represented
at the conference by a person authorized to speak on behalf of the Contractor, together
with all of the Contractor's supervisory personnel who will be on the project continually;
and shall submit all required plans, sketches, data and other material at that time as
specified in the special provisions and standard specifications. The Contractor shall
submit the following minimum information to the Engineer for his review and approval
on or prior to the date established for the pre-construction conference:
a. Name/qualifications of the Contractor's proposed full-time superintendent.
b. Name qualifications of the Contractor's representative for implementing
and maintaining the Maintenance of Traffic plan during construction.
c. Listing/qualifications of the Contractor's proposed subcontractors.
d. Project Schedule.
e. Maintenance of Traffic plan.
f. Quality control plan per section 330-2.2 of the standard specifications.
g. Typel1ocation of Contractor's proposed field office if part of the Contract.
h. Name/qualifications of Contractor's registered land surveyor and/or non-
registered Land surveyor.
1. Name/qualifications of Contractor's safety officer.
Subarticle 8.3.6
Add the following new subarticle to article 8-3.
"8-3.6 Progress Meetings: The Contractor shall attend regular progress meetings with
and between the Owner field representatives and those of the Contractor, subcontractors,
utility companies, and other parties having an interest in the Contract. The progress
meetings shall be hosted by the Owner and held at locations to be mutually agreed upon
by the Owner and the Contractor at one (1) week or two (2) week intervals, as directed by
the Engineer, unless otherwise required by specific construction conditions. The purpose
of such meetings shall include, but not be limited to, discussing all general aspects of the
project and specifically addressing problem areas, schedules, progress payments, and
other construction related items and issues."
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Subarticle 8-4.1.1
Add the following new subarticle to article 8-4.1.
"8-4.1.1 Holiday and weekend work: If work is authorized by the Engineer on holidays
and weekends, the Contractor shall notify the Engineer seventy two (72) hours in advance
of the time and date on which the Contractor or any of his subcontractors propose to
perform work during such time periods to afford the Engineer ample time to effectively
schedule his inspection personnel in accordance with the Contractor's timetable."
Subarticle 8-4.2
Add the following to this subarticle:
"Specific requirements pertaining to the sequence of operations for constructing the
project and maintaining traffic shall be included in the Contractor's project schedule."
Subarticle 8-4.4 Delete the first paragraph in its entirety and substitute the
following in lieu thereof"
"The Contractor shall schedule his work, dispose of his materials, and operate his
equipment in a manner so as to not interfere with or delay the operations of other
contractors engaged in work within or adjacent to the limits of construction under this
Contract. Also, the Contractor shall, in accordance with the intent and spirit of the plans
and specification, coordinate and join his work to that of other contractors in the proper
sequence as may be directed by the Engineer. "Other Contractors" as stated above shall
mean the County, utility companies, or other general Contractors authorized by, or having
separate agreements, with Collier County or the State of Florida Department of
Transportation."
ARTICLE 8-5
Add the following to this article:
"The Contractor shall have a competent full-time superintendent on the project at all times
whenever the Contractor's work crews, or work crews of other parties authorized by the
Engineer, are engaged in any activity whatsoever associated with the project. Should the
Contractor fail to comply with the above condition, the Engineer may at his discretion deduct
from the Contractor's partial monthly payment estimate, sufficient monies to account for the
County's loss of an adequate project superintendent, not as a penalty, but as liquidated damages
for services not rendered. The Contractor shall assign a full-time superintendent, located in the
approved field office, whose duty it shall be to routinely and constantly supervise, manage, plan,
monitor, schedule, and control the construction operations on behalf of the Contractor. The
Contractor shall not replace the assigned full-time superintendent without the Engineer's review
and approval. An equipment operator will not be considered as a full-time superintendent."
Sub article 8-6.3 Delete the provisions of this subarticle in their entirety and
substitute the following in lieu thereof"
"8-6.3 Permission to Suspend Work. The Contractor is not authorized to suspend or cease
construction activities, operations, or maintenance of constructed improvements, nor
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remove equipment or materials necessary for the uninterrupted continuance of the work,
unless such suspensions or cessations of work are approved by the Engineer in writing."
Subarticle 8-7.3.2 Delete the third sentence of the first paragraph. Delete the
provisions of the second paragraph in its entirety and substitute the following in lieu
thereof:
''This is a calendar day contract and no additional time will be allowed for weather delays
except for floods, hurricanes, other force majoure or unforeseeable event in whole or part
beyond the control of the Contractor, a subcontractor or material supplier. In the event
such an event occurs the following procedures shall be followed to determine if any
additional time is due the contractor.
The effect of the adverse weather conditions other force majoure or unforeseeable event
which negatively impacts upon or delays the Contractor's controlling of critical activities
shall be evaluated on the date of each occurrence by the Engineer and the Contractor's
superintendent. All pertinent and causative data for each event rain day which Contractor
considers result in a delay of one or more critical or controlling items of work shall be
recorded and documented by both parties. Seasonal or un seasonal rainfall will not be
considered a viable cause for resultant impacts and delays, if any.
Contract time extensions shall not accrue nor be granted automatically during the course
of the work. Rather, the determination of whether time extensions will be granted to the
Contractor shall only occur at the completion of all Contract work, and only if requested
by the Contractor in writing. Moreover, considerations for granting additional Contract
time for rain-induced delays shall be subject to the Contractor's submission of detailed
project records including evidence of same as depicted by pertinent time/activity
information on the project schedule. Additionally, as a prerequisite to the Engineer
reviewing the contractor's request to grant an extension of Contract time for any reasons
whatsoever, the Contractor shall provide a copy of the Project Schedule which shall
clearly indicate the dates and events contributing to the delay(s) under consideration."
Subarticle 8-10.1
Delete this subarticle in its entirety
Subarticle 8-10.2 Delete the provisions of this subarticle in their entirety and
substitute the following in lieu thereof"
"8-10.2 Amount of Liquidated Damages: For each calendar day, as specified in
the Contract, that any work remains incomplete after the Contract time (including all
extensions and adjustments) the sum specified in the Contract as liquidated damages will
be deducted from any money due or to become due the Contractor or his Surety as
defined in Section 8-12. Such deducted sums shall not be deducted as penalty but shall be
considered liquidation of a reasonable portion of damages that will be incurred by the
Owner should the Contractor fail to complete the work in the time provided in his
Contract."
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ISSUED FOR BIDDING 1-10-05-
ARTICLE 8-11 Delete the provisions of this article in its entirety and substitute the
following in lieu thereof'
"8-11 Termination of Contractor's Responsibility: The Contract will be considered completely
fulfilled when all construction work has been satisfactorily completed by the Contractor and
accepted in writing by the Collier County Board of County Commissioners during an authorized
formal session. Pursuant to Section 9-11, the Contractor will then receive the Final Payment
(including the value of previously disputed claims, if such claims are resolved among and
between the Contractor and the Board of County Commissioners during the authorized formal
session held for such purpose), and will also be formally released from further legal obligation
under the Contract, except as set forth in his Bond, and except as provided in Exhibit H. The
Board of County Commissioners shall render decisions in this matter in the best interest of
Collier County."
SECTION 9 - MEASUREMENT AND PAYMENT
Subarticle 9-2.1.1: Delete Subarticle 9-2.1.1 in its entirety and add the following new
Subarticle 9-2.1.1:
"Subarticle 9-2.1.1 Bituminous Material Price Adjustment: A primary cost factor of this
bid is based on the price of petroleum. Conditions in this market are highly unstable and
beyond the control of the bidder. Therefore, the prices bid for asphalt may be adjusted
each month based on the increase or decrease of liquid asphalt. Any adjustment will be
determined by the Florida DOT Asphalt Price Index. For each $.01 per square yard or
$.20 per ton.
Each increase or decrease by the successful supplier must be accompanied by a letter to
the Purchasing Department, with copies to the Finance Department and the
Transportation Road Maintenance Contracts Agent stating the price changes and
substantiating the change with a copy of the current month's Florida DOT Asphalt Price
Index and original certified bituminous material supplier invoices and bills of materials.
9-2.1.2 Gasoline and Diesel Fuels are deleted in its entirety."
ARTICLE 9-3
Add the following subarticle to 9-3.1
"Subarticle 9-3.1.1 Allowances
Included within the Bid Schedule are Allowances for various elements of the work that,
although engineered, may encounter unforeseen conditions, some of which may be of a
public health and safety nature. The Owner has determined the amount of these
allowances and considers them reasonable budgetary estimates to promptly manage
unforeseen conditions, including those of a public health and safety nature. Allowances
may not fully represent the actual cost of work. If the cost of work resulting from
unforeseen conditions exceeds the allowance amount, the Owner will provide additional
allowance funds to complete the work or the Owner will accept the work in its current
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state of completion. Upon approval by the Owner, Allowances may be used by the
Engineer to pay costs and expenses associated with the categories indicated below.
ROADWAY & DRAINAGE ITEMS
SIGNING & PAVEMENT MARKING ITEMS
SIGNALIZATION ITEMS
UGlITING ITEMS
COUNTY UTillTIES ITEMS
STRUCTURES ITEMS
$300,000.00
$ 3,000.00
$ 30,000.00
$ 45,000.00
$850,000.00
$ 30,000.00
ARTICLE 9-4
Delete the provisions of this article in their entirety.
Subarticle 9.5.1
following:
Delete the second paragraph of this subarticle and substitute the
Percentage of Contract
Amount Completed
Amount Retained
0% to 50%
10% of value of Contract Amount work completed
50% to 100%
10% of value of Contract Amount work completed or
less as detennined by the Owner as set forth in the
County Purchasing Policy.
Subarticle 9-5.4
following:
Delete the first paragraph of this subarticle and substitute the
"When the Engineer has given the Contractor a written Notice of Final Acceptance, and
the Contractor has furnished the County all submittals required by the Contract such as
invoices, materials certifications, etc. (excluding Contractor's letter of acceptance of final
amount due) and the Engineer has determined that the measurement and computation of
pay quantities is correct, the retainage may be reduced to $5,000 plus any amount the
County elects to deduct for unsatisfied claims for labor or material or for defective work
as provided in 9-6.3."
Subarticle 9-5.5.1
Add the following condition to the second paragraph:
"(7) The Engineer will not authorize partial payments for materials stockpiled until
such time as the Contractor furnishes the County evidence of legal title for the materials
under consideration, free of liens or encumbrances of any kind. In addition to the receipt
of certified invoices to document the value of materials received, the Engineer may
request a properly executed Affidavit or Release of Lien attesting to the purchase of such
materials."
Add the following to Article 9.5
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ISSUED lR QD~NG Ho-;
"9-7.7 Substitution of Securities for Retainage. At the Contractor's option, he may
request that the Owner accept (in lieu of the retainage on partial payments described in
the article titled PARTIAL PAYMENTS of this section) the Contractor's deposits in
escrow under the following conditions:
a) The Contractor shall bear all expenses of establishing and maintaining an
escrow account and shall enter into an escrow agreement acceptable to the
County.
b) The Contractor shall deposit to and maintain in such escrow only those
securities or bank certificates of deposit as are acceptable to the County
and having a value of not less than the retainage that would otherwise be
withheld from partial payment.
c) The Contractor shall obtain the written consent of the Surety to such
agreement. "
Subarticle 9-5.6 Delete the first three lines of the first paragraph and the first
sentence shall read:
"The prime Contractor shall certify.. . for all work completed and materials furnished."
Subarticle 9-6.1
Add the following to this subarticle:
"Not later than one month after the date of completion of the project, the Contractor shall
furnish to the Engineer a certification of construction materials procured for the project
by the prime and all subcontractors. This certification shall consist of a summary showing
the quantity, unit of measure and kind of material, name of supplier and inclusive dates of
purchase and shall include an affidavit, all to be completed on forms which are to be
furnished by the Engineer or copies made there from."
ARTICLE 9-8 Delete the provisions of the second paragraph in their entirety. Delete the
provision of Paragraphs if) and (g) in their entirety.
ARTICLE 9-9 Delete the provisions of this article in their entirety and substitute the
following in lieu thereof:
"9-9 Payments
As used in this article the terms "dispute" or "pending claim" refer to a dispute or pending claim
between the Prime Contractor and the Owner.
The Engineer will petition the Board of County Commissioners to authorize Release of Final
Payment within ninety (90) days of receipt by the Engineer of all documents which are required
by the Contract from the Contractor with the exception of the Affidavit and Release of all
Claims, and the receipt of a consent letter from the Contractor's Surety for release of payment of
the retained percentage and final estimate to the Contractor. Should the Contractor, due to his
own actions, fail to return the Affidavit and Release of all Claims and the Surety's consent to the
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Engineer, within sixty (60) days of the above established date, then Final Payment will be made
by the Board of County Commissioners within thirty (30) days of receipt by the Engineer of said
documents. Final Payment shall not be made as to any amount which is in dispute or the subject
of a pending claim; and provided further, that Final Payment shall be so made as to that subject
of a pending claim; and provided further, that Final Payment shall be so made as to that portion
of a Contract or those amounts which are not in dispute or the subject of a pending claim. Such
partial payments, however, shall not constitute any bar, admission or, estoppel, or have any effect
as to those payments in dispute or the subject of a pending claim. The Contractor will receive the
Final Payment within ninety (90) days of receipt of all documents required by the Contract or
within thirty (30) days after receipt of the Affidavit and Release of all Claims and the Surety's
consent to the Engineer, if authorized for Release of Final Payment is given by the Board of
County Commissioners pursuant to Section 8-11.
ARTICLE 9-11
Add the following article to Section 9.
"9-11 Final Affidavit and Release of all Claims by Contractor. Upon completion of the work and
before the Final Payment is made, the Contractor shall execute an Affidavit and Release of All
Claims in favor of the Owner in the manner and on the form as contained in the contract
documents."
ARTICLE 9-12
Add the following article to Section 9.
"Before Final Payment will be approved, the Contractor shall furnish to the Owner a guarantee in
the form as found in the contract documents."
END OF SPECIAL PROVISIONS
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ISSUED FOR BIDDING 1-10-05
IMMOKALEE ROAD- U.S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO. 05-3788
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.
SUPPLEMENTAL SPECIFICATIONS
These Supplemental Specifications amend or supplement the 2004 edition of the FDOT
Standard Specifications for Road and Bridge Construction.
DIVISION II - CONSTRUCTION DETAILS
1. ALL SPECIFICATION SECTIONS
All quality control, verification and/or independent verification sampling
and testing for acceptance of materials or completed work will be
performed by the Engineer on the project site. The Engineer may perform
quality control, verification and/or independent verification sampling and
testing for acceptance at material production facilities or sources of supply.
2. SECTION 102 - MAINTENANCE OF TRAFFIC
Add thefollowing to subarticle 102-3.1
"The Contractor shall be responsible for the maintenance and operation of those signalized
intersections within the project limits throughout the duration of the project, with the
exception of signal timing adjustments. Signal timing adjustments will be the responsibility
of the County Traffic Operations Section. This includes all necessary timing adjustments to
implement the various maintenance of traffic phases. The Traffic Operations Department
requires 48 hour notice to schedule signal timing adjustments."
Delete subarticle 102-4 and substitute the following
The traffic control concepts provided in the plans have been included to show basic phasing
and access requirements. Milestone phasing is not reflected in the traffic control concepts.
All maintenance of traffic shall be in accordance with the FDOT 2004 Design Standards -
Index 600 series. The Contractor shall submit a complete maintenance of traffic plan that
has been signed and sealed by a professional engineer registered in the state of Florida to
the Engineer for review and approval at least 21 day prior to the start of construction. All
costs for maintenance of traffic including preparation of maintenance of traffic plans shall
be in included in the price bids for Pay Item 102-1 - Maintenance of Traffic.
Add the following to subarticle 102-5.3
"No long term lane closures shall be permitted on this project. All temporary lane closures
shall be confined to off peak hours of traffic flow. Peak hours are defined as 7:00 am to
9:00 am and 3:30 pm to 6:30 pm, Monday through Friday. All such temporary lane closures
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shall be removed 15 minutes before the peak hour until 15 minutes after the peak hour. No
temporary lane closures shall be permitted on Memorial Day, Fourth of July (actual date or
observed) Labor Day, the day before Christmas Day or the day before New Year's Day."
.
3. SECTION 105 - CONTRACTOR QUALITY CONTROL GENERAL REQUIREMENTS
Delete this Section in its entirety.
4. SECTION 331 - TYPE S ASP Alll..T CONCRETE, QUALITY ASSURANCE AND
ACCEPTANCE PROCEDURES
Add the following section
SECTION 331
TYPE S ASPHALT CONCRETE, QUALITY
ASSURANCE AND ACCEPTANCE PROCEDURES
SECTION 331
TYPE S ASPHALT CONCRETE, QUALITY
ASSURANCE AND ACCEPTANCE PROCEDURES
331-1 Description.
331-1.1 General: Construct a Type S Asphalt Concrete course (using the Quality Assurance
acceptance system) using the type of mixture specified in the Contract, or when offered as
alternates, as selected. If offered as alternates, meet the layer thickness criteria specified in 331-1.2.
Type S mixes are identified as Type S-I, Type S-II, or Type S-ill. The composition and physical
test properties for all mixes including Type S Asphaltic Concrete are shown in Tables 331-1 and
331-2. This Section establishes Acceptance Procedures for materials and work performed under
Sections 280,290,331,332,333,335, and 337.
Where Type S Asphalt Concrete is specified in the Contract, if approved by the
Engineer, the equivalent fine Type SP Asphalt Concrete mixture (Traffic Level C) meeting the
requirements of Section 334 may be selected as an alternate at no additional cost to the
Department. The equivalent mixes are as follows:
Type S-I. .............................................. Type SP-12.5
Type S-II.............................. ................ Type SP-19.0
Type S-ill .............................................. Type SP-9.5
Meet the requirements for plant and equipment specified in Section 320. Meet the
general construction requirements specified in Section 330.
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ISSUED FOR BID'O C 0-05 .
314 inch 1/2 inch 318 inch NO.4 No. 10 No. 40 No. 80 No. 200
[19.0 mmJ [12.5 mm] [9.5 mm] [4.75 [2.0 mmJ [425 ~m] [180 ~m] [75 ~m]
mml
S_15 100 88-98 75-93 47-75 31-53 19-35 7-21 2-6
S-W 83-98 71-87 62-78 47-63 33-49 19-35 9-18 2-6
S_1II5 100 88-98 60-90 40-70 20-45 10-30 2-6
Tvpe II 100 90-100 80-100 55-90 2-12
Type III 100 80-1 00 65-100 40-75 20-45 10-30 2-10
SAHM 100 0-12
ABC-1 100 0-12
ABC-2 100 55-90 0-12
ABC-3<l 70-100 30-70 20-60 10-40 2-10
FC-24 100 85-100 10-40 4-12 2-5
FC-35 100 88-98 60-90 40-70 20-45 10-30 2-6
b In inches [mm] or sieves [lJm].
100% passing 11/4 inch [31.5 mm] sieve and 94 to 100% passing 1 inch [25.0 mm] sieve.
~ 100% passing 1 1/2 inch [37.5 mm] sieve.
~ The Engineer may increase the design range for the No. 10 [2.00 mm] sieve for lightweight aggregates.
The Enaineer may retain UP to 1 % on the maximum sieve size.
Table 331-2 Non SI Units
Marshall Desian Properties For Bituminous Concrete Mixes
Minimum Flow** Air
Mix Marshall (0.01 Minimum Voids Minimum Effective VFA Voids Filled with
Type Stability VMA (%) Asphalt Content (%) Asphalt (%)
(Ibs.) in.) (%)
S-I 1 ,500* 8-13 14.5 4-5 *** 65-75
S-II 1,500* 8-13 13.5 4-5 *** 65-75
S-III 1,500* 8-13 15.5 4-6 *** 65-75
ITvDe II 500-750 7-15 18 5-16 6.0 -
Type 750-1,000 7-15 15 5-12 5.5 -
III
SAHM 300-500 7-15 15 5-16 6.0 -
ABC-1 500 7-15 15 5-16 6.0 -
ABC-2 750 7-15 15 5-14 5.5 -
ABC-3 1,000 8-13 14 4-7 *** 65-78
FC-2 - - - - - -
FC-3 1,500 8-13 15.5 4-6 *** 65-75
The minimum Marshall Stability for Type S mixes used on limited access facilities (Interstate. Turnpike, and
Expressways) shall be 1,800 Ibs.
"The maximum Flow value during production shall not exceed one point more than shown in the Table.
""The ratio of the percentage by weight of total aggregate passing the No. 200 sieve to the effective asphalt conten
expressed as a percentaae bv weiaht of total mix shall be in the range of 0.6 to 1.2.
Marshall Desi
Minimum
Marshall
Stability
kN
6.7*
6.7*
Table 331-2 SI Units
n Pro erties For Bituminous Concrete Mixes
Minimum
Effective
Asphalt VFA Voids Filled with Asphalt
Content % %
4-5
4-5
***
65-75
65-75
***
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S-1I1 6.7* 2.0-3.3 15.5 4-6 *** 65-75
Type " 2.2-3.3 1.8-3.8 18 5-16 6.0 -
Type III 3.3-4.4 1.8-3.8 15 5-12 5.5 -
SAHM 1.3-2.2 1.8-3.8 15 5-16 6.0 -
ABC-1 2.2 1 .8-3.8 15 5-16 6.0 -
ABC-2 3.3 1 .8-3.8 15 5-14 5.5 -
ABC-3 4.4 2.0-3.3 14 4-7 *** 65-78
FC-2 - - - - - -
FC-3 6.7 2.0-3.3 15.5 4-6 *** 65-75
I*The minimum Marshall Stability for Type S mixes used on limited access facilities (Interstate, Turnpike, am
Expressways) shall be 8.0 kN.
I*.The maximum Flow value during production shall not exceed 0.25 mm more than shown in the Table.
.*The ratio of the percentage by weight of total aggregate passing the 75IJm sieve to the effective asphalt conten
!expressed as a percentaae bv weiaht of total mix shall be in the ranae of 0.6 to 1.2.
The Engineer will accept the work on a LOT to LOT basis in accordance with the
applicable requirements of Sections 5, 6, and 9. The size of the LOT will be as specified in 331-6
for the bituminous mixture produced at the plant and as stipulated in 331-7 for the material placed
on the roadway.
331-1.2 Layer Thicknesses:
331-1.2.1 Structural Layers: The allowable layer thicknesses for Type S Asphalt
Concrete mixtures used in structural and overbuild applications is as follows:
Type S-III ...3/4 - 1 1/4 inches [20 - 30 mm]
Type S-L.l 1/4 - 2 1/2 inches [30 - 60 mm]
Type S-ll........ 2 - 2 3/4 inches [50 - 70 mm]
In addition to the minimum and maximum thickness requirements, the
following restrictions are placed on Type S mixtures when used as a structural course:
Type S-III - Limited to the final (top) structural layer, one layer only.
Type S-l - May not be used in the first layer of courses over 3 1/2
inches [90 mm] thick, nor in the first layer of courses over 2 3/4 inches [70 mm] thick on limited
access facilities.
Type S-ll - May not be used in the final (top) structural layer.
331-1.2.2 Additional Requirements: The following requirements also apply to Type
S Asphalt Concrete mixtures:
1. A minimum 1 1/2 inch [40 mm] initial lift is required over an Asphalt
Rubber Membrane Interlayer (ARMI).
2. When construction includes the paving of adjacent shoulders (#5 feet
[#1.5 m] wide), the layer thickness for the upper pavement layer and shoulder shall be the same
and paved in a single pass, unless shown differently in the plans.
3. All overbuild layers shall be Type S asphalt concrete. Use the minimum
and maximum layer thicknesses as specified in 331-1.2.1 unless shown differently in the plans. On
variable thickness overbuild layers, the minimum allowable thickness may be reduced by 1/2 inch
[13 mm], and the maximum allowable thickness may be increased 1/2 inch [13 mm], unless shown
differently in the plans. Other variations from these thicknesses must be approved by the Engineer.
331-2 Materials.
331-2.1 General Requirements: Meet the material requirements specified in Division III.
Specific references are as follows:
Superpave PG Asphalt Binder or Recycling Agent916-1, 916-2
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Mineral Filler....... ................ ........ ........... ........... ...917 -1, 917-2
Coarse Aggregate, Stone, Slag or Crushed Gravel Section 901
Fine Aggregate ......... ......................... ................... Section 902
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Asphalt concrete mixes containing crushed gravel as coarse aggregate component
must show no potential for stripping during laboratory testing for mix design verification.
Crushed Reclaimed Portland Cement Concrete Pavement may be used as a coarse
aggregate or screenings component subject to meeting all applicable specifications.
331-2.2 Specific Requirements:
331-2.2.1 Condition of Aggregate: Use clean aggregate containing no deleterious
substances. Do not use coarse or fine aggregate which contains more than 0.5% of phosphate.
331-2.2.2 Fine Aggregate and Mineral Filler: In laboratory tests, and for the purpose
of proportioning the paving mixture, consider all material passing the No. 10 [2.00 rom] sieve and
retained on the No. 200 [75 f.1m] sieve as fine aggregate, and the material passing the No. 200 [75
f.1Il1] sieve as mineral filler.
331-2.2.3 Screenings: Do not use any screenings in the combination of aggregates
containing more than 15% of material passing the No. 200 [75 f.1m] sieve. When two screenings are
blended to produce the screening component of the aggregate, one of such screenings may contain
up to 18% of material passing the No. 200 [75 f.1m] sieve, as long as the combination of the two
does not contain over 15% material passing the No. 200 [75 f.1Il1] sieve. Screenings may be washed
to meet these requirements.
331-2.2.4 Use of Reclaimed Asphalt Pavement (RAP): Subject to certain
requirements, Reclaimed Asphalt Pavement (RAP) may be used as a component material of the
asphalt mixture. Where the material is recovered from a FDOT project, the Composition of
Existing pavement may be available on the Department's web site. The URL for obtaining this
information, if available, is:
www II.myflorida.comlstatematerialsofficelBituminous/CentralBitLabl AsphaltCompositionslCom
positions.htm
RAP may be used as a component material of the bituminous mixture
subject to the following:
1. Assume responsibility for the design of asphalt mixes which
incorporate RAP as a component part.
2. Do not allow RAP to exceed 60% by weight of total aggregates for
Asphalt Base Courses nor more than 50% by weight of total aggregates for Structural and Leveling
Courses. Do not use RAP in Friction Courses.
3. Mount a grizzly or grid with openings of a sufficient size to
prevent clogging of the cold feed over the RAP cold bin.
Use a grizzly or grid over the RAP cold bin, in-line roller
crusher, screen, or other suitable means to prevent oversized RAP material from showing up in the
completed recycled mixture.
If oversized RAP material appears in the completed recycled
mix, cease plant operations and take appropriate corrective action.
4. Ensure that the RAP material as stockpiled is reasonably uniform
in characteristics and contains no aggregate particles which are soft or conglomerates of fines.
5. Ensure that the RAP has a minimum average asphalt content of
4% by weight of total mix. The Department reserves the right to sample the stockpile in order that
this requirement is met.
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.
When material milled from the project is used as a component of the asphalt -
mixture and a Composition of Existing Pavement is known, use the following procedures for
obtaining representative samples for the mix design:
1. Cut ten 6-inch [150 mm] cores in area(s) approved by the
Engineer. Fill the core holes immediately prior to opening to traffic.
2. Representative samples may also be obtained by milling the
existing pavement to the full depth shown on the plans for pavement removal for a length of
approximately 200 feet [60 m]. Immediately replace the pavement removed with the specified mix
in the Contract.
3. Submit a request in writing to the Engineer for any variance from
the above outlined methods of obtaining samples for mix designs.
When the RAP to be used as a component in a mix design is stockpiled from
a previous DOT project and the Composition of Existing Pavement is known, design the mix and
submit to the Department for verification.
When the composition of stockpiled RAP to be used as a component in a
mix design is not known, design the mix as follows:
1. Submit a bag of RAP, composed of samples from several
locations in the stockpile(s), to the Department at least four weeks prior to the planned start of mix
design. The Engineer will run viscosities on the reclaimed asphalt pavement and furnish the
information to the Contractor.
2. Run a minimum of six extraction gradation analyses of the RAP.
Take the samples at random locations around the stockpile(s).
3. Request the Engineer to make a visual inspection of the
stockpile(s) of RAP. Based on visual inspection, the Engineer will determine the suitability of the
stockpiled materials.
4. When the proposed mix design is submitted to the Department for
verification, submit the data from the extraction gradation analyses required above.
331-2.2.5 Binder for Mixes with RAP: Use a PG 67-22 where RAP is less than 20%
by weight of total aggregate; use a PG 64-22 where RAP is 20% or greater but less than 30% by
weight of total aggregate; use appropriate recycle agent where RAP is 30% or greater.
The Engineer reserves the right to change binder type and grade at design
based on the characteristics of the RAP binder, and reserves the right to request reasonable changes
during the production based on the requirements of 331-4.4.4.
331-2.2.6 Use of Recycled Crushed Glass: Recycled crushed glass may be used as a
component of the bituminous mixture subject to the following:
1. Consider the recycled crushed glass a local material and meet all
requirements specified in 902-6.
2. The percentage of recycled crushed glass in any bituminous mixture does
not exceed 15% of the total aggregate weight.
3. The asphalt binder used with mixtures containing recycled crushed glass
contains 0.5% anti-stripping agent from an approved source. The addition of the specified amount
of anti-stripping agent must be certified by the supplier.
4. Test bituminous mixtures containing recycled crushed glass in accordance
with AASHTO T 283 as part of the mix design approval. The minimum tensile strength ratio must
not be less than 80%. An increase in the amount of anti-stripping agent may be necessary in order
to meet this requirement.
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.
5. Recycled crushed glass must not be used in friction course mixtures nor in
structural course mixtures which are to be used as the final wearing course.
331-3 Permissible Variation for the Coarse Aggregate.
Size and uniformly grade or combine the aggregate or aggregates shipped to the job in such
proportions that the resulting mixture meets the grading requirements of the mix design.
331-4 General Composition of Mixture.
331-4.1 General: Use a bituminous mixture composed of a combination of aggregate
(coarse, fine or mixtures thereof), mineral filler, if required, and bituminous material. Ensure that
not more than 20% by weight of the total aggregate used is silica sand or local materials as defined
in Section 902. Consider the silica sand and local materials contained in any RAP material, if used
in the mix, in this limitation. Size, grade and combine the several aggregate fractions in such
proportions that the resulting mixture meets the grading and physical properties of the verified mix
design.
RAP meeting the requirements of 331-2.2.4 may be approved as a substitution for a
portion of the combination of aggregates, subject to all applicable specification requirements being
met.
331-4.2 Grading Requirements: In all cases, use a mix design within the design ranges
specified in Table 331-1.
331-4.3 Mix Design:
331-4.3.1 General: Prior to the production of any asphaltic paving mixture, submit a
mix design and representative samples of all component materials to the Department at least two
weeks before the scheduled start of production. The Engineer will verify the mix design before use.
Send a copy of the proposed mix design to the Engineer at the same time. (Open-graded mixes will
be designed by the Engineer.) Furnish the following information:
1. The specific project on which the mixture will be used.
2. The source and description of the materials to be used.
3. The gradation and approximate proportions of the raw materials as
intended to be combined in the paving mixture. The gradation of the component materials shall be
representative of the material at the time of use.
4. A single percentage of the combined mineral aggregate passing each
specified sieve. Degradation of the aggregate due to processing (particularly No. 200 [75 J.lIIl])
should be accounted for and identified for the applicable sieves.
5. A single percentage of asphalt by weight of total mix intended to be
incorporated in the completed mixture, shown to the nearest 0.1%. For structural mixes (S-I, S-ll
and S-Ill) establish the optimum asphalt content at a level corresponding to a minimum of 4.5% air
voids. For FC-3 mixes, establish optimum asphalt content at a level corresponding to a minimum
of 5.0% air voids.
6. A single temperature at which the mixture is intended to be discharged
from the plant.
7. The laboratory density of the asphalt mixture for all mixes except Open-
Graded Friction Courses.
8. Evidence that the completed mixture will meet all specified physical
requirements.
9. The name of the individual responsible for the Quality Control of the
mixture during production.
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331-4.3.2 Revision of Mix Design: Submit all requests for revisions to approved
mix designs, along with supporting documentation, in writing to the Engineer. In order to expedite
the revision process, a verbal revision request or discussion of the possibility of a revision request
may be made, but must be followed up with a written request. The verified mix design will remain
in effect until a change is authorized by the Engineer. In no case will the effective date of the
revision be established earlier than the date of the first communication with the Engineer regarding
the revision.
Provide a new mix design for any change in source of aggregate.
331-4.3.3 Resistance to Plastic Flow: Include with the submitted mix design test
data showing that the material as produced will meet the requirements specified in Table 331-2
when tested in accordance with PM I-T 245. Further, determine the bulk specific gravity of the
laboratory compacted bituminous mixture in accordance with PM I-T 166.
Determine the percent of unfilled voids and the percent of aggregate voids
filled with asphalt using the maximum specific gravity of the bituminous mixture and on the
asphalt content of each group of specimens prepared from the same sample. Determine maximum
specific gravity of the bituminous mixture by PM I-T 209.
331-4.3.4 Revocation of Mix Design: The Engineer will consider any marked
variations from original test data for a mix design or any evidence of inadequate field performance
of a mix design as sufficient evidence that the properties of the mix design have changed, and the
Engineer will no longer allow the use of the mix design.
331-4.4 Contractor's Quality Control:
331-4.4.1 Personnel: In accordance with the requirements of 331-5.2 provide the
necessary quality control personnel. Ensure that the Quality Control Technician is certified by the
Department and possesses a valid certificate of qualification. When it becomes evident to the
Department that the Quality Control Technician cannot perform as required by the position, the
Department will revoke the certification and require replacement with a certified technician.
331-4.4.2 Extraction Gradation Analysis: Sample the bituminous mixture at the
plant in accordance with PM I-T 168. Determine the percent bitumen content of the mixture in
accordance with PM 5-563, and determine the percent passing the standard sieves in accordance
with PM I-T 030. In the event the calibration factor for the mix exceeds 0.50%, conduct the
extraction and gradation analysis in accordance with PM 5-544 and PM 5-545, respectively. Show
all test results to the nearest 0.01. Carry all calculations to the nearest 0.001 and rounded to the
nearest 0.01, in accordance with the Department's rules of rounding.
Run a minimum of one extraction gradation analysis of the mixture for each
day's or part of a day's production and immediately following any change in the production
process. Take the quality control sample of mixture for the extraction gradation analysis each day
as soon as the plant operations have stabilized. Obtain the results in a timely manner (no later than
the end of the day) so that adjustments can be made if necessary.
On initial use of a Type S or FC-3 mix design at a particular plant, as a
minimum, run an additional extraction gradation analysis if more than 500 tons [450 metric tons]
of mixture are produced on the first day of production.
Extraction gradation analysis will not be required on the days when mix
production is less than 100 tons [90 metric tons]. However, when mix production is less than 100
tons [90 metric tons] per day on successive days, run the test when the accumulative tonnage on
such days exceeds 100 tons [90 metric tons].
Use the target gradation and asphalt content as shown on the mix design.
Any changes in target will require a change in the mix design in accordance with 331-4.3.2.
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If the percentage of bitumen deviates from the optimum asphalt content by
more than 0.55% or the percentage passing any sieve falls outside the limits shown in Table 331-3,
make the necessary correction. If the results for two consecutive tests deviate from the optimum
asphalt content by more than 0.55% or exceeds the limits as shown in Table 331-3 for any sieve,
stop the plant operations until the problem has been corrected. In addition, if the results of two
consecutive tests show an amount greater than 99.0% passing the 1/2 inch [12.5 nun] sieve for
Type S-I, an amount greater than 99.0% passing the 3/4 inch [19.0 nun] sieve for Type S-II, or an
amount greater than 99.0% passing the 3/8 inch [9.5 nun] sieve for Types S-ill or FC-3, stop the
plant operation until the problem has been corrected.
Maintain control charts showing the results of the extraction gradation
analysis (bitumen content and sieve analysis).
.
Table 331-3
Control Tests Extraction Gradation Anal sis
Percent Passin
7
7
7
7
7
5.5
4.5
3
2
331-4.4.3 Plant Calibration: At or before the start of mix production, perform a
wash gradation on a set of hot bin samples for batch or continuous mix plants or belt cut for drum
mix plants to verify calibration of the plant. When approved by the Engineer, extraction gradation
analysis of the mix may be used to verify calibration of the plant. This extraction gradation analysis
may also be used to fulfill the quality control requirements for the first day's production.
331-4.4.4 Viscosity of Asphalt in Mixes Containing RAP: When RAP is a
component material, the viscosity of the asphalt material in the bituminous mixture, determined by
the Engineer in accordance with ASTM D 2171, shall be 6,000 ::t 2,000 poises [600 ::t 200 Pa's].
This determination will be made on samples obtained by the Department on a random basis at a
frequency of approximately one per 2,000 tons [1,800 metric tons] of mix.
If the viscosity determined by the Engineer is out of the specified range,
adjust the binder formulation or blend of RAP in the mix to bring the viscosity within tolerance.
331-5 Acceptance Procedures.
The Department will approve all materials for acceptance through the Department's
Acceptance Procedures specified herein. The Engineer is responsible for determining the
acceptability of the construction and materials incorporated therein. The Contractor is responsible
for the quality of construction and materials incorporated therein. Accomplish all quality control
sampling and testing on a random basis in accordance with the approved Quality Control Plan. The
Department will perform all necessary sampling and testing for acceptance purposes on a random
basis as specified herein, in addition to monitoring and observing the Contractor's quality control
test procedures and results. Maintain effective quality control until final project acceptance.
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A LOT is defined as an isolated qnantity of a specified material prl.Q~ a Single.
source or operation, or it is a measured amount of specified construction produced by the same
process. In order to change the proc_ess, thereby necessitating the termination of the current LOT
and starting a new LOT, submit a written request, with justification, to the Engineer for approval.
Obtain the Engineer's approval prior to making the process change.
Perform all quality control sampling and testing of materials in strict conformance with the
Florida Method of Sampling and Testing as found in the Field Sampling and Testing Manual. The
Department will perform all acceptance sampling and testing of materials in strict conformance
with the Florida Method of Sampling and Testing as found in the Field Sampling and Testing
Manual. This manual, developed and distributed by the FDOT Materials Office, contains the
detailed sampling and testing procedures from AASlITO and ASTM as modified by the
Department.
331-5.1 Acceptance Plans:
331-5.1.1 Payment Based on Acceptance Results: The Department will adjust the
payment for each LOT of material, product, item of construction or completed construction on the
basis of acceptance test results in accordance with the requirements specified hereinafter in the
applicable Sections.
331-5.1.2 Resampling of LOTs: The Department requires that LOTs of materials,
products, items of construction or completed construction meet the requirements of these
Specifications at the time of submission. The Department will not take check samples for
acceptance purposes.
331-5.1.3 Referee System: The Department has established a referee system to
verify the validity of the acceptance test results on LOTs at the asphalt plant. The Department will
evaluate the acceptance test results with data from split samples run by the District and Central
Labs. The Engineer will make a final determination and disposition of the acceptance test results.
Acceptance results will be considered non-representative if the test results from the Field and
Referee samples differ by more than 0.44% for asphalt content when obtained by the use of FM 5-
563 or 0.56% for FM 5-544. Acceptance results for gradation will be considered non-representative
if the test results from the Field and Referee samples differ by more than the precision values given
in Figure 2 of FM 1-T 030 when using FM 5-563 or Figure 2 of FM 5-545 when using FM 5-544.
When the referee analysis indicates that one or more test results are not representative, the
Engineer will discard the non-representative test value(s) and base payment calculations for the
LOT (including the sublot with the non-representative test values) on the remaining sublot(s) test
data as defined in 331-6.
331-5.2 Quality Control by the Contractor: Provide and maintain a quality control system
that provides reasonable assurance that all materials, products and completed construction
submitted for acceptance meet Contract requirements. Develop and maintain a quality control
system in conformance with the following requirements:
CONTRACTOR QUAUTY CONTROL SYSTEM
1. SCOPE:
These Specifications establish minimum requirements and activities for a Contractor
quality control system. These requirements pertain to the inspections and tests necessary to
substantiate material and product conformance to Contract requirements and to all inspections and
tests required by the Contract.
n. FUNCTIONS AND RESPONSffiILITIES:
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1. The Department. The Department will verify the Contractor', dlQCs, in,pee;
plants and monitor control of the operations to ensure conformance with these Specifications. The
Department will design all open-graded friction mixes (FC-2 and FC-S).
At no time will the Engineer issue instructions to the Contractor or producer as to
the setting of dials, gauges, scales and meters. However, the Department's representatives may
question and warn the Contractor against the continuance of any operations or sequence of
operations that obviously do not result in satisfactory compliance with the requirements of these
Specifications.
2. The Contractor. Submit in writing the proposed Quality Control Plan for each asphalt
plant for the Engineer's approval. Maintain the approved Quality Control Plan in effect for the
plant to which it is assigned until the Engineer rejects it in writing. Include in the plan the
sampling, testing, inspection and the anticipated frequencies of each to maintain process control. A
recommended series of sampling, testing and inspecting activities are shown in Table 331-4.
Table 331-4
RECOMMENDATIONS FOR A CONTRACTOR
QUALITY CONTROL PLAN
A. All Types of Plants
1. Stockpiles
a. Place materials in the correct stockpile.
b. Use good stockpiling techniques.
c. Inspect stockpiles for separation, contamination, segregation, etc.
2. Incoming Aggregate
a. Obtain gradations and bulk specific gravity (BSG) values from the aggregate
supplier.
b. Determine gradation of all component materials.
c. Compare gradations and BSG to mix design.
3. Cold Bins
a. Calibrate the cold gate/feeder belt settings.
b. Observe operation of cold feed for uniformity.
4. Dryer
a. Observe pyrometer for aggregate temperature control.
b. Observe efficiency of the burner.
5. Hot Bins
a. Determine gradation of aggregates in each bin.
b. Determine theoretical combined grading.
6. Bituminous Mixture
a. Determine asphalt content.
b. Determine mix gradation.
c. Check mix temperature.
d. Verify modifier addition.
B. Batch Plants
1. For batch weights, determine percent used and weight to be pulled from each bin to
ensure compliance with the mix design.
2. Check mixing time.
3. Check operations of weigh bucket and scales.
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1 DC ·
C. Continuous Mix Plant
1. Determine gate calibration chart for each bin.
2. Determine gate settings for each bin to ensure compliance with the mix design.
3. Determine gallons [cubic meters] per revolution or gallons [cubic meters] per minute to
ensure compliance with the mix design.
D. Drum Mixer Plant
1. Calibrate the cold feed and prepare a calibration chart for each cold gate.
2. Develop information for the synchronization of the aggregate feed, reclaimed asphalt
pavement (RAP) feed and the bituminous material feed.
3. Calibrate the weigh bridge on the changing conveyor.
The activities shown in T~ble 331-4 are the normal activities necessary to control
the production of bituminous concrete at an acceptable quality level. The Department recognizes,
however, that depending on the type of process or materials, some of the activities listed may not
be necessary and, in other cases, additional activities may be required. The frequency of these
activities will also vary with the process and the materials. When the process varies from the
defined process average and variability targets, increase the frequency of these activities until the
proper conditions are restored. Take one sample and test for every 1,000 tons [900 metric tons] of
incoming aggregate (including RAP) as it is stockpiled. Test RAP material for extracted gradation
and asphalt content.
Plot and keep up-to-date control charts for all quality control sampling and testing.
Provide control charts for the following:
a. gradation of incoming aggregates
b. gradation and asphalt content of RAP
c. combined gradations of hot bins
d. extracted asphalt content
e. mix gradation
f. gradation of cold feed (drum mixers)
Post all current control charts in the asphalt lab where they can be seen.
Formulate all design mixes with the exception of open-graded friction mixes (FC-2
and FC-5). Submit design mixes to the Engineer for verification prior to their use. Provide process
control of all materials during handling, blending, mixing and placing operations.
m. QUALITY CONTROL SYSTEM:
1. General Requirements. Furnish and maintain a quality control system that provides
reasonable assurance that all materials and products submitted to the Engineer for acceptance meet
the Contract requirements. Perform, or have performed, the inspection and tests required to
substantiate product conformance to Contract requirements, and also perform, or have performed,
all inspections and tests othetwise required by the Contract. Keep a quality control technician, who
has been certified by the Department as a Qualified Asphalt Plant Technician (plant Level m,
available at the asphalt plant at all times when producing asphalt mix for the Department. Place a
person in responsible charge of the paving operations who is qualified by the Department as a
Qualified Asphalt Paving Technician (paving Level II). Document the quality control procedures,
inspection and tests, and make that information available for review by the Engineer throughout the
life of the Contract.
2. Documentation. Maintain adequate records of all inspections and tests. Record the nature
and number of tests made, the number and type of deficiencies found, the quantities approved and
rejected, and the nature of corrective action taken, as appropriate. The Department may review and
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approve all documentation procedures prior to the start of the work. The Department will take
ownership of all charts and records documenting the Contractor's quality control tests and
inspections upon completion of the work.
3. Charts and Forms. Record all conforming and nonconforming inspections and test results
on approved forms and charts, and keep them up to date and complete and make them available at
all times to the Engineer during the performance of the work. Prepare charts of test properties for
the various materials and mixtures on forms that are in accordance with the applicable
requirements of the Department. The Engineer will furnish a copy of each applicable chart and
form. Provide a supply of the charts and forms from the copy furnished. Obtain the Engineer's
approval of non-standard forms and charts prior to using them.
4. Corrective Actions. Take prompt action to correct any errors, equipment malfunctions,
process changes or other problems that result or could result in the submission of materials,
products or completed construction that do not meet the requirements of these Specifications.
When it becomes evident to the Department that the Contractor is not controlling his process and is
making no effort to take corrective actions, the Department will require the Contractor to cease
plant operations until such time as the Contractor can demonstrate that he can and is willing to
control the process.
5. Laboratories with Measuring and Testing Equipment. Furnish a fully equipped asphalt
laboratory (permanent or portable) at the production site, and meeting the following requirements:
a. Area - Provide an effective working area for the laboratory that is a minimum of
180 ft2 [17 m2l. This area does not include the space for desks, chairs and file cabinets.
b. Lighting - Provide lighting in the lab adequate to illuminate all areas of work.
c. Temperature Control - Equip the lab with heating and air conditioning units that
provide a satisfactory working environment.
d. Ventilation - Equip the lab with fume hoods and exhaust fans that will remove all
hazardous fumes from within the laboratory in accordance with OSHA requirements.
e. Equipment and Supplies - Furnish the lab with the necessary sampling and testing
equipment, and supplies, for performing Contractor quality control and Department acceptance
sampling and testing. A detailed list of equipment and supplies required for each test is included in
the Field Sampling and Testing Manual.
When running plants at a high production rate, furnish additional testing
equipment as necessary to allow the completion of the Contractor's quality control tests and the
Department's Acceptance tests within the specified time frame.
6. Sampling and Testing. Use the sampling and testing methods and procedures that the
Department provides to determine quality conformance of the materials and products. The
Department will use these same methods and procedures for its acceptance tests. Include the
sampling for other material characteristics on a random basis and the plotting of the test results on
control charts in the Quality Control Plan.
7. Alternative Procedures. The Contractor may use alternative sampling methods,
procedures and inspection equipment when such procedures and equipment provide, as a
minimum, the quality assurance required by the Contract Documents. Prior to applying such
alternative procedures, describe them in a written proposal and demonstrate for the Engineer's
approval that their effectiveness is equal to or better than the Contract requirements. In case of
dispute as to whether certain proposed procedures provide equal assurance, use the procedures
stipulated by the Contract Documents.
8. Nonconforming Materials. Establish and maintain an effective and positive system for
controlling nonconforming materials, including procedures for identification, isolation and
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disposition. Reclaim or rework nonconforming materials in accordance lib QJedures ~table
to the Engineer. Discuss the details of this system at the preconstruction conference, and make
these details a part of the record of the conference.
9. Department Inspection at Subcontractor or Supplier Facilities. The Department reserves
the right to inspect materials not manufactured within the Contractor's facility. The Department's
inspection does not constitute acceptance and does not, in any way, replace the Contractor's
inspection or otherwise relieve the Contractor of his responsibility to furnish an acceptable material
or product. When the Department inspects the subcontractor's or supplier's product, such
inspection does not replace the Contractor's responsibility to inspect such subcontractor's or
supplier's product.
Inspect subcontracted or purchased materials when received, as necessary, to ensure
conformance to Contract requirements. Report to the Engineer any nonconformance found on
Department source-inspected material, and require the supplier to take necessary corrective action.
331-5.3 Defective Materials:
331-5.3.1 Acceptance or Rejection: Following the application of the appropriate
acceptance plan, the Engineer will make the final decision as to the acceptance, rejection or
acceptance at an adjusted payment of the LOTs.
331-5.3.2 Disposition of LOTs: For nonconforming LOTs of materials, products,
items of construction or complete construction that are not adaptable to correction by reworking,
either remove and replace the nonconforming work, or accept no payment or an adjusted payment
as stated in these Specifications, or, if not stated, as directed by the Engineer.
331-5.4 General Basis of Adjusted Payment For Deficiencies: When the Engineer
determines that a deficiency exists, the Engineer will apply the applicable payment factor as shown
in these Specifications to the entire LOT. When the Engineer determines that multiple deficiencies
exist, the Engineer will apply an adjustment to the LOT of material that is identified by each
deficiency. The Engineer will apply the adjustment for each deficiency separately as it occurs. The
Engineer will not allow an adjustment to be affected by any other adjustment occurring for the
same LOT. As an exception to the foregoing requirements, when there are two or more deficiencies
in the gradation acceptance tests (% pass No.4 [4.75 nun] sieve, % pass No. 10 [2.0 nun] sieve, %
pass No. 40 [425 pm sieve], % pass No. 200 [75 pm] sieve) the Engineer will only apply the
greater adjustment. The Engineer will express all reductions in payment in terms of equivalent pay
items at no pay. When the item is measured by the ton [metric ton], the Engineer will convert the
LOT in the field, which is measured in feet [meters], to equivalent tons [metric tons] and by using
the average calculated spread for that LOT. When the pay item is measured by the square yard
[square meter], the Engineer will convert the LOT at the production point, which is measured in
tons [metric tons], to equivalent square yards [square meters] at the design thickness and by using
the laboratory density as a conversion factor.
331-6 Acceptance of the Mixture at the Plant.
331-6.1 General: The Engineer will accept the bituminous mixture at the plant, with respect
to gradation and asphalt content, on a LOT to LOT basis. The material will be tested for acceptance
in accordance with the provisions of 331-5 and the following requirements. However, the Engineer
will reject any load or loads of mixture which are unacceptable for reason of being excessively
segregated, aggregates improperly coated, or of excessively high or low temperature for use in the
work.
For initial use of a Type S or FC-3 mix design with a Florida limestone source north
of the 28th parallel at a particular plant, limit the first day's production to a maximum of 300 tons
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[275 metric tons]. Resume production upon notification
detennined in accordance with 331-6.4
A standard size LOT at the asphalt plant will consist of 4,000 tons [3,600 metric
tons] with four equal sublots of 1,000 tons [900 metric tons] each. As an exception, the first LOT
for the initial use of a Type 5 or FC-3 mix design with a particular plant will consist of four
sublots, the first sublot of 500 tons [450 metric tons] or the first day's production (300 tons [275
metric tons] maximum for mix design with a Florida limestone source north of the 28th parallel),
the second sublot of 500 tons [450 metric tons], and the remaining two sublots of 1,000 tons [900
metric tons] each.
A partial LOT may occur due to the following:
(1) the completion of a given mix type on a project.
(2) an approved LOT tennination by the Engineer due to a change in
process, extended delay in production, or change in mix design.
If the partial LOT contains one or two sublots with their appropriate test results,
then the previous full-size LOT will be redefined to include this partial LOT and the evaluation of
the LOT will be based on either five or six sub lot detenninations. If the partial LOT contains three
sub lots with their appropriate test results, this partial LOT will be redefined to be a whole LOT and
the evaluation of it will be based on three sublot determinations.
When the total quantity of any mix is less than 3,000 tons [2,700 metric tons], the
partial LOT will be evaluated for the appropriate number of sublots from n=1 to n=3. When the
total quantity of any mix type is less than 500 tons [450 metric tons], the Department will accept
the mix on the basis of visual inspection. The Department may run extraction and gradation
analysis for information purposes; however, the provisions for partial payment will not apply.
On multiple project contracts, the LOT(s) at the asphalt plant will carry over from
project to project.
331-6.2 Acceptance Procedures: Control all operations in the handling, preparation, and
mixing of the asphalt mix so that the percent bitumen and the percents passing the No.4, No. 10,
No. 40 and No. 200 [4.75 mm, 2.00 mm, 425 Jllll and 75 J.lIIl] sieves will meet the approved job
mix formula within the tolerance shown in Table 331-6.
of acceptable Marshl~s as
.
Table 331-6
Tolerances for Acceptance Tests
Characteristic Tolerance*
Asphalt Content (Extraction) :to.55%
Asphalt Content (Printout) :to. 15%
Passing No.4 [4.75 mm] sieve :t7.oo%
Passing No. 10 [2.00 mm] sieve :t5.50%
Passing No. 40 [425 llm] sieve** +4.50%
Passing No. 200 [75 umJ sieve +2.00%
*Tolerances for sample size of n=l. 5ee Table 331-7 for other sample sizes n=2 through n=6.
** Applies only to Types 5-1, 5-II, 5-ill, and FC-3.
Acceptance of the mixture will be on the basis of test results on consecutive random
samples from each LOT. One random sample will be taken from each sublot. The bituminous
mixture will be sampled and tested at the plant as specified in 331-4.4.2.
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.
Calculations for the acceptance test results for bitumen content and gradation
(percentages passing No.4, No. 10, No. 40 and No. 200 [4.75 mm, 2.00 mm. 425 J-lm and 75 f..Ull]
sieves) will be shown to the nearest 0.01. Calculations for arithmetic averages will be carried to the
nearest 0.001 and rounded to the nearest 0.01 in accordance with the Department's rules of
rounding.
Payment will be made on the basis of Table 331-7, "Acceptance Schedule of
Payment". The process will be considered out of control when the deviation of any individual test
result from the mix design falls in the 80% pay factor for the "one test" column of Table 331-7.
When this happens, the LOT will be automatically terminated and production stopped. The
approval of the Engineer will be required prior to resuming production of the mix. Acceptance of
the LOT will then be determined in accordance with Table 331-7.
All acceptance tests will be completed on the same day the sample was taken. when
possible. and on no occasion will they be completed later than the following work day.
Table 331-7
Acceptance Schedule of Payment (Asphalt Plant Mix Characteristics)
Average of Accumulated Deviations of the Acceptance Tests from the Mix Design.
Pay Factor I-Test 2- Tests 3- Tests 4-Tests 5- Tests 6- Tests
Asphalt Cement Content (Extraction - PM 5-544 or 5-563)
1.00 0.00-0.55 0.00-0.43 0.00-0.38 0.00-0.35 0.00-0.33 0.00-0.31
0.95 0.56-0.65 0.44-0.50 0.39-0.44 0.36-0.40 0.34-0.37 0.32-0.36
0.90 0.66-0.75 0.51-0.57 0.45-0.50 0.41-0.45 0.38-0.42 0.36-0.39
0.80* over 0.75 over 0.57 over 0.50 over 0.45 over 0.42 over 0.39
Asphalt Cement Content (printout)
1.00 0.00-0.15 0.00-0.15 0.00-0.15 0.00-0.15 0.00-0.15 0.00-0.15
0.95 0.16-0.25 0.16-0.25 0.16-0.25 0.16-0.25 0.16-0.25 0.16-0.25
0.90 0.26-0.35 0.26-0.35 0.26-0.35 0.26-0.35 0.26-0.35 0.26-0.35
0.80* over 0.35 over 0.35 over 0.35 over 0.35 over 0.35 over 0.35
No.4 [4.75 mm] sieve**
1.00 0.00-7.00 0.00-5.24 0.00-4.46 0.00-4.00 0.00-3.68 0.00-3.45
0.98 7.01-8.00 5.25-5.95 4.47-5.04 4.01-4.50 3.69-4.13 3.46-3.86
0.95 8.01-9.00 5.96-6.66 5.05-5.62 4.51-5.00 4.14-4.58 3.87-4.27
0.90 9.01-10.00 6.67 -7.36 5.63-6.20 5.01-5.50 4.59-5.02 4.28-4.67
0.80* over 10.00 over 7.36 over 6.20 over 5.50 over 5.02 over 4.67
No. 10 [2.00 mm] sieve**
1.00 0.00-5.50 0.00-4.33 0.00-3.81 0.00-3.50 0.00-3.29 0.00-3.13
0.98 5.51-6.50 4.34-5.04 3.82-4.39 3.51-4.00 3.30-3.74 3.14-3.54
0.95 6.51-7.50 5.05-5.74 4.40-4.96 4.01-4.50 3.75-4.18 3.55-3.95
0.90 7.51-8.50 5.75-6.45 4.97-5.54 4.51-5.00 4.19-4.63 3.96-4.36
0.80* over 8.50 over 6.45 over 5.54 over 5.00 over 4.63 over 4.36
No. 40 [425 11m] sieve**
1.00 0.00-4.50 0.00-3.91 0.00-3.65 0.00-3.50 0.00-3.39 0.00-3.32
0.98 4.51-5.50 3.92-4.62 3.66-4.23 3.51-4.00 3.40-3.84 3.33-3.72
0.95 5.51-6.50 4.63-5.33 4.24-4.81 4.01-4.50 3.85-4.29 3.73-4.13
0.90 6.51-7.50 5.34-6.04 4.82-5.39 4.51-5.00 4.30-4.74 4.14-4.54
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.
Table 331-7
Acceptance Schedule of Payment (Asphalt Plant Mix Characteristics)
Average of Accumulated Deviations of the Acceptance Tests from the Mix Design.
Pay Factor I-Test 2- Tests 3- Tests 4-Tests 5- Tests 6- Tests
0.80* over 7.50 over 6.04 over 5.39 over 5.00 over 4.74 over 4.54
No. 200 [75!J.m] sieve**
1.00 0.00-2.00 0.00-1.71 0.00-1.58 0.00-1.50 0.00-1.45 0.00-1.41
0.95 2.01-2.40 1.72-1.99 1.59-1.81 1.51-1. 70 1.46-1.63 1.42-1.57
0.90 2.41-2.80 2.00-2.27 1.82-2.04 1.71-1.90 1.64-1.80 1.58-1.73
0.80* over 2.80 over 2.27 over 2.04 over 1.90 over 1.80 over 1.73
*If approved by the Engineer based on an engineering determination that the material is acceptable
o remain in place, the Contractor may accept the indicated partial pay. Otherwise, remove and
eplace the material at no cost to the Department at any item.
**When there are two or more reduced payments for these items in one LOT of material, only the
weatest reduction in payment will be applied. CAUTION: This rule applies only to these fOUl
gradation test results.
NOTES:
1) The No. 40 [425 ~m] sieve applies to Type S-I, S-II, S-ill and FC-3.
2) Deviations are absolute values with no plus or minus signs.
331-6.3 Automatic Batch Plant With Printout: Acceptance determinations for asphalt
content for mixtures produced by automatic batch plants with printout will be based on the
calculated bitumen content using the printout of the weights of asphalt actually used. Acceptance
determinations for gradations (No.4, No. 10, No. 40 and No. 200 [4.75 mm, 2.00 mm, 425 ~m and
75 JUIl] sieves) will be based on the actual test results from extraction gradation analyses. Payment
will be made based on the provisions of Table 331-7.
331-6.4 Additional Tests: The Engineer reserves the right to run any test at any time for
informational purposes and for determining the effectiveness of the Contractor's quality control.
331-6.4.1 Determination of Marshall and Volumetric Properties: The Engineer will
determine the Marshall and Volumetric Properties of the mix at a minimum frequency of one set
per LOT, to determine whether or not the produced mix is meeting the specification requirements.
The Department will sample and prepare test specimens and test them in accordance with FM 5-
511 for Marshall stability and flow, FM I-T 209 for maximum specific gravity, and FM I-T 166
for density. Volumetric properties will be determined for Type S and FC-3 mixes only.
331-6.4.2 Failing Marshall Properties: When the average value of the specimens
fails to meet specification requirements for stability or flow, the Engineer may stop the plant
operations until all specification requirements can be met or until another verified mix design has
been approved. Make revisions to a mix design in accordance with 331-4.3.2. If the Lab Density of
the mix during production differs from the value shown on the verified mix design by more than 2
Ibs/ft3 [32 kglm3] for two consecutive tests, the Engineer will revise the target value.
331-6.4.3 Failing Volumetric Properties (Type S and FC-3 mixes only): When the
Engineer determines the air void content to be less than 3.0%, or greater than 6.5%, make
appropriate adjustments to the mix. When the air void content is determined to be less than 2.5%
or greater than 7.0% on anyone test, or less than 3.0% on two consecutive tests, cease operations
until the problem has been resolved.
331-6.4.4 Resuming Production: In the event that plant operations are stopped due
to a failure to meet specification requirements, obtain the Engineer's approval before resuming
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production of the mix. Limit production to a maximum of 300 tons [270 metric tons]. At this time,
the Marshall and volumetric properties of the mix will be verified. Mter the Marshall and
volumetric properties are verified, full scale production of the mix may be resumed.
331-6.5.5 Disposition of In-Place Material: Any material in-place that is represented
by the failing test results (low stability, high flow, or less than 2.5% air voids) will be evaluated by
the Engineer to determine if removal and replacement is necessary. Remove and replace any in-
place material, if required, at no cost to the Department.
331-7 Acceptance of the Mixture at the Roadway
331-7.1 Density Control Nuclear Method: Determine the in-place density of each course of
asphalt mix construction using the Nuclear Density Backscatter Method as specified by FM 1- T
238 (Method B). For a completed course, obtain an average in-place LOT density of at least 98%
of the valid control strip density.
Do not perform density testing on patching courses, leveling and intermediate
courses less than 1 inch [25 mm] thick (or a specified spread rate less than 100 lb/yd2 [55kglm2]),
overbuild courses where the minimum thickness is less than 1 inch [25 mm], projects less than
1,000 feet [300 m], sections with variable width, or open-graded friction courses. Compact these
courses, with the exception of open-graded friction courses in accordance with 330-10.1.2.
331-7.2 Control Strips: In order to determine the density of compacted asphalt mixtures for
the purpose of acceptance, first establish a control strip. Construct one or more control strips for
the purpose of determining the control strip density. Construct a control strip at the beginning of
asphalt construction and one thereafter for each successive course. Construct a new control strip
for any change in the composition of the mix design, underlying pavement structure, compaction
equipment, or procedures. The Engineer may require an additional control strip when the Engineer
deems it necessary to establish a new control strip density or confirm the validity of the control
strip density being used at that time. The Contractor may also request a confirmation of the control
strip density. Construct the control strip as a part of a normal day's run.
Construct a control strip 300 feet [100 m] in length and of an adequately uniform
width to maintain a consistent compactive effort throughout the section. When constructing the
control strip, start it between 300 and 1,000 feet [100 and 300 m] from the beginning of the paving
operation. Construct a control strip of a thickness that is the same as that specified for the course of
which it is a part. Construct the control strip using the same mix, the same paving and rolling
equipment, and the same procedures as those used in laying the asphalt course of which the control
strip is to become a part. Leave every control strip in place to become a portion of the completed
roadway.
In order to determine the acceptability of the control strip, make ten nuclear density
determinations at random locations within the control strip after completing the compaction of the
control strip. Do not make any determinations within 12 inches [300 mm] of any unsupported
edge. Use the average of these ten determinations for the Control Strip Density. For purposes of
determining the percent of laboratory density, as required in Table 331-8, the Engineer will
develop a correction factor at four nuclear density locations from 6 inch [150 mm] diameter cores
or by direct transmission nuclear determination where applicable. Cut the cores prior to opening
the roadway to traffic. The Engineer will calculate the percent of lab density to the nearest 0.01 %
and round it to the nearest 0.1 %. Should the percent of lab density in a control strip exceed 99.0%,
notify the Engineer immediately.
In the event that a control strip does not meet the minimum density requirements specified in Table
331-8, take appropriate corrective actions and construct a new control strip. If three consecutive
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control strips fail to meet specification requirements, the Engineer will limit production and
placement of the mix to 800 to 1,000 feet [250 to 300 m], regardless of the thickness and width the
Contractor is placing, until the Contractor obtains a passing control strip.
Once the Contractor has obtained a passing control strip after a failing control strip
(for the same mix, layer, and project), the Department will use the passing control strip to accept
all previously laid mix. In the event the Contractor does not obtain a passing control strip, and this
particular mix, layer, etc., is completed on the project, the Engineer will evaluate density in
accordance with FM 5-543.
.
Table 331-8
Roadway Requirements for Bituminous Concrete Mixes
Minimum Control Strip
Mix Type Density Density* Surface Tolerance
(% of Lab Density)
S-I, S-IT, S-ill, Type IT, Type per 331-7 96 per 330-12
ill, SAlIM
ABC-I, ABC-2, ABC-3 per 280-8.6 96 per 200-7
FC-2 No density N/A per 330-12
required
FC-3 per 331-7 96 per 330-12
* The minimum control strip density requirement for shoulders is 95% of lab density.
331-7.3 LOTs: For the purpose of acceptance and partial payment, the Engineer will divide
each day's production into LOTs. The Engineer will close out all LOTs at the end of the day. The
standard size of a LOT is 5,000 feet [1,500 m] of any pass made by the paving train regardless of
the width of the pass or the thickness of the course. A sub lot will be 1,000 feet [300 m] or less. The
Engineer will consider pavers traveling in echelon as two separate passes. When at the end of a
production day, the completion of a given course, layer, or mix, or at the completion of the project,
and a LOT size is determined to be less than 5,000 feet [1,500 m], it will be considered a partial
LOT. Handle partial LOTs as follows:
If the length of the partial LOT is 2,000 feet [600 m] or less, and a previous full-size
LOT from the same day, mix, layer, and project is available, then the previous full-size LOT will
be redefined to include this partial LOT and the number of tests required for the combined LOT
will be as shown in Table 331-9.
If the partial LOT is 2,000 feet [600 m] or less, and a previous full-size LOT from
the same day, mix, layer, and project is not available, the Engineer will evaluate the partial LOT
separately and perform the number of tests required for the partial LOT as shown in Table 331-9.
If the partial LOT is greater than 2,000 feet [600 m] long, the Engineer will evaluate the partial
LOT separately and perform the number of tests required for the partial LOT as shown in Table
331-9.
Table 331-9
Testina Requirements for Partial LOTs
LOT Size Number of Tests
Less than 3,000 feet r900 ml 3
3,001 to 4,000 feet r901 to 1,200 ml 4
4,001 to 5,000 feet r1 ,201 to 1,500 ml 5
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Table 331-9 -
Testing Requirements for Partial LOTs
LOT Size Number of Tests
5,001 to 6,000 feet [1,501 to 1,800 ml 6
6,001 to 7,000 feet [1,801 to 2,100 m] 7
Greater than 7,000 feet [2,100 ml 2 LOTs
For each LOT and partial LOT, the Engineer will make density determinations at a
frequency shown in Table 331-9 at random locations within the LOT, but will not take them within
12 inches [300 mm] of any unsupported edge. The Engineer will determine the random locations
by the use of statistically derived stratified random number tables. For the Contractor to receive
full payment for density, the average density of a LOT shall be a minimum of 98.0% of the control
strip density. Once the Engineer determines the average density of a LOT, do not provide
additional compaction to raise the average. Notify the Engineer should the average density for two
consecutive LOTs be greater than 102% of control strip density.
331-7.4 Acceptance: The Engineer will accept the completed pavement with respect to
density on a LOT basis. The Department will make partial payment for those LOTs that have an
average density less than 98.0% of the Control Strip Density based on Table 331-10:
Table 331-10
Payment Schedule For Density
Percent of Control Strip Density* Percent of Payment
98.0 and above 100
97.0 to less than 98.0 95
96.0 to less than 97.0 90
Less than 96.0** 75
1* In calculating the percent of control strip density, do not round off the final percentage.
* If approved by the Engineer, based on an engineering determination that the material is acceptable to remain ir
place, the Contractor may accept the indicated partial pay; otherwise, remove and replace the material at no expense
o the Deoartment. The Contractor may remove and replace the material at no expense to the Department at anv time.
331-7.5 Density Requirements for Small Projects and Other Non-mainline Roadway Areas:
For projects less than 1,000 feet [300 m] in length and bridge projects with approaches less than
1,000 feet [300 m] each side, do not apply the requirements for control strips and nuclear density
determination. Use the standard rolling procedures as specified in 330-10.1.2. Do not apply the
provisions for partial payment to these small projects.
In other non-mainline roadway areas where it is not practical to establish a control
strip, such as parking areas, toll plazas, turn lanes, and acceleration/deceleration lanes, the
Contractor may use the standard rolling procedure to determine density requirements if so
authorized in writing by the Engineer.
331-7.6 Surface Tolerance: The bituminous mixture will be accepted on the roadway with
respect to surface tolerance in accordance with 330-12.
331-8 Method of Measurement.
The quantity to be paid for will be the number of square yards completed and accepted.
The bid price for the asphalt mix will include the cost of the liquid asphalt or the asphalt
recycling agent. There will be no separate payment or unit price adjustment for the bituminous
material in the asphalt mix.
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331-9 Basis of Payment:
Price and payment will be full compensation for all the work specified under this Section,
including the applicable requirements of Sections 320 and 330.
Payment will be made under:
Item No. 331- 2- Type S Asphaltic Concrete - per square yard
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IMMOKALEE ROAD - U.S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO. 05-3788
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TECHNICAL SPECIAL PROVISIONS
TECHNICAL SPECIAL PROVISION NO.1
BRICK PAVER TRAFFIC SEPARATOR
PART I-GENERAL
1.01 SUMMARY
This section specifies requirements for the preparation aggregate base, supplying
and installation of brick paving is shown on the drawings and include:
1. Hand tight joints, sand filled on 5" limerock aggregate base.
2. See detail on plans.
1.02 RELATED SERVICES
I. Preparation of sub grade
2. Applications of soil sterilant
3. Type F Curb and Gutter
1.03 SERVICES INCLUDED
I. Supply and place bedding course
2. Supply and place base course materials
3. Supply and install pavers of quality, shape, thickness and color as
specified.
4. Supply and place all accessory items as required by the contract.
1.04 DESCRIPTION OF WORK
1. The extent of the paver work is as shown on the drawings and/or as
specified herein.
2. Layout pattern shall be herringbone pattern, 45 degree with a single course
border or as shown on the drawings.
1.05 QUALITY ASSURANCE
A. Qualifications:
I. Installer: Subcontract brick paving work to a firm with not less than 3
years of successful experience in the required types of applications.
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2. Sample Installation: Prior to the installation of brick paving work,
fabricate sample panel using materials. Build panel at the site as
directed, of full thickness and approximately 4'x3', in the completed
work. Obtain Landscape Architect's acceptance of visual qualities of
the panel before start of brick paving work. Retain panel during
construction as a standard judging completed brick paving work. Do
not alter, move or destroy sample panel until work is completed.
Provide a sample panel for each type of brick paving required.
Do not change the source of brands of brick or related materials during
progress of work.
1.06 SUBMITTALS
A. Product Data:
For information only, submit 2 copies of the manufacturer's technical data for
each manufactured product, including certification that each product complies
with the specified requirements. Include instructions for handling, storage,
installation and protection of each product. Transmit copy of each instruction
to the Installer.
B. Samples:
Submit 2 samples of each type of paving brick required. Include in each set the
full range of exposed color and texture to be expected in the completed work.
Landscape Architect's review will be for color and texture only. Compliance
with all other requirements is the exclusive responsibility of the Contractor.
1.07 JOB CONDITIONS
Site requirements: No concrete pavers shall be laid on improperly prepared
base.
Protection of Work: At the end of each work period, protect unrestrained edges
with plywood or similar material.
PART 2 - PRODUCTS
2.01 MATERIALS
A. PRECAST CONCRETE BRICK PAVING UNITS:
The interlocking pavers shall follow the design criteria of ASTM C-936-
82 with compressive strength minimum 8,000 psi. Base material to be
designed and paver installation in accordance to the guidelines of National
Concrete Masonry Association "Structural Design of Concrete Block
Pavements." The aggregate length of chips on a single unit shall not
exceed 10% of the perimeter of the exposed face of paver. Pavers with
edge chips exceeding 5/16" and comer chips 1f2" are considered
replaceable.
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1. CEMENTIOUS MA lERIALS: Portland Cement shall conform to 1 0 C
ASTM Specification C0150.
2. AGGREGATES: Aggregates shall conform to ASTM Specification C-
33 for Normal Weight Concrete Aggregate (no expanded shall or
lightweight aggregates) except that grading requirements shall not
necessarily apply.
3. OTHER CONSTITUENTS: Color pigments, air-entraining agents
integral water repellents, finely ground silica, etc., shall be previously
established as applicable, or shall be previously established as suitable
for use in concrete.
4. PHYSICAL REOUlREMENTS:
1. Compressive Strength- A the time of delivery of the work site,
the average compressive strength of the paver units shall not be
less than 8,000 psi, with no individual unit strength less than
7200 psi as per ASTM Specification C936-82. Testing
procedures shall be in accordance with ASTM Specification C-
140.
ii. Absorption- The average absorption shall not be greater than
five percent (5%) with no individual absorption greater than
seven percent (7%) as required by ASTM Specification C-936-
82.
5. SIZE: 3 7/8"x 7 7/8" x 23/8", Klassic Interlocking Paver by Krehling
or approved equal
6. COLOR AND TEXTURE: Earth tones or Color Blends Series
KreWing or approved equal.
7. APPROVED BRICK COLORS: Paver color to be approved by
Landscape Operationsffransportation Operations Department.
Border Brick: 1 course
Field Brick: Herringbone pattern, 45 degrees
8. VISUAL INSPECTION: All units shall be sound and free of defects
that would interfere with the proper placing of the unit or impair the
strength of permanence of the construction. Minor cracks incidental to
the usual methods of handling in shipment and delivery, shall not be
deemed grounds for rejection.
9. BEDDING SAND: In compliance with ASTM Specification C33, the
bedding sand shall comprise clean, well-graded sand. The bedding
sand shall be dry, sharp and free of organics and deleterious soluble
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salts or other contaminants likely to cause efflorescence. The sand
shall be of uniform moisture content when screeded and shall be
protected against rain when stockpiled on site prior to screeding. The
moisture content shall be in the range of 4-8%.
10. JOlNTING SAND: In compliance with ASTM Specification CI44-
gradulation for 1/8" joints-the jointing sand shall be free of organics
and soluble salts or contaminants likely to cause efflorescence.
11. GRANULAR BASE: The graded aggregate for the granular base shall
comply with ASTM Specification 2940 or equivalent for base
material.
PART 3 - EXECUTION
3.01 INSTALLATION GENERAL:
Do not use brick with chips, voids, discolorations, or other defects, which might
be visible or cause staining in the finish work.
Cut brick with motor-driven saw equipment designed to cut masonry with clean,
sharp unchipped edges. Cut units as required to provide pattern shown and to fit
adjoining work neatly. Use full units without cutting wherever possible. Where
cutting is required, use the largest size brick units possible and avoid the use of
small pieces of brick or large mortar or gapped areas.
Set Brick patterns with uniform joint widths as indicated.
A. Immediately clean up sand on paved and finished surface areas.
B. Remove debris and excess materials from project site daily.
3.02 SITE PREPARATION:
The site must be stripped of all topsoil, unstable or unconsolidated materials to the
grades specified. Further construction will not proceed until the Owner or his
representative has inspected the subgrade.
3.03 VERIFICATION OF SUBGRADE:
The Contractor shall ensure that the prepared subgrade is protected from damage
from inundation by surface water and damage by other trades. No traffic shall be
allowed to cross the prepared subgrade. Repair of any damage resulting shall be
the responsibility of the Contractor and shall be repaired in a satisfactory manner.
Further construction will not proceed until the subgrade has been inspected by the
Owner or his Consultant.
3.04 VERIFICATION OF GRANULAR BASE:
Place graded aggregate for base over compacted subgrade. Provide compacted
thickness of base as indicated. Compacted base shall be 100% of maximum
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density achieved in accordance with ASTM Specification D.698 (100% Standard
Protector maximum Dry Density).
Base shall be spread in layers which, when compacted, will not exceed 4".
Profile of base to be within an allowable local tolerance of 1;2" within 10 feet. The
upper surface of the base shall be sufficiently well graded and compacted to
prevent infiltration of the bedding sand into the base both during construction and
throughout its service life.
Segregated areas of the granular base shall be "blinded" by the application of
crushed fines that have been watered and compacted into the surface.
Further construction will not proceed until the base has been inspected and
approved by the Owner or his representative.
3.05 GRANULAR BASE THICKNESS:
For roadway applications with well-drained consolidated subgrade or poorly
drained unconsolidated subgrade the granular base thickness shall be six inches
(6"). The base shall extend the full width of the pavement and edge restraints plus
4" minimum wherever edge restraints are to be constructed with the pavement.
3.06 EDGE RESTRAINTS:
Adequate edge restraint shall be provided; curb and gutter, edge strips or
established paving units, shall be installed vertically down to the granular base.
All edge restraints specified shall be supported on a compacted base.
Install edge restraints prior to installation of pavers.
3.07 SURFACE DRAINAGE:
Gradients and cross slopes shall have a minimum value of 2% (114" per foot) and
shall be channeled to appropriate drains away from any unrestrained edge.
3.08 SAND BEDDING COURSE:
Spreading: The bedding sand shall be spread loose in a uniform layer to give
depth after compaction of the paving units, of between nominally 1"-1 t..4". Under
no circumstances shall the bedding layer exceed 1 1/2" in thickness following
compaction of the pavement.
Screeding: The spread sand shall be carefully maintained in a loose condition and
protected against precompaction by traffic or rain both prior to and following
screeding. Sand shall be lightly screeded in a loose condition to predetermined
depth. Under no circumstances shall the sand be screeded in advance of laying
face to an extent to which paving will not be completed on that day. Any screeded
sand which is precompacted prior to laying of paving unit shall be brought back to
profile in a loose condition. Neither pedestrian nor vehicular traffic shall be
permitted on the screeded sand. The Contractor shall screed the bedding sand
using either an approved mechanical spreader or by the use of screed guides and
boards.
3.09 INSTALLATION OF PAVERS:
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General: Pavers with excessive chips, cracks, voids, discolorations or other
defects shall not be installed (See 2.OlA).
Joints: In order to maintain the desired pattern joint spacing must be consistent.
For maximum interlock, it is recommended that a joint spacing of approximately
118" be maintained. This spacing must also be provided for the first row abutting
the edge restraint.
Alignment: String lines or chalk lines on bedding sand should be used to hold all
pattern lines true.
Cutting: The gaps at the edge of the paving surface shall be filled with
manufactured edge pavers or with pavers cut to fit. Cutting shall be accomplished
to leave a clean edge to the traffic surface using a mechanical hydraulic or
guillotine cutter or masonry saw.
The use of infill concrete or discontinuities in patterns will not be permitted
except along the outer pavement boundaries; adjacent to drains, manholes and
edge restraints.
Sweeping Clean: Upon completion of cutting, the area must be swept clean of all
debris to facilitate inspection and to ensure pavers are not damaged during
compaction.
Inspection of Installed Pavers: After sweeping and prior to compaction, the paved
area must be inspected to ensure satisfactory color blending. Pavers can be moved
easily at this time to achieve good color distribution.
3.10 INITIAL COMPACTION OF PAVERS:
After inspection of the paving units, they shall be compacted to achieve
consolidation of the sand bedding and brought to design levels and profiles by not
less than three passes of a suitable plate compactor. Compaction shall be
accomplished by the use of a plate compactor capable of a minimum of 5000-
pound compaction force. Initial compaction should proceed as closely as possible
following installation of the paving units and prior to acceptance of any traffic or
application of sweeping sand.
3.11 PAVER INSPECTION:
Any units, which are structurally damaged during compaction, shall be
immediately removed and replaced.
3.12 JOINTING SAND:
The jointing sand shall be spread over the pavement after initial compaction has
been completed. This jointing sand shall be spread as soon as is practical after
initial compaction and prior to the termination of work on that day.
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The jointing sand shall be broomed to fill the joints. Excess sand shall then 1 0 C
removed from the pavement surface and the pavers shall be compacted again to
settle the jointing sand.
.
3.13 FINAL COMPACTION OF PAVERS:
After jointing sand has been installed and the pavement surface swept clean, final
compaction shall be accomplished by not less than two passes of the place
compactor.
Final compaction should proceed as closely as possible following installation of
jointing sand and prior the acceptance of any traffic.
Inspection by the Owner or his representative shall determine whether a second
application or partial application of jointing sand is required.
3.14 CLEANUP:
Sweep clean all paved areas of excess sand and dirt. Pick up and remove from the
site all surplus materials, equipment and debris resulting from this section of the
work.
3.15 TOLERANCE OF SURFACE PROFll..E:
All surface and pavement structures shall be true to the lines, levels, grades,
thickness and cross sections as shown on the drawings.
All pavements shall be finished to lines and levels to ensure positive drainage at
all drainage outlets and channels. In no case shall the cross slope of any portion of
the pavement be less than 2 percent (114" per foot).
The pavement surface shall not deviate by more than 112" in 10 feet from a
straight edge laid in any direction.
PART 4 - METHOD OF MEASUREMENTIBASIS OF PAYMENT
4.01 The method of measurement will the number of square yards of brick paver
traffic separator furnished and installed, exclusive of the Type F Curb and
Gutter which is measured and paid for under a separate pay item.
4.02 Price and payment will be full compensation for furnishing and installing
brick paver traffic separator including brick pavers, granular base, bedding
sand and jointing sand.
Payment will be made under the following item:
Item No. CC526-1-1 - Brick Paver Traffic Separator per square yard
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TECHNICAL SPECIAL PROVISION NO.2
MEDIAN BACKFILL/SCREENED LANDSCAPE TOPSOIL
PART I-GENERAL
1.01 SUMMARY
This section specifies requirements for the preparation, supplying and spreading of screened
topsoil in accordance with the median detail shown in the plans.
1.02 DESIGN AND PERFORMANCE REQUIREMENTS
Sand, silt, clay definitions, organic matter and product test methods shall be those adopted
and published by the Association of Official Analytical Chemist, 1111 19th Street, Suite 210,
Arlington, VA 22209.
1.03 QUALITY ASSURANCE
A. Qualifications
The entity and its workers performing the Work of this Section shall be a Florida
licensed landscape contractor experienced in work of complexity similar to that required
under this Section for a period of at least three years.
1. Testing Agency: Independent testing laboratory as approved by F.D.O.T. and
Collier County.
2. Requirements, Reference Standards and Regulatory Agencies: Conform to
requirements of all City, County and State agencies.
B. Test Requirements
A. Prior to delivery to the construction site, submit a representative sample of
screened topsoil for analysis to an independent laboratory to ensure
conformance to requirements specified in 2.01. Submit all test results to the
Engineer for written approval before delivery.
B. After delivery of screened topsoil to the construction site, submit a
representative sample for analysis to an independent laboratory to ensure
conformance to requirements specified in 2.01. Submit test results to the
Engineer for approval. In the event that the delivered sample is not consistent
with the sample approved prior to delivery, the Engineer will reject the
deli vered topsoil.
C. Certification:
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a. Prior to delivery of screened topsoil to the construction site, furnish the
Engineer with a written statement from topsoil supplier giving depth of
stripped topsoil, certification that the topsoil has never been treated with
herbicide and composition of the soil.
b. Manufacturer's certification and/or testing laboratory clarification that
content of soil conditioners meet specification requirements.
c. Manufacturer's certificate of fertilizer's chemical composition including, but
limited to, percentage and derivation of nitrogen, phosphorus, potassium, and
micro-nutrients.
d. Submit all certification to EngineerlLandscape Architect a minimum of one
week prior to installation of any material.
D. Test Reports:
Test reports shall consist of ph range, major and minor element analysis, soluble salt
concentrations, sand fraction analysis and testing laboratory recommendations as to
suitability of soil for planting and drainage. Reports shall be identified by project
name, date and soil mix type. The following reports are required:
1. Results of topsoil (on-site existing soil) analysis.
2. Results of planting soil mix analysis: one test required per each type of soil
mix with and without specified fertilizer (note: ph ranges for plant type).
3. Results of sand analysis. One sand fraction analysis required.
4. Results of imported topsoil analysis.
E. Soil Samples
1. Prior to delivery to the construction site, submit a one-pound sample of each
planting soil mix for analysis to an independent laboratory to ensure
conformance to requirements specified. Submit test results to the
Engineerllandscape architect for written approval a minimum of one week
prior to installation. Each sample must be clearly labeled as to contents.
2. Submit one-pound sample of each soil conditioner required to mix each
prepared planting soil mix.
3. Schedule soil sample with EngineerlLandscape Architect to verify location,
time, and conditions of samples.
1.04 DELIVERY, STORAGE, AND HANDLING
Do not deliver the screened topsoil to the construction site until the Engineer has
approved in writing the test results for the representative sample.
1.05 SUBMITTALS
A. Qualifications
Submit qualifications of the entity and its workers performing the Work of this
Section to the Engineer in accordance with 1.03.A. Include names of clients,
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telephone numbers, and contract amounts for work performed in the last three years
and experience records of workers performing the Work of this Section.
B. Products
Submit a complete "Product List" which lists the products to be used under this
Section.
C. Test Reports
Submit laboratory analysis of screened topsoil to the Engineer in accordance with
1.03.
D. Certification
Submit to the Engineer certification required by 1.03.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Screened Topsoil
Topsoil shall be fertile, friable, natural loam topsoil, free of subsoil, taken from a
depth of no more than 1 foot, or less if subsoil is encountered, supplier-certified as
having been obtained from an area which has never been treated with herbicide and
conforming to the following:
1. Screened topsoil shall be of uniform quality, free from hard clods, stiff clay,
hard pan, sods, partially disintegrated stone, lime, cement, ashes, slag,
concrete, tar residues, tarred paper, boards, chips, sticks or any other
undesirable material.
2. There shall be no exotic or noxious weeds or weed seeds (i.e. Nut grass,
Bermuda grass, sedges and the like).
3. In no case shall there be more than 5% by volume of stones, coarse sand,
gravel or clay lumps larger than one inch (I") in diameter.
4. Screened topsoil shall contain a minimum of 5% organic matter as
determined by loss on ignition of moisture-free samples and the ph range
shall be 5.0 to 7.0 inclusive and shall contain no substance which will impede
plant growth. Adjustment of the ph shall only be allowed for increasing the
ph level by adding dolomitic limestone.
5. Maximum Soluble Salts: 300 ppm
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.
6. Screened topsoil shall be graded as follows:
PASSING
RETAINED ON
PERCENTAGE
1" SCREEN 1 00%
1" SCREEN 2 mm (No. 10)
Sieve
not more than 5%
Note to reviewer: Collier County to clarify this requirement.
7. Test ph of topsoil in accordance with current industry standards. If ph is not
between 5.0 and 7.0, add approved soil conditioner/additive to bring ph
within that range.
PART 3 -EXECUTION
3.01 APPLICATION
A. Backfill median with approved screened topsoil to required grade.
B. Minimum thickness of topsoil to be 8" throughout the median.
3.02 CLEANUP
A. Immediately clean up spills, soil and conditioners on paved and finished
surface areas.
A. Remove debris and excess materials from project site daily.
PART 4 - METHOD OF MEASUREMENTIBASIS OF PAYMENT
4.01 METHOD OF MEASUREMENT
The method of measurement will the number of cubic yards of median
backfill/screened topsoil furnished and installed in locations indicated on the
plans.
4.02 BASIS OF PAYMENT
Price and payment will be full compensation for furnishing and installing median
backfill/screened topsoil.
Payment will be made under the following item:
Item No. CC580-1 - Prepared Topsoil - per cubic yard
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ISSUED FOR BIDDING 1-10.05
TECHNICAL SPECIAL PROVISION NO.3
MODIFICATIONS TO THE AIRPORT-PULLING ROAD BRIDGE OVER
THECOCOHATCHEECANAL
CONSTRUCTION TECHNICAL SPECIFICATIONS
This project shall be constructed in accordance with the 2004 Florida Department of Transportation
Standard Specifications for Road and Bridge Construction, referenced hereinafter as the
Specifications unless otherwise stated in the Technical Special Provisions (TSP) which follow:
TSP3-1.
SECTION 360, CONCRETE APPROACH SLABS
Add the following specification section:
360-1 Descrilltion:
This work shall consist of the construction of concrete approach slabs at each end of the bridge.
This includes furnishing and placing the reinforcing steel and concrete as detailed on the plans and
in accordance with the Specifications for this project. Subgrade shall be as detailed on the plans
and for roadway approaches.
360-2 Materials:
Materials used in this work shall conform to the requirements of Division ill and to the
requirements detailed on the plans. Specific references or Specifications are as follows:
1) Excavation and Embankment - Section 120
2) Concrete Class N - Section 346
3) Reinforcing Steel - Section 415
360-3 Method of Measurement:
The quantity to be measured for payment will be the number of approach slabs complete in place.
360-4 Basis of Pavrnent:
The accepted quantity will be paid at the contract unit price for the item "Concrete Approach Slabs-
Each", which will be full compensation for preparing subgrade, which is comprised of both the sub-
base and base courses, furnishing and placing the reinforcing steel and concrete, and the furnishing
of all labor, tools, equipment, and incidentals necessary to complete the work.
Payment will be made under:
Item 360-1 Concrete Approach Slabs - Each
TSP3-2. SECTION 400- CONCRETE STRUCTURES
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.
Delete the last two paragraphs in FDOT Standard Specifications Section 400-11.4 and insert the
following:
Sub-Article 400-11.4 Bearing Pads:
400-11.4.1 BeariDe: Devices:
400-11.4.1.1 Description:
This work shall consist of furnishing and installing bearing pads as detailed on the plans and as
directed by the Engineer.
400-11.4.1.2 Materials:
The elastomer for the bearing shall be neoprene rubber with a Shore A Durometer hardness of 50.
All materials shall conform to the requirements of the AASHfO Standard Specifications for
Highway Bridges and the AASHfO Material Specification M251. In addition, all materials shall
be in conformance with Section 932, Article 932-2.2 of the Specifications.
400-11.4~1.3 Fabrication Drawine:s:
Fabrication drawings are not required for these pads.
400-11.4.1.4 Method of Measurement:
The quantity to be measured for payment will be the number of bearing pads complete and in place.
400-11.4.1.5 Basis ofPavment:
The accepted quantity will be paid at the contract price for each pad, which will be full
compensation for fabrication, shipping, handling, and placing the pads and the furnishing of all
labor, tools, equipment, and incidentals necessary to complete the work.
Payment will be made under:
Item 400-129 Bearing Pads - Each
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TECHNICAL SPECIAL PROVISION NO.. 4
IRRIGA TION SLEEVES
PART 1 GENERAL
1.01 WORK INCLUDED
A. Pipe and Fittings
B. Installation of system
1.02 REFERENCES
A. A WW A C900: Polyvinyl Chloride (PVC) Pressure Pipe, 4 in. through 12 in., for Water.
B. ASTM D2241: Polyvinyl Chloride (PVC) Plastic Pipe.
C. ASTM D1784: Rigid Polyvinyl Chloride (PVC) Compounds and Chlorinated Polyvinyl
(CPVC) Compounds.
1.03 SUBMITTALS
A. Submit product data for pipe and pipe accessories under provisions of Section 01340, Shop
Drawings, Product Data and Samples. All pipe to be installed shall be inspected and tested
at the foundry or plant as required by Specifications to which the pipe is manufactured.
Furnish to Engineer sworn certificates of such tests and their results.
1.04 PROJECT RECORD DOCUMENTS
A. Accurately record location of pipe runs, connections, valves, and invert elevations.
B. Identify and describe discovery of uncharted utilities.
PART 2 PRODUCTS
2.01 IRRIGATION SLEEVE MATERIALS
A. Polyvinyl Chloride (PVC) Pipe:
1. Pipe smaller than 4 inches: Conform to requirements of ASTM D2241 with a
standard dimension ratio (SDR) of 21, and pressure rating of 200 psi. PVC material
used in the pipe shall be as specified in ASTM D1784, Cell Classification 12454-B.
2. Pipe 4 inches through 12 inches: Conform to requirements of A WW A C-900 with a
dimension ratio of 18, pressure class 150. PVC material used in the pipe shall be as
specified in ASTM D1784, Cell Classification 12454-B. Under existing or
proposed pavement or other sections indicated on the Drawings, PVC pipe with
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dimension ratio of DR 14, pressure class 200, shall be used and extend five feet
beyond edge of pavement.
B. Joints
1. Push on.
C. Accessories
1. Identification tape for PVC pipe: Polyethylene, metalized tape buried approximately
24 inches above top of pipe. Tape width shall be three inches minimum. Tape
colors and imprints shall be as follows:
Imprint Color
a. Caution-Irrigation Line Buried Blue
2.02 BEDDING AND BACKFILL MATERIALS
A. Materials and construction: In place excavated materials to be used for backfill, except that
particles equal to or larger than 1 inch shall be removed. Compaction and density
requirements shall be in accordance with requirements for the roadway construction at the
location of the irrigation sleeve.
PART 3 EXECUTION
3.01 HANDLING OF PIPE AND ACCESSORIES
A. Haul, unload and distribute pipe, fittings, and other accessories at the site.
B. Avoid damaging pipe or pipe linings. Under no circumstances shall materials be dropped.
Remove all cracked pipe and fittings from site. If any defective pipe is discovered after it
has been laid, it shall be removed and replaced with sound pipe at no additional cost to the
Owner.
C. In distributing the material at the site of the Work, unload each piece opposite or near
where it is to be laid in the trench.
D. Keep interior of all pipe, fittings, and accessories free from dirt and foreign matter at all
times.
E. Cover PVC pipe during storage.
3.02 LA YING OF PIPE
A. Lay pipe and fittings to the line and grades shown on the Drawings. Make no deviation
from required line or grade except with written approval of Engineer.
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ISSUED FOR BIDDING 1-10-05
B. Lay PVC pipe in accordance with requirements of A WW A Specification C-900 and
manufacturer's recommendations.
C. At all times when pipe laying operations are not in progress (including lunch hours), place a
suitable stopper in end of pipe to prevent water, mud or other foreign material from
entering pipe.
D. In no case shall pipe be cut by burning, but by saw, cutter or abrasion. Bevel all cut ends.
E. Install joints in strict accordance with manufacturer's recommendations.
F. The end of each irrigation pipe sleeve shall be capped after flushing.
3.03 DIRECTIONAL BORING
A. Install irrigation pipe sleeve by directional boring where indicated on plans and In
accordance with Standard Specification Section 555.
B. Inspect roadway above the work before, during, and after placing of pipe. If settlement
occurs, repair roadway at no additional cost to the County to its original grade.
3.04 CLEANING, FLUSHING AND HYDROSTATIC TESTING
A. Thoroughly flush irrigation sleeves upon completion of pipe installation for any section.
Dispose of water without causing a nuisance or property damage. Make arrangements with
utility company for furnishing of water for cleaning, flushing and testing. Pay all costs for
such water. Closely coordinate flushing times and duration with County personnel in order
to minimize any pressure or supply reduction. All flushing shall be full bore flush.
PART 4 - METHOD OF MEASUREMENTIBASIS OF PAYMENT
4.01 METHOD OF MEASUREMENT
The method of measurement will the number of linear feet of irrigation pipe sleeve
installed in accordance with the plans in existing unpaved locations.
4.02 BASIS OF PAYMENT
Price and payment will be full compensation for furnishing and installing irrigation pipe
sleeve, marking tape, excavation and backfill, end caps, flushing and restoration of
surfaces. Irrigation pipe sleeve installed by directional boring under existing paved
locations will be paid for under its respective item.
Payment will be made under the following items:
Item No. 1090-137-05 - Pipe (PVC) (Irrigation Sleeve, 2" Dia.) - per foot
Item No. 1090-137-08 - Pipe (PVC) (Irrigation Sleeve, 6" Dia.) - per foot
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IssulFQBI~'NG H~
TECHNICAL SPECIAL PROVISION NO.5
UTILITY LOCATES
PART 1 GENERAL
1.01 WORKINCLUDED
A. Locate existing utilities underground or under pavement.
B. Relocation of existing County utilities to eliminate conflicts.
1.02 SUBMITTALS
A. When requested by Engineer, proposed method of locating existing utility or proposed
method and cost to eliminate conflict with existing County utility.
1.03 PROJECT RECORD DOCUMENTS
A. Accurately record horizontal and vertical location of pipe runs, pipe sizes, pipe colors,
connections, valves, and invert elevations.
B. Identify and describe discovery of uncharted utilities.
PART 2 PRODUCTS
2.01 MATERIALS
In accordance with existing conditions and/or approved method of eliminating conflict with
existing County utilities.
PART 3 EXECUTION
3.01 UTILITY LOCATES - UNDERGROUND
A. When authorized in writing by the Engineer, provide horizontal and vertical location
including pipe sizes, pipe colors, connections, valves, and invert elevations of existing
County utility by excavation, vacuum extraction or other methods.
B. Restore location to its original condition after location of utility has been obtained.
C. Damage to existing facilities resulting from utility locate operation shall be restored or
repaired at no additional cost to the County.
3.02 UTILITY LOCATES - UNDER PAVEMENT
A. When authorized in writing by the Engineer, provide horizontal and vertical location
including pipe sizes, pipe colors, connections, valves, and invert elevations of existing
County utility by excavation, vacuum extraction or other methods.
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ISSUED FOR BIDDING 1-10-05
B. Restore location to its original condition including paved surfaces after location of utility
has been obtained.
C. Damage to existing facilities resulting from utility locate operation shall be restored or
repaired at no additional cost to the County.
PART 4 - METHOD OF MEASUREMENTIBASIS OF PAYMENT
4.01 METHOD OF MEASUREMENT
A. For utility locates, the method of measurement will be the number of utility locations
underground or under pavement obtained.
B. For utility conflict resolution, the method of measurement will be the approved cost of
utility conflict resolution work that is satisfactorily performed and approved by the
Engineer for payment as a percentage of the lump sum,c?ntract unit price for the
respective payment item. ,.
4.02 BASIS OF PAYMENT
Price and payment will be full compensation for obtaining utility location information or
for performing the work to eliminate a utility conflict, as approved by the Engineer.
Payment will be made under the following items:
Item No. 737-70-1- Utility Locates - Underground - each
Item No. 737-70-2 - Utility Locates - Under Pavement - each
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IslDQR c'D1NG 1-10-0:
TECHNICAL SPECIAL PROVISION NO.6
BMP STRUCTURES
PART 1- GENERAL
1.1 DESCRIPTION
A. Scope
The Contractor shall furnish all labor, equipment and materials necessary to install the BMP
structure units specified in the plans and specifications.
B. Related Work
Dewatering
Structure Excavation and Backfill
Storm Sewers
C. BMP STRUCTURE UNIT
The BMP structure unit shall be a "Stormceptor@" model as manufactured by
Hydro Conduit (800) 909-7763, or approved equal.
The use of BMP structure units other than "Stormceptor@" is acceptable provided
that the BMP structure units achieve, at a minimum, the performance requirements
of these plans and specifications for BMP structures. The contractor shall be solely
responsible for demonstrating to the Engineer that the selected BMP structures meet
these performance requirements. In addition, the contractor shall be solely
responsible for the cost of any redesign of storm sewer piping systems and any other
item of work in the Contract affected by the selection of an alternate BMP structure.
All redesigns of any unit of work associated with the use of any BMP structure shall
be performed by a professional engineer registered in the State of Florida and any
and all work products which are necessary and performed by said professional
engineer shall bear the signature and seal of the professional engineer. All redesigns
shall be submitted in accordance with the procedures for the submittal for shop
drawings.
In addition, the Contractor shall be responsible for obtaining a modification to the
existing ERP Permit (Standard General Permit No. 11-00861-S) issued for this
project by the South Florida Water Management District. The Contractor's
responsibilities shall include all costs pertaining to investigations, designs,
professional engineering services and any other items that may be required to obtain
approval of a request for modification the ERP permit. The request for ERP permit
modification shall indicate the type or types of BMP structure units to be utilized by
the Contractor for this project
The BMP structure unit shall remove oil and sediment from storm water during
frequent wet weather events. The BMP structure unit shall treat a minimum of the
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ISSUED FOR BIDDING 1-10-05
_percentage shown in the permit application of the annual runoff volume and be
capable of removing the percentage shown in the permit application of the total
suspended sediment load (TSS) and greater than 90 percent of the floatable free oil.
The BMP structure unit shall be capable of trapping silt and clay size particles in
addition to large particles. The BMP structure unit shall be installed underground as
part of the storm sewer system and shall be structurally designed for traffic loading
(HS-20 minimum) at the surface. The storage in the BMP structure unit shall be
vertically oriented. The BMP structure unit shall be maintainable from the surface
via one access point.
The difference between the inlet pipe elevation to the BMP structure unit and the
outlet pipe elevation from the BMP structure unit shall be 1 inch (25 mm). For a
multiple inlet pipe or inlet design, there shall be a 3-inch (75 mm) difference
between horizontal inlet pipe inverts and the outlet pipe invert. The BMP structure
unit shall be capable of being used as a bend structure in the storm sewer pipe
system. The access cover for all non-inlet type BMP structure units shall clearly
indicate that it is an oil/sediment separator.
The BMP structure unit shall be capable of containing spills of floatable substances
such as free oil and shall not be compromised by temporary backwater conditions
(i.e., trapped pollutants shall not be re-suspended and scoured from the BMP
structure unit during backwater conditions).
The capabilities and performance of the selected BMP structure unit shall be
documented with scientific studies and reports of similar units that have been
installed in the state of Florida within five years of the: bid advertisement date of this
project. Preference will be given to BMP structure units that have been verified by a
state or federal stormwater verification program.
1.2 QUALITY ASSURANCE
A. Inspection
All components shall be subject to inspection by the Engineer at the place of manufacture
and/or the project location. All components are subject to being rejected or identified for
repair if the quality of materials and manufacturing do not comply with the requirements of
this specification. Components which have been identified as defective may be subject for
repair where final acceptance of the component is at the discretion of the engineer.
B. Warranty
The Contractor shall guarantee the BMP structure unit components against all manufacturer
originated defects in materials or workmanship for a period of twelve (12) months from the
date of final acceptance of the project. The manufacturer shall, upon its determination,
repair, correct, or replace any manufacturer originated defects advised in writing to the
manufacturer within the referenced warranty period.
C. Manufacturer's Performance Certificate
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1-10-05
Iss1 FO .k'NG ,.'0.:
The BMP structure unit manufacturer shall supply a "Manufacturers Performance
Certification" certifying that each BMP structure unit shall achieve the pollutant removal
efficiencies listed in these specifications. This certification must include lab and
independent field reports that substantiate performance capabilities. The certification shall
unequivocally state the removal efficiencies of total suspended solids (TSS) achieved by the
BMP structure unit(s) at 25%,50%, 75%, and 100% of its treatment capacity as well as the
net annual TSS removal as calculated for the basin it is to be installed to treat. Treatment
capacity used in this certification shall be as defined in Subsection 2.2.C.1. The TSS
particle size gradation is defined for the purpose of equal comparison as 75 to 600 microns
(75 to 600 millimeters).
1.3 SUBMITTALS
A. Shop Drawings
The contractor shall prepare and submit five (5) copies shop drawings for Engineer's review
and approval. The shop drawings shall detail horizontal and vertical dimensioning,
reinforcement and joint type and locations.
PART 2.0 - PRODUCTS
2.1 MATERIALS AND DESIGN
A. Precast concrete components shall conform to applicable sections of ASTM C-478:
1. Concrete shall achieve a minimum 28-day compressive strength of 4,000 pounds per
square inch (psi);
2. Unless otherwise noted, the precast concrete sections shall be designed to withstand
foreseeable lateral earth and AASIITO H-20 traffic loads;
3. Joints shall be sealed with preformed joint sealing compound conforming to ASTM
C-990 and
4. Components shall not be shipped until a 4,000 psi compressive strength has been
attained or until 5-days after fabrication.
B. Access systems shall conform to the following:
1. Manhole castings shall be designed to withstand AASIITO H-20 loadings and be
manufactured of cast iron.
2. Hatch systems subject to direct traffic loads shall be designed to withstand
AASIITO H-20 loadings.
2.2 POLLUTANT REMOV AL PERFORMANCE
A. HYDRAULIC CAPACITY
1. The BMP structure unit shall provide a conveyance flow capacity that is equal to or
greater than the peak discharge rate generated by the design storm, or equal to or
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IloQRCoOING 1-10:5
greater than the pipe capacity as defined by the Engineer. Calculations shall be
provided for each BMP structure unit to ensure that there will be no adverse
hydraulic impact upstream during these flow conditions.
2. Calculations for each BMP structure unit shall be submitted that show the maximum
flow rate able to be processed in the BMP structure unit's treatment chamber before
bypass begins to occur so that the engineer can evaluate total volume expected to be
treated by the device.
3. If the BMP structure unit is designed in such a way as to possibly discharge
previously captured pollutants when the conveyance capacity flow rate of the device
is reached, then the BMP structure unit shall have a full bypass mechanism allowing
these flows to pass around the treatment chamber where pollutants are captured and
stored. Calculations listing head losses and hydraulic grade line impacts of this
bypass system at the conveyance flow rate shall be submitted to the engineer.
B. STORAGE CAPACITY
1. The BMP structure unit shall have a sump or other comparable device that isolates
captured sediments from the high velocity area of the treatment chamber so that they
will not be re-suspended and discharged after capture.
2. The sump storage capacity of each BMP structure unit intended for use on this
project shall be provided by the manufacturer. The storage capacity allowed for
each unit shall be limited to that which does not degrade the BMP structure unit's
treatment efficiency as captured pollutants accumulate. The sediment storage area
shall be separate from the treatment processing area of the BMP structure unit(s) in
order to minimize the probability of re-suspension.
3. In order to not restrict the owner's ability to maintain the BMP structure unit, easy
access from the ground surface to the sump chamber for cleanout and visual
inspection shall be provided. Access size shall be sufficient to visually verify that all
pollutants have been removed from the sump at time of c1eanout. Internal access
dimensions inside the BMP structure unit shall be the same diameter as the manhole
access at the surface or larger to facilitate easy c1eanout.
4. The BMP structure unit shall be designed to capture and retain Total Petroleum
Hydrocarbons generated by wet-weather flow and dry-weather gross spills.
Minimum oil capture shall be 150 gallons.
c. POLLUTANTREMOVALEFFICffiNC~
1. The intent of the BMP structure unites) specified for this project is to provide a
treatment capacity which is consistent with governing water treatment regulations.
BMP structure unit "treatment capacities" are defined in different ways by different
manufacturers and it is recognized that all BMP structure units will be subject to a
range of flows.
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.
To aid the equal comparison of any proposed BMP structure unit, the manufacturer
shall state the removal efficiencies of total suspended solids (TSS) achieved by the
BMP structure unit(s) intended for use on this project at 25%, 50%, 75%, and 100%
of the manufacturer listed treatment capacities. The TSS particle size range is
defined for the purpose of equal comparison as 75 to 600 microns (0.75 to .6
millimeters). This required data shall be submitted in tabular form in the following
format:
Column 1
BMP BMP
STRUCTU STRUCTURE Maximum
RE UNIT UNIT "Trmt TSS Removal % TSS Removal % TSS Removal % TSS Removal % Impervious Area
That Can be
Treated By BMP
Model # Flow Rate" At 25% of Flow At 50% of Flow At 75% of Flow At 100% of Flow STRUCTURE UNIT
While Achieving
As Listed By In Column 1 In Column 1 In Column 1 In Column 1 80%
Net Annual TSS
Manufacturer Removal
(CFS) (%) (0/0) (%) (%) (Acres)
2. The BMP structure unit shall be capable of achieving an 80 percent net annual
reduction of the total suspended solid load expected to be generated by the drainage
basin(s) of this project.
For each BMP structure unit intended for use on this project, calculations verifying
the 80 percent net annual removal shall be submitted to the engineer as well as the
methodology and supporting information such as laboratory studies, with correlating
independent field reports that justify the calculation. The supporting information
submitted shall include a table showing the claimedllisted treatment flow rate of the
BMP structure unit tested; the flow rate, in cubic feet per second, at which the unit
was tested; and the particle size gradation and concentration of the TSS used during
testing.
3. The BMP structure unit shall be capable of capturing and retaining free oil, grease
and total petroleum hydrocarbons. If the Contractor proposes to use a BMP structure
unit that uses absorbents for the capture of oils, greases and other petroleum based
materials, the price bid per unit shall include a five year supply of absorbent per unit
generated by the annual wet weather total flows expected for Collier County, Florida
and a minimum of two dry-weather gross spills.
2.3 MANUFACTURER
The manufacturer of the BMP structure units shall be one that is regularly engaged in the
engineering design and production of systems deployed for the treatment of storm water runoff
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ISSUED FOR BIDDING 1-10..Q5
for at least five (5) years and which have a history of successful production and operation and
which is acceptable to the Engineer.
PART 3 - EXECUTION
3.1 HANDLING AND STORAGE
1. The contractor shall exercise care in the storage and handling of the BMP structure
unit components prior to and during installation. Any repair or replacement costs
associated with events occuning after delivery is accepted and unloading has
commenced shall be born by the contractor.
3.2 INSTALLATION
1. Subgrade Preparation
Unless otherwise noted, the contractor shall construct the BMP structure unit upon a
prepared sub-grade compacted to a minimum of 95 percent of the maximum modified
proctor density per AASHTO T-180 and stabilized to a minimum bearing capacity of
2,000 pounds per square foot. Alternatively, the excavation shall be over excavated a
minimum of 12 inches and backfilled with clean aggregate compacted to a minimum of
95 percent of the maximum density per AASHTO T-180.
2. Installation shall be in strict accordance with manufacturer's installation procedures, the
plans and specifications and as governed by field conditions at each installation site. A
representative of the manufacturer who is thoroughly familiar with the installation and
operation of the BMP structure units shall be onsite and provide technical assistance to
the Contractor during the installation of a minimum of the first three (3) units to be
installed and a minimum of the first two (2) different models to be installed. The
manufacturer's representati ve shall be available at all times during the life of the
Contract to provide technical consultation and assistance to the Contractor and/or the
Engineer regarding the installation of the BMP structure units. The Contractor shall
provide the manufacturer's representative's certification that each BMP structure unit
was installed in accordance with the manufacturer's recommended procedures.
3. The Contractor shall provide five copies of the manufacturer's complete operation and
maintenance manual for each model unit and the manufacturer's recommended initial
and annual maintenance schedule for the distribution, duration and intensity of rainfall
events anticipated for the average year in Collier County, Florida, based on a minimum
of the last twenty years of records from the National Weather Service for Collier
County, Florida.
PART4-MEASUREMENT AND PAYMENT
4.1 METHOD OF MEASUREMENT
The method of measurement will the number of units of each size satisfactorily installed in
accordance with the plans and specifications.
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4.2 BASIS OF PAYMENT
Price and payment will be full compensation for furnishing and installing the BMP structure
unit, excavation and backfill, pipe connections, flushing and restoration of surfaces
Payment will be made under the following item:
Item No. 425S- BMP Structure - each
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TECHNICAL SPECIAL PROVISION NO.7
THE PROVISIONS OF THIS TECHNICAL SPECIAL PROVISION SHALL GOVERN WHEN IN
CONFLICT WITH FDOT STANDARD SPECIFICATIONS AND SUPPLEMENTS THERETO AS
PROVIDED IN THE CONTRACT DOCUMENTS FOR THIS PROJECT.
COLLIER COUNTY ROADWAY LIGHTING SPECIFICATIONS
1. Except as noted on the Engineering Design Plans, Installation shall be in accordance with the latest versions of
the State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction,
the State of Florida Department of Transportation Design Standards, Collier County Traffic Operations Pole
Wiring Detail Number 03-200 and Collier County Service Point Detail Number 03-201 Latest Edition.
2. Prior to any equipment order, the contractor shall submit for approval by the Project Manager, Traffic
Operations Department, Transportation Services Division, equipment specifications and design data for all
material proposed for the project. These must specifically include:
a. Luminaire (Cobra Head, Full Cutoff Optics Type II Preferred, Type III Acceptable)
b. Pole Shop Drawings with Arm{s)
c. Transformer Base Shop Drawings
d. Fuse Holder, Fuse, Fuse Neutral, and Surge Protector at transformer base
e. Precast Concrete Foundation (Cast In-Place Ground Wire Is NOT Approved. Min. W' PVC Conduit
Required)
f. Service Point Load Center Enclosure and Support Post with Stainless Steel Safety Switch per CCTO
03-201.
g. Surge Arrestor at service point entrance
h. Pull Box with Lid (Strongwell Pull Box PG1324BA12 with Heavy Duty Lid PG1324HAOO or
equivalent)
Control Panels and Contactors shall be ITE or Square D Brand or approved equivalent. Enclosure shall be
stainless steel E-BOX Catalog No. S24368N4X or approved equivalent.
3. House side light trespass and glare shall be held to a minimum while providing maximum light to the roadway.
4. All electrical work shall meet the requirements of the latest editions of the National Electrical Code, and The
State of Florida Department of Transportation Design Standards, and Standard Specifications for Road and
Bridge Construction.
5. The contractor shall be responsible for contacting all utility companies prior to any underground work. The
Utility Company will locate and identify their facilities.
6. Contractor shall determine the service-required date for the power company transformer installation at the pre-
construction conference.
7. Furnish and Install a Black 4 inch Series "C" number for each pole as indicated on the Pole Data Sheet. Pole
number shall be placed at approximately breast height 45 degrees from perpendicular to roadway and visible in
the direction of the travel lane. Two Digit Numbers Shall Be Placed Horizontal. Three Digit Numbers Shall
Be Placed Vertical.
8. Conduit Installation per FDOT Index 17721. Conduit routing shall be pole to pole maintaining pole setback
distance from edge of pavement. Any cable routing in locations where guardrail is proposed shall be 2 foot.
9. All conduit that will remain empty, as spares shall be mandrel tested, cleaned inside and both ends capped_
Install a corrosion resistant pulVdrag wire and place pull boxes to mark the location of the ends of the
conduits.
10. Payment for conduit shall include cost of trenching and/or boring and all conduit. See FDOT Section 555 &
CCTO 04-327.
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11. At all pull boxes and pole bases ends of conduit shall be a minimum of 2 inches above the foundation and
sealed in accordance with Section 630 of the Standard Specifications for Road and Bridge Construction.
12. Neutral wires to have white insulation. Do not use white or green insulated wires for ungrounded conductors.
Hot conductor shall be Red or Black. Neutral Conductor shall be White. Grounding Conductor shall be
Green.
13. Before final acceptance, contractor shall provide 2 sets of full size as-built plans to the Traffic Operations
Section of the Transportation Operations Department.
14. Sod used in the restoration of disturbed earth shall be dug-in or rolled as required to match the existing grade.
15. One inch of water per week shall be required for a minimum of four (4) consecutive weeks for the purpose of
establishing sod. This can be waived during construction, if and only if there is a minimum of one inch of rain
per week on all sod on the project.
16. Laminated wiring schedule shall be placed inside the cover of each lighting circuit service point enclosure.
;~
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TECHNICAL SPECIAL PROVISION NO.8
THE PROVISIONS OF TillS TECHNICAL SPECIAL PROVISION SHALL GOVERN WHEN IN
CONFLICT WITH FDOT STANDARD SPECIFlCA TIONS AND SUPPLEMENTS THERETO AS
PROVIDED IN THE CONTRACT DOCUMENTS FOR THIS PROJECT.
COLLIER COUNTY TRAFFIC SIGNAL INSTALLATION AND
MAINTENANCE
SPECIFICA TIONS FOR NEMA TS2- TYPE 1 ACTUATED CONTROLLER ASSEMBLIES
1.0 SCOPE
1.1 This Specification outlines the mInImUm acceptable requirements for TS2- Type 1 actuated traffic signal
Controller Assemblies. The Controller Assembly shall include the Controller Unit, Malfunction Management Unit,
Bus Interface units, terminals and facilities, Cabinet Power Supply, Load Switches, Flasher, and Detectors.
1.1.2 A fiber optic modem meeting the requirements outlined within this specification shall be supplied with each
controller assembly.
1.1.3 The controller assemblies shall be supplied with a fiber optic communications interface that is fully
compatible with the counties existing Advanced Traffic Management System.
1.1.4 The controller cabinet assembly shall include approved rack mounted detector assemblies with external power
supply(ies). The rack with associated field hook-up panel(s) shall be fully wired and capable of 16 channels of
detection, with 2 spare slots, and consecutively labeled according to NEMA phase associations. When the rack
assembly with power supply is furnished as part of the cabinet assembly, the cost of such shall be covered by the
cost of the controller/cabinet assembly Pay Item. The Contractor shall provide additional racks, power supplies and
mounting hard wire when detection requirements exceed 16 channels, or as shown on the plans. The cost of the
additional racks, power supplies and mounting hardware shall be included in the cost of the detector units.
2.0 CONTROLLER UNITS
2.1 Each Controller Unit shall be solid state digital, based upon microprocessor design. The Controller shall meet,
as a minimum, all applicable sections of the NEMA TS 2 Traffic Controller Assemblies with NTCIP Requirements,
1998. Where differences occur, this specification shall govern.
2.2 PHYSICAL STANDARDS
2.2.1 Dimensions:
The Controller Unit shall be compact in design so as to fit in limited cabinet space, and shall be capable of being
shelf mounted.
2.2.2 The Controller Unit shall be modular in design. Circuit boards shall be vertically mounted with card guides
both top and bottom. Alternatively, the circuit boards may be mounted on standoffs. The enclosure shall be designed
for easy access during maintenance. It shall be permissible to accomplish this with the use of extender boards or
cables. If extender boards or cables are required for maintenance of the Controller Unit 2 sets shall be supplied with
every 10 (ten) Controller Units Purchased.
2.2.2.1 The enclosure shall be constructed of sheet steel or aluminum and shall be finished with an
attractive and durable protective coating. Model, serial number, and date of manufacture shall be
permanently displayed on the top outside surface.
2.2.3 Circuit Board Construction
All circuit boards shall meet the NEMA Standard, plus the following requirements.
a. All plated through holes and exposed circuit traces shall be plated with solder.
b. A solder mask shall cover both sides of the printed circuit board.
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c. The circuit reference designation for all components and the polarity of all capacitors and diodes
shall be clearly marked adjacent to the component. Pin 1 of all integrated circuit packages shall be
designated on both sides of all circuit boards. If the designations are silk screened, epoxy-based
ink shall be used.
d. Both sides of all circuit boards shall be coated with a clear moisture-proof and fungus-proof
coating.
e. All electrical mating surfaces shall be gold platted.
2.3 FRONT PANEL and CONNECTORS
2.3.1 The front of the Controller Unit shaH consist of a panel(s} for display, keypad, fuse-holders and connectors.
The paneI(s} shall be removable for maintenance and will require only simple hand tools to remove. Alternatively
the front panel may function as a door to aHow access to the circuit boards.
2.3.2 The display shall be liquid crystal in design. The display shall be back-lighted for ease of viewing with
multiple levels of contrast adjustment. The display shall be alphanumeric with at least 8 lines by 40 characters per
line and shall show program and status information. The display area shall have a minimum measurement of I 1/2
inches high by 4 1/2 inches wide.
.,
2.3.3 A keypad shaH be used for manual entry of timing values and to request di~play of dynamic timing conditions.
The following characteristics shaH be required:
a. Verification - The keyboard shall provide a "tactile" indication of contact when depressed. A "load
check" status indicator or the display shall blink once to indicate timing parameters have been
loaded into memory. An audible feedback to indicate that a key press has been registered is
desirable, but not a requirement of this specification. An audible keypad function may be supplied.
Means shall be provided to toggle this function ON/OFF and control volume level.
2.3.4 The following interface connectors shall be accessible from the front of the controller:
· Type I ControHer Unit only: Connector A shall mate with MS3106 (}-18-IS
· Port I SDLC - 15 pin metal shell D sub-miniature (gold plated female contacts)
. Port 2 RS 232 - 25 pin metal sheH D sub-miniature (gold plated female contacts)
. Port 3 FSK - 9 pin metal shell D sub-miniature (gold plated male contacts)
2.3.5 If input/output functions in addition to those covered in TS 2-1998 are supplied, an additional connector may
be used. Such additional connector(s) shall not be interchangeable with any other connectors on the front of the
Control Unit. Multiple connectors for additional communication capabilities are acceptable.
2.4 PROGRAMMING METHODS
2.4.1 The methods listed below shall be available for Controller Unit programming:
a. Manual data entry via the front panel keyboard.
b. Data down-loading via telemetry from a central system or master that is connected to a Personal
Computer in a closed loop system.
c. Data downloading from a Personal Computer via a Modem.
d. Data downloading from a Personal Computer via a NuH-Modem cable.
e. Data downloading from one Controller Unit to another using the serial port of each Controller
Unit.
2.4.2 Programming Security - The ControHer Unit shall have an access (Security) code capability.
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2.4.3 Programming Displays - Controller Unit programming and status display shall be menu driven. English
Language and Traffic Engineering terminology shall be used to facilitate programming. Programming shall not
require the use of reference cards or manuals. A content sensitive Help feature is shall be provided.
2.4.4 Programming Utility
2.4.4.1 A copy function shall permit copying all timing from one phase to another. It shall also allow copying all
coordination pattern data from one pattern to another.
2.4.4.2 The Controller Unit shall have a back-up data base stored in nonvolatile memory. The operator shall be able
to download these backup timings to the active database from the keyboard.
2.4.4.3 Means shall be provided, for user definition, for the display of the software version in use.
2.4.4.4 A display shall be provided to assist the user in programming the Malfunction Management
unit Programming Card, based on the Controller Unit ring structure and overlap programming.
3.0 ACTUATED CONTROL
The Controller Unit shall provide all the control functions required by NEMA TS2 Standard. In addition, it shall
provide the features described in this section.
3.i PHASiNG
3.1.1 The Controller Unit shall be programmable in any combination of two to sixteen phases and four ring
configurations.
3.1.2 Phasing information shall be programmable and shall be stored in removable EEPROM data memory modules.
These modules shall be interchangeable from controller to controller of the same manufacturer.
3.1.3 The standard phase sequence of the Controller Unit shall also be capable of being altered by coordination,
time-of-day or external alternate sequence command. Each of the fifteen alternate sequence commands shall allow
reversing the normal phase sequence of eight phase pairs. The sixteen total sequences shall offer every combination
of lead-lag on an eight phase quad-left application.
3.1.4 It is desirable that a red output and don't walk output be generated for all non-used phases.
3.1.5 It is desirable that a red output be generated for all non-used overlaps.
3.1.6 Pedestrian operation shall be provided for each phase.
3.2 OVERLAPS
3.2.1 The Controller Unit shall provide sixteen internally generated overlaps. These shall be individually
programmable as standard, protected/permissive.
3.2.2 Overlap clearance -- An overlap that times an additional green, yellow and red interval upon termination of the
true phase. Times for these additional green, yellow and red intervals shall have a minimum range of a - 9.99
seconds in a.l-second intervals. Timed overlap clearance shall be enabled per phase, separate from standard
overlaps.
3.3 CONDiTIONAL SERVICE
3.3.1 The Controller Unit shall provide a programmable conditional service feature. When selected, the Control Unit
shall service an odd-numbered phase once normal service to that phase has been completed and enough time for
additional service exists on the concurrent even phase.
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3.3.2 A conditional service minimum green time shall be programmable for each phase. This interval shall ensure a
minimum green if the phase is conditionally served.
3.3.3 It shall be possible to program the Controller Unit to re-service the even phase after conditionally serving an
odd phase. Once an even phase has been conditionally re-serviced, the odd phase shall not be conditionally served
again until returning to the concurrent group that is timing.
3.4 ADDITIONAL FEATURES
3.4.1 The following features shall be programmable for each phase:
a. Phase in use.
b. Locking/non-locking detector memory.
c. Vehicle recall.
d. Pedestrian recall.
e. Maximum recall.
f. Soft recall.
3.4.2 Soft recall shall return the controller to the programmed phase in the absence of other calls.
3.4.3 If a phase is designated as a no-rest phase, the controller shall not rest in the phase.
3.4.4 The Controller Unit shall permit start and external start to be individually programmed by phase and interval.
Start intervals shall be green, yellow, red, or yellow with overlaps forced yellow.
3.4.5 During a power start condition, the Controller Unit shall be capable of timing an all-red or flash interval before
the power start phase(s) and interval is displayed.
3.4.6 The Controller Unit shall provide guaranteed passage operation on a per phase basis. When selected, this
feature shall provide a full passage (vehicle extension) interval when a phase gaps out with a gap in effect less than
the vehicle extension interval (preset gap).
3.4.7 The Controller unit shall provide both single and dual entry operation. When selected, dual entry shall cause
the Control Unit to ensure that one phase is timing in each ring.
3.4.8 The Controller Unit shall provide the following additional pedestrian functions:
a. Actuated phase rest in Walk.
b. Flashing Walk output.
c. Pedestrian clearance protection during manual control.
d. Pedestrian clearance through yellow.
e. Exclusive Pedestrian operation by Time of Day ,I,
3.4.9 The Controller Unit shall provide automatic flash selection per the requirements of MUTCD. Both the flash
entrance and exit phases shall be programmable. Flashing shall be controlled by either setting the voltage monitor
output to be false or by flashing through the load switch driver outputs. External input, system command, or time of
day shall select automatic flash.
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4.0 COORDINATION
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Coordination functions to control intersection cycle lengths, system offset relationships, and phase split percentages
shall be provided as a standard feature, with no need for additional modules or software.
4.1 COORDINATION PAITERNS
4.1.1 A minimum of 40 coordination patterns shall be provided. Each pattern shall allow selection of an independent
cycle length, offset and split. The coordination patterns shall be selected using telemetry, manual, or time base
coordination commands.
4.1.2 The following functions shall be programmable in each coordination pattern:
a. cycle length
b. offset
c. split for sixteen phases
d. permissive timing
e. alternate-phase sequence
f. phase re-service
g. crossing artery pattern
h. coordinated phases
i. phases to omit
j. phases to be placed on recall
4.1.3 It shall be possible to omit selected phases during any coordination pattern.
4.1.4 The following recall modes shall be programmable on a per phase basis for each coordination pattern:
a. Vehicle recall
b. Pedestrian recall
c. Maximum recall
4.2 CYCLE LENGTH
4.2.1 One cycle length shall be provided for each coordination pattern. The cycle shall be adjustable over a
minimum range of 30 - 255 seconds in I-second increments.
4.2.2 The cycle length shall serve as the reference time for all coordination timing.
4.3 SYNCHRONIZATION
4.3.1 After a valid system sync pulse has been received, the coordinator shall check for the proper occurrence of the
system sync pulse during each subsequent cycle. If a sync pulse does not occur, the coordinator shall self-sync and
continue to operate with the last set of coordination commands for a programmable period of time or number cycles.
If a sync pulse does not occur within the programmed period (or until the ftrst sync pulse is received), the
coordinator shall revert to the non-interconnected coordination mode.
4.4 OFFSET
4.4.1 Offset shall normally be deftned as the time period from the system sync pulse to the beginning of the leading
coordinated phase green (local zero). The coordinator shall also be capable of referencing the offset to the end of the
coordinated phase green.
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4.4.2 Offsets shall be programmable using percentage or seconds. The range shall be from 0 - 99% of the cycle
length in 1 % increments or 0 - 255 seconds in 1 second increments.
4.4.3 Offset changes shall be achieved by adding or subtracting cycle time over multiple cycles to allow a smooth
transition to the new offset. Offset correction using dwell shall also be selectable.
4.5 SPLIT
4.5.1 Each split shall provide a split interval for each of sixteen phases. The split interval shall be programmable
using percentage or seconds. The range shall be from 0 - 99% of the cycle length in 1 % increments or 0 - 255
seconds in 1 second increments.
4.5.2 Split interval settings shall determine the maximum time, including vehicle clearance (yellow and red), for
non-coordinated phase, or the minimum time for a coordinated phase.
4.6 PERMISSIVE PERIODS
4.6.1 Permissive periods shall be provided to control the time period during which coordinated phases are released
to service calls on non-coordinated phases.
4.7 FREE MODE
4.7.1 The coordinator shall provide a free mode of operation, where all coordination control is removed.
4.7.2 Free mode operation shall be selectable by coordination commands, by external input or by keyboard entry.
4.7.3 The coordinator shall revert to the free mode when active controller inputs or functions would interfere with
coordination. Such inputs or functions shall include the following:
a. Manual control enable
b. Stop time
c. Automatic flash
d. Preemption
4.8 MANUAL CONTROL
4.8.1 The controller shall allow manual override of the current coordination command from the keyboard. The
manual command shall allow selection of any coordination pattern to be in effect.
4.9 INTERCONNECT MODES
4.8.1 The coordinator shall be capable of operating with any of the following interconnect types:
a. Non-interconnected coordination (time-based)
b. Telemetry
c. Hard wired
4.8.2 The non-interconnected coordination mode shall serve as a backup when using telemetry or hard wired
interconnect.
5.0 PREEMPTION
The Controller Unit shall provide a minimum of six railroad-fire-emergency vehicle preemption sequences.
Preemption capability shall be standard and shall not require additional modules or software.
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5.1 RAiLROAD-FIRE-EMERGENCY VEHiCLE PREEMPTION
5.1.1 The six railroad-fire-emergency vehicle preemptors shall be programmable as a priority or non-priority type.
Priority preemptor calls shall override non-priority preemptor calls. Low-numbered priority preemptors shall
override higher-numbered priority preemptor calls. Non-priority preemptor calls shall be serviced in the order
received.
5.1.2 Each preemptor shall provide a locking and non-locking memory feature for preemptor calls. If a preemptor is
in the non-locking mode and a call is received and dropped during the delay time, the preemptor shall not be
serviced.
5.1.3 Preemptor timing intervals shall be programmable from a minimum range of 0-255 in one second increments
or a minimum range of 0-9.99 in one-tenth second increments, depending on function.
5.1.4 A programmable delay time interval shall be provided to inhibit the start of the preemption sequence. This
interval shall begin timing upon receipt of a preemption call.
5.1.5 A programmable duration time shall be provided to control the minimum time that a preemptor remains
active. This time shall be programmable from a minimum range of 0-255 in one second increments.
5.1.6 A programmable maximum lime shall be provided to control the maximum time that a preemptor remains in
the hold interval. The preemptor maximum time interval shall be inhibited if the preemptor is programmed as a
priority preemptor.
5.1.7 Phases timing at the beginning of a preemption sequence shall remain in effect for a minimum time before the
controller advances to the next sequential interval. If the phase has been timing for longer that the programmed
preemptor minimum time, the controller shall immediately advance to the next sequential interval. Minimum times
shall be programmable for the following intervals:
o Green
o Yellow
o Red
o Pedestrian clearance
o Overlap yellow
5.1.8 A phase shall advance immediately to pedestrian clearance if it has been timing a WALK interval at the
beginning of a preemption sequence. It shall be possible to time the minimum pedestrian clearance through the
yellow interval, or alternatively to advance immediately to yellow
5.1.9 If an overlap is in effect when the preemption sequence begins, it shall be possible to tenninate the overlap so
that it remains red for the remainder of the preemption sequence. Overlaps terminating or forced to tenninate shall
time the preemptor minimum yellow and red clearance times.
5.1.10 Each preemptor shall provide user-programmable green, yellow and red track clearance intervals. These shall
begin timing immediately after the preemptor minimum red interval.
5.1.11 The preemption hold interval shall begin immediately after track clearance. It shall remain in effect until the
preemptor duration time and minimum hold times have elapsed and the preemptor call has been removed or the
preemptor maximum time has be exceeded
5.1.12 Any valid phase, except a track clearance phase, shall be selectable as a hold phase. If hold phases are not
selected, the controller shall remain in all red during the hold interval. When flash is selected for the hold interval,
up to two permissive phases shall be selected to flash yellow, and the remaining phases shall flash red. Overlaps
associated with the phases flashing yellow shall also flash yellow unless they have been forced to terminate, in
which case they shall remain red.
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5.1.13 Each preemptor shall provide a user-programmable green, yellow and red hold interval, during which the
hold phase(s) shall operate normally, except that the minimum green interval time shall equal the hold green time.
At the completion of the hold green interval, the Controller Unit shall time the hold yellow and red clearance
intervals prior to transfer to the exit phases.
5.1.14 Up to two permissive exit phases shall be selectable to time after the preemption sequence has been
completed. These shall serve as transition phases to return the Controller Unit to normal operation. It shall also be
possible to place calls on selected phases upon exiting preemption.
5.1.15 Preemptor active outputs shall be provided for each of the preemptors. The output shall be set to ON when
the preemption sequence begins and shall remain ON for the duration of the sequence. It shall also be possible to
program preempt active outputs to be ON only during preempt hold intervals
5.1.16 It shall be possible to program a solid yellow and red clearance time when a preemption call is received and the
controller is in MUTCD FLASH or LOCAL controller flash. These timings must be possible for each phase and overlap.
Examples of which, intersection is in MUTCD FLASH, phases 2 & 6 are flashing yellow and phases 4 & 8 are flashing red.
A preemption call is received, phases 2 & 6 go from flash to a timed solid yellow and phases 4 & 8 go to a solid red. When
phases 2 & 6 time out they go to red and the beginning of preemption begins. At the end of preemption the intersection goes
through a complete color cycle and then to whichever flash is requested. The timing range shall be from 3.0 seconds for
yellow clearance to a minimum of25 seconds in I-second intervals. The all red interval shall be from 1.0 seconds to a
minimum of 9.99 seconds in O.I-second intervals.
6.0 TIME-BASED CONTROL FUNCTIONS
The Controller Unit shall include time-based control. This capability shall be a standard feature and shall not require
additional modules or software.
6.1 CLOCK & CALENDAR FUNCTIONS
6.1.1 The controller shall provide a time-of-day (TOD) clock, which shall be used, for all time-based control
functions. The only required clock settings shall be the current time (hour, minute and second) and date (month, day
and year). Day of week and week of year shall be automatically computed from the date setting.
6.1.2 During normal operation, the TOD clock shall use the power line frequency- as its time base. When power is
removed, a crystal oscillator for up to 30 days shall maintain the time. The oscillator shall have a timing accuracy of
+/.0.005% over the entire NEMA temperature range as compared to the Universal Coordinated Time Standard.
6.1.3 In addition to entering time and date via the keyboard, it shall be possible to download the information from
another controller, a computer or a system master.
6.1.4 The TOD clock shall automatically compensate for leap year and shall be programmable to automatically
switch to daylight savings time.
6.2 TIME-BASED CONTROL
6.2.1 Time-based control shall utilize a yearly program format. The year program shall consist of a minimum of 53
programmable weeks. Each week designated to one of ten-week programs. For each week-program, one of sixteen
day-programs shall be capable of being assigned for each day of the week. Each day program shall consist of a
variable number of program steps that define a program for the entire day.
6.2.2 There shall be a minimum of 36 holiday or exception day programs, which override the normal day program.
Holiday programs shall be capable of being set as floating (occur on a specific day of the year). It shall be possible
to program a fixed holiday so that it automatically repeats in the following year.
7.0 DETECTOR FUNCTIONS
7.1 The Controller Unit shall provide a minimum of 64 vehicle detector inputs. Each input shall be designated to
any phase and be programmable as to detector function. Extend and delay timing shall be provided for each detector.
Each detector shall be capable of operating in a lock or non-lock mode.
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7.2 The Controller Unit shall provide detector cross switching, which permits all vehicle detectors to alternately
place calls on their assigned phases and their assigned cross-switch phases. If the assigned phase is not green and the
cross-switch phase is green, the detector shall place calls on the cross switch phase. If the coordinator omits the
assigned phase, the detector shall place calls on the cross switch phase.
7.3 Each vehicle detector shall be user-programmable to operate as one of the following 3 detector types:
o Type 0- Detector shall operate as a standard detector providing one call per actuation.
o Type 1 Extend/Delay- Detector shall operate as follows: When the phase green and a call is
detected then dropped (indicating passage of a vehicle), the extend timer shall begin timing and the call
shall be held for the length of the extend time. When the phase is not green and a call is detected, the
call shall not be acknowledged by the Controller Unit until the delay time has elapsed.
o Type 2 Extend/Delay Call - Detector shall operate as follows: When the phase is green and a call is
detected then dropped (indicating passage of a vehicle), the extend timer shall begin timing and the call
shall be held for the length of the extend time. If a gap out occurs further calls shall not be placed on
the Controller Unit until the delay time has elapsed. When the phase is not green the detector shall
operate as a Type 0 detector.
7.4 Each detector input shall be capable of functioning as one of 8 system detectors.
7.5 Vehicle detectors shall be capable of being assigned to a minimum of 2 speed detector sets. Speed shall be
detected using one or two detector configurations. When using two detectors, speed shall be calculated using a
programmable distance between detectors and travel time between detectors.
7.6 The Controller Unit shall provide a minimum of 8 pedestrian detector inputs. Each pedestrian detector shall be
capable of being assigned to any phase.
8.0 SYSTEM COMMUNICATIONS
8. J SYSTEM COMMANDS
8.1.1 The telemetry module shall allow the Controller Unit to receive, as a minimum, the following commands:
o Cycle, offset, and split (coordination pattern)
o System sync
o Special function commands (minimum of four)
o Free and flash mode commands
o Time and date
o Request for local status
o Recall to Max.
8.2 STATUS DATA
8.2.1 The status of each of the following functions shall be transmitted to the Central or system master in response
to a local status request:
o Green and yellow status for all phases and overlaps
o Walk and pedestrian clearance status for all phases
o Vehicle and pedestrian detector status
o Phase termination status
o Local time
o Coordination status
(1) Command source
(2) Sync or transition status of coordinator
o Conflict flash status
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o Local flash status
o Preempt activity and calls
o Volume and occupancy data from a minimum of 8 system detectors
o Speed data from a minimum of two speed detector sets
o Maintenance required (cabinet door open) status
o Status of two user-defined alarms
8.3 SPLIT REPORTING
10.3.1 The status of each of the following parameters shall be calculated on a per-cycle basis and transmitted to the
Central or system master:
o Actual time spent in each phase
o Phases forced off during cycle
o Type of coordination operation
o Whether transitioning to new offset
o Flash status if operation is Free
8.4 UPLOAD/DOWNLOAD CAPABILITY
8.4.1 The Controller Unit shall provide the capability to upload/download the entire intersection database.
9.0 NTCIP
All Controller Units furnished under these specifications shall be equipped with the latest release of the NEMA
NTCIP communication protocol for communications between Controller Units, on-street masters, central computer
systems, and closed loop systems
10.0 DIAGNOSTIC FEATURES
10.1 The Controller Unit shall include both automatic and operator-initiated diagnostics. This capability shall be a
standard feature and shall not require additional modules or software.
10.2 Automatic diagnostics shall verify memory, MMU compatibility programming, and microprocessor operation
each time power is reapplied to the Controller Unit. After power has been applied, diagnostics shall continually
verify the operation of essential elements of the Controller Unit including at a minimum: PROM, EEPROM,
communications, and the microprocessor.
10.3 Operator initiated diagnostics shall allow the operator to verify proper operation of all Controller Unit input,
output, communications, keyboard, and display functions. Both manual and automatic test modes shall be provided.
lOA DETECTOR DIAGNOSTICS
10.4.1 Detector diagnostics shall be provided that allows testing vehicle and pedestrian detectors for no activity,
maximum presence, and erratic output.
11.0 LOGGING FEATURES
The Controller Unit shall be capable of logging and reporting detector activity, detector failures, and the occurrence
of selected events or alarms. Logs shall be capable of being printed or displayed on the front of the Controller Unit.
I I.I DETECTOR LOGGING
11.1.1 The Controller Unit shall include a detector log buffer capable of logging volume, occupancy and average
speed for selected vehicle and speed detectors.
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11.1.2 The detector-logging interval shalI be keyboard selectable as 5, ~5, 30, or 60 minutes.
11.2 DETECTOR FAILURE LOGGING
11.2.1 The Controller Unit shall include a detector failure log buffer capable of storing a minimum of 90 time and
date-stamped detector failure events. Once logged, detector failure events shall remain in the log until cleared or the
log buffer capacity is exceeded at which time the oldest detector failure events shalI be overwritten.
11.2.2 All detector diagnostic failures shall be recorded in the detector failure log including: no activity, maximum
presence, erratic output, open loop, and shorted loop. If a detector recovers after a diagnostic failure, a detector on-
line event shalI be stored in the detector failure log.
11.3 EVENT LOGGING
11.3.1 The Controller Unit shalI include an event log buffer capable of storing a minimum of 200 time and date-
stamped events or alarms. Once logged, events shall remain in the buffer until cleared or the log buffer capacity is
exceeded at which time the oldest events shalI be overwritten.
11.3.2 At a minimum the folIowing events shall be logged:
o Communication failures
o Coordination faults
o MMU and local flash status
o Preempt
C Power ON/OFF
o Low battery
o Status of a minimum of two alarm inputs
o An on-line event shalI be logged when an event or alarm returns to normal status
MALFUNCTION MANAGEMENT UNIT
1.0 INTRODUCTION
This specification sets forth the minimum requirements for a shelf-mountable, sixteen channel, solid-state
Malfunction Management Unit (MMU). The MMU shalI meet, as a minimum, all applicable sections of the NEMA
TS2 Traffic Controller Assemblies with NTCIP Requirements, 1998. Where differences occur, this specification
shall govern.
2.0 HARDWARE
2.1 ENCLOSURE
2.1.1 The MMU shall be compact so as to fit in limited cabinet space. It shalI be instalIed on a shelf that is at least
10" deep. Overall dimensions, including mating connectors and harness, shalI not exceed lOS' x 4.5 x 11" (H x W x
D).
2.1.2 The enclosure shalI be constructed of sheet aluminum with a minimum thickness of 0.062", and shall be
finished with an attractive and durable protective coating. Model, serial number, and program information shall be
permanently displayed on the rear surface.
2.2 ELECTRONICS
2.2.1 A built-in high-efficiency power supply shalI generate all required internal voltages. All voltages shall be
regulated and shalI be monitored with control signals. Failure of the internal power supply to provide proper
operating voltages shalI force the OUTPUT RELAY to the de-energized "fault" state and indicate an error message.
A front panel mounted fuse shalI be provided for the 120 V AC input.
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2.2.2 All 120 V AC field terminal inputs shall provide an input impedance of at least 150K ohms and be terminated
with a resistor having a power dissipation rating of 0.5 Watts or greater. A separate precision voltage-comparing
device shall sense each 120 V AC field terminal input.
2.2.3 All electrical components used in the MMU shall be rated by the component manufacturer to operate over the
full NEMA temperature range of -30 degree C to +74 degree C.
2.2.4 All printed circuit boards shall meet the requirements of the NEMA Standard plus the following requirements
to enhance reliability:
o All plated-through holes and exposed circuit traces shall be plated with solder.
o Both sides of the printed circuit board shall be covered with a solder mask material.
o The circuit reference designation for all components and the polarity of all capacitors and diodes
shall be clearly marked adjacent to the component. Pin #1 for all integrated circuit packages shall be
designated on both sides of all printed circuit boards.
o All electrical mating surfaces shall be gold plated.
o All printed circuit board assemblies shall be coated on both sides with a clear moisture-proof and
fungus-proof sealant.
2.3 FRONT PANEL and CONNECTORS
2.3.1 All displays, configuration switches, and connectors shall be mounted on the front panel of the MMU. All
MMU configuration inputs beyond those required by the NEMA Standard shall be provided by front panel mounted
DIP switches or MMU software programming.
2.3.2 All indicator lights shall be T-l package, Super Bright type LED's. Indicators shall be provided for the
following items:
,.
o Channel Status 1-16
o Conflict
o Red Fail
o CVM I External Watchdog
o 24V-2
o 24V-l
o Clearance Fail
o Port 1 Fail
o Diagnostic I Program Card
o Dual Indication
o Type 12 mode
o Power
o Port 1 Receive
o Port 2 Transmit
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2.3.3 The connectors on the MMU shall have a metallic shell and be attached to the chassis internally. The
connectors shall be mounted on the front of the unit.
TS 2 CABINET POWER SUPPLY
1.0 INTRODUCTION
The TS 2 cabinet power supply shall provide regulated DC power, unregulated AC power and a line frequency
reference for the TS 2-detector rack, Bus Interface Units, load switches, and other auxiliary equipment. As a
minimum, the power supply shall meet all applicable requirements of the NEMA TS2 Traffic Controller Assemblies
with NTCIP Requirements, 1998. Where differences occur, this specification shall govern.
2.0 ENCLOSURE
2.1 The power supply shall be compact so as to fit in limited cabinet space. It shall be capable of being mounted on a
shelf.
2.2 The power supply shall be constructed of sheet aluminum and shall be finished with an attractive and durable
protective coating.
3.0 PRINTED CIRCUIT ASSEMBLIES
3.1 MATER1ALS
All printed circuit boards shall be made from NEMA FR.-4 glass epoxy or equivalent
3.2 DESIGN
All printed circuit boards shall meet the following requirements to enhance reliability:
o All plated-through holes and exposed circuit traces shall be plated with solder.
o Both sides of the printed circuit board shall be covered with a solder mask material.
o The circuit reference designation for all components and the polarity of all capacitors and
diodes shall be clearly marked adjacent to the component. Pin I for all integrated circuit packages
shall be designated on both sides of all printed circuit boards.
o All electrical mating surfaces shall be gold plated.
o All printed circuit board assemblies shall be coated on both sides with a clear moisture-proof
and fungus-proof sealant.
4.0 INPUT/OUTPUT CONNECTIONS
4.1 PIN CONNECTIONS
The power supply connector shall be located on the front of the unit, have a metallic shell which is connected to the
chassis ground internally and mate with an MS3106 ()-18 -ISW cable connector, or equivalent.
Connector pin terminations shall be as follows:
:5~j~u~cti~~
il.~J11\~ N~~!!.al _____ _
'.'~ I Line. F. requency
, J Reference_ _ _
i!5;.JlAC Lin.~__________
:tp Il+12 VDC
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1[]1+24 VDC -~_. -----J
I[]~ved !
-----.J
llG jlLogic Gr~~nd .
;
_..._.___.....l
iliI IIEarth Ground I
, - J
![J11~.~.~ ... __.__.....___...___..1
i~J[Res~n:ed ---- .. I
,01 I
I
.----.-- .._..~_..,.~._~" . --.~ -.
5.0 INDICA TORS AND TEST POINTS
5.1 The power supply shall include LED indicators to display the status of all outputs.
5.2 Test Points
The power supply shall include banana jack style test points for the following signals:
. +24 VDC
. Logic Ground
CABINET ASSEMBLY
1.0 SCOPE
This specification sets forth the minimum requirements for a control cabinet assembly. The cabinet assembly shall
meet, as a minimum, all applicable sections of the NEMA TS2 Traffic Controller Assemblies with NTCIP
Requirements, 1998.
2.0 CABINET DESIGN AND CONSTRUCTION
2.1 GENERAL
2.1.1 The cabinet and door(s) shall be constructed from type 5052-H32 aluminum with a minimum thickness of
0.125 inches. All welds shall be neatly formed and free of cracks, blowholes and other irregularities.
2.1.2 All inside and outside edges of the cabinet shall be free of burrs. All sharp edges shall be made smooth.
2.1.3 The cabinet shall be designed and manufactured with materials that will allow for base mounting..
2.1.4 A rain channel shall be incorporated on all four (4) sides of the main door opening to prevent liquids from
entering the enclosure. Cabinet door openings shall be double flanged outward on all four (4) sides to produce the
rain channel.
2.1.5 The top of the cabinet shall incorporate a 1 (inch) slope toward the rear to prevent rain accumulation.
2.1.6 The cabinet shall be supplied with a natural aluminum finish. Sufficient care shall be taken in handling to
ensure that scratches are minimized. All surfaces shall be cleaned of all oil residue and shall be free from weld flash.
2.1.7 All interior seams shall be sealed with RTV sealant or equivalent material.
2.1.8 All cabinets shall be supplied with two removable shelves manufactured from 5052-H32 aluminum having a
minimum thickness of 0.125 inches. Shelves shall have a minimum depth of 10.5 inches.
2.1.9 One set of vertical "C" channels shall be mounted on each interior wall of the cabinet for the purpose of
mounting the cabinet components. The channels shall accommodate spring-mounted nuts or studs. All mounting
rails shall extend to within four (4) inches of the top and bottom of the cabinets. Rivets or pop-rivets of any kind
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shall not be used in the cabinet or on the main panel. No bolts or screws shall protrude through the outside walls,
top, bottom, or sides of the cabinet.
2.1.10 All cabinets shall be supplied with four (4) anchor bolts to properly secure the cabinet to its base.
2.2 DOOR and HARDWARE
2.2.1 The lower section of the cabinet door shall be equipped with a louvered air entrance. The air inlet shall be
large enough to allow sufficient airflow per the rated fan capacity. A removable fiberglass, air filter shall be
supplied with each cabinet. The filter shall be secured to the air entrance in such fashion as to maintain close
contact, at all times, to the louvered air entrance. The filter retainer shall be a slide fit design with no bolts or springs
utilized to secure the filter to the door opening.
2.2.2 The roof of the cabinet shall incorporate an exhaust plenum with a vent screen. Perforations in the vent screen
shall not exceed 0.125 inches in diameter.
2.2.3 The main door shall be equipped with a three-point draw roller type latching mechanism. The push rods shall
be turned edgewise at the outward supports and shall be 0.250 inch by 0.750 inch aluminum, minimum.
2.2.4 The handle on the main door shall include a hasp for the attachment of an optional padlock. The handle shall
not extend beyond the perimeter of the main door at any time. The lock assembly shall be positioned so that the
handle shall not cause any interference with the key when opening the cabinet door. When the door is closed and
latched, the door shall automatically lock. It shall not be necessary to use a key in order to lock the door.
2.2.5 The main door shall be equipped with a mechanism to automatically hold the door open at approximately 90,
125, and 150 degrees, in windy conditions.
2.2.6 The main door shall be equipped with a #2 tumbler lock number. The lock shall be of brass construction, and
shall have a swing away cover. Two No.2 keys shall be supplied and attached to each cabinet door upon shipment.
2.3 POLlCE SWITCH COMPARTMENT
2.3.1 A switch compartment shall be provided on the main door.
2.3.2 The opening for the switch compartment door shall be double flanged on all four sides and shall incorporate a
rain channel on all four sides.
2.3.3 The police door lock shall be of brass construction, and shall have a swing away cover. All cabinets shall have
a police panel door that utilizes a slam shut type latching mechanism. Two police keys shall be supplied and
attached to each cabinet door upon shipment.
3.0 TYPE 1 AND TYPE 2 TERMINALS AND FACILITIES MAIN PANEL DESIGN
3.1 The main panel shall be constructed from 5052-H32 brushed aluminum of 0.090 inches minimum thickness and
formed so as to minimize any flexing when plug-in components are installed.
3.2 All main panels shall be hinged at the bottom to allow easy access to all wiring on the rear of the panel. The
cabinet back panel conductors shall be arranged to allow the top of the panel to be tilted out through the main
cabinet door.
3.3 The main panels shall be fully wired in the following configurations:
Twelve load switch sockets, (eight vehicle sockets and four pedestrian sockets) six flash transfer
relay sockets, one flasher socket, and two main panel BID rack positions.
Sixteen load switch sockets, (eight vehicle sockets, four pedestrian sockets and four overlap
sockets) eight flash transfer relay sockets, one flasher socket and two main panel BID rack
positions.
3.4 Reference designators for all load switch and flash transfer relay sockets shall be silk-screen labeled on the front
and rear of the main panel.
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o Up to eight load switch sockets may be positioned horizontally or stacked in two rows on the
main panel. If more than eight load switch sockets are required they shall be mounted in two
horizontal rows. AIl load switch sockets, flasher sockets, and flash transfer sockets shan be
mounted on the main panel only.
3.5 A bracket extending at least half the length of the load switch sha1l support an load switches. This support must
be rigidly mounted to the main panel and be removable for maintenance by using hand tools only.
3.6 AIl field output circuits shall be terminated on a non-fused terminal block with a minimum rating of 20 amps.
3.7 AIl main panels shall provide means of programming the controller phase outputs to load switch inputs with
only the use of a screwdriver.
3.8 Permanent alphanumerical labels shan identify an field input/output (I/O) terminals. All labels shalI use standard
nomenclature per the NEMA TS 2 Specification.
3.9 AIl flash color selection shan be accomplished at the field terminals with the use of a screwdriver only. It shall
also be possible to select, through terminal connections, which of the two flasher circuits is connected to each phase.
AIl cabinets shan be wired so that flasher circuit output #1 shall be wired for phases 1,2,5,6 and overlap A and
overlap C. Flasher output circuit #2 shall be wired for phases 3, 4, 7,8 and overlap B and overlap D. AIl cabinets
shall be pre-wired to flash phases 2 and 6 yellow and all other phases and overlaps red.
3.10 Signal output terminals shall be screw type, Compression type termination shall not be acceptable.
3.11 As a minimum, a RC network shall be wired in parallel with each group of three flash-transfer relay coils. A
RC network shalI be instalIed on all other relay coils.
3.12 All Controller Unit and Malfunction Management Unit cables shan be of sufficient length to alIow the units to
be placed on either shelf. Connecting cables shall be jacketed or sleeved in a braided nylon mesh. The use of
exposed tie-wraps or interwoven cables are unacceptable.
3.13 AIl cabinet configurations shan be provided with enough RS-485 Port 1 communication cables to allow full
capabilities of that cabinet. Each communication cable connector shalI be a 15-pin rr-etal shelI D sub-miniature type.
The cable shaIl be a shielded cable suitable for RS-485 communications.
3.14 All main panels shall be pre-wired for a Type-16 Malfunction Management Unit.
3.15 All wiring shall be neat in appearance. All cabinet wiring shall be continuous from its point of origin to its
termination point. Butt type connections/splices are not acceptable. All cabinet back panel conductors shall be
soldered, at its destination point as specified. Printed circuit boards, except for Bill rack and pedestrian isolation
boards, shan not be used on main panels.
3.16 All connecting cables and wire runs shan be secured by mechanical clamps. Stick-on type clamps are not
acceptable.
3.17 All exposed or protruding 120 V AC terminals or screws shall be covered or shielded to prevent shock hazard
to personnel.
4.0 POWER PANEL DESIGN AND CONSTRUCTION
4.1 The power panel sha1l consist of a separate, funy enclosed module, securely fastened to the lower right side wall
of the cabinet. The power panel shall be wired to provide the necessary power to the cabinet, controner, Malfunction
Management Unit, cabinet power supply and auxiliary equipment. Means shan be provided to a1low access to the
main and auxiliary breakers without removing the front cover. AIl components of the power panel shall be
accessible for ease of replacement without removing any other components or equipment. Adequate space between
components shalI be provided for the tightening of alI terminals.
4.2 The power panel shall be identical for all cabinets except for breaker sizing. The power panel shalI house the
following components:
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.
o All circuit breakers shall be single pole Square-D or approved equivalent and be rated for a
minimum of 30 amperes. This breaker shall supply power to the controller, MMU, signals,
cabinet power supply, and separate breakers used to split the power feed and auxiliary panels. All
breakers shall be installed in a vertical orientation.
o One (I) single pole fifteen amp (IS-amp) breaker labeled "Auxiliary" shall supply power to the
fans, lights and GFCI outlet. The power feed for this breaker shall not be fed from the load side of
the main breaker but will be fed from the main feed side.
o A 50 amp, 125 V AC radio interference line filter shall be supplied.
o A normally open, 60-amp, mercury contactor shall be supplied.
o One (I) Insulated AC Neutral bus bar with a minimum of twelve (12) positions capable of
accepting three #12 wires per position.
o One (I) Earth ground bus bar (chassis ground) with a minimum of seven (7) positions large
enough to accept three #12 wires per position.
o The lightning suppression shall be Edco ACP-340 or equivalent.
1.0 AUXILIARY CABINET EQUIPMENT
I.I The cabinet shall be provided with a thermostatically controlled (adjustable between 80-150 degrees Fahrenheit)
ventilation fan in the top of the cabinet plenum.
1.2.2 A fluorescent lighting fixture shall be mounted on the inside top of the cabinet near the front edge. The lamp
shall be wired to a door-activated switch mounted near the top of the door. If the main door is closed the lamp will
be off.
1.3 A rigid slide-out document tray shall be mounted below the bottom shelf. The tray shall be of sufficient size and
strength to hold a complete set of cabinet wiring drawings, intersection diagrams, equipment and programming
manuals for all equipment and modules applicable to each cabinet. The tray shall operate by sliding out, then
opening a hinged cover to remove documents. After removing the documents and closing the cover, the tray shall
serve as a suitable resting place for documents or a laptop computer
1.4 Three- (3) sets of complete and accurate cabinet wiring drawings shall be supplied with each cabinet.
1.5 One (1) set of manuals for the Controller Unit, Malfunction Management Unit, Power Supply, Detector Rack,
Vehicle Detector Amplifier modules shall be supplied with each cabinet.
2.0 VEmCLE DETECTION
2.1. A vehicle detector amplifier rack(s) shall be provided in each cabinet. Detector racks shall support 20 channels
of loop detection, and one Bill, or as specified in the plans.
2.2 Each cabinet shall contain detector interface panels for the purpose of connecting field loops and vehicle
detector amplifiers.
2.3 One 16-position interface panel shall be provided for each 20-channel detector rack per cabinet. The interface
panel(s) shall be attached to the lower left side wall ofthe cabinet.
2.4 Each interface panel shall allow for the connection of a minimum of sixteen independent field loops. A ground
bus terminal shall be provided between each loop pair terminal to provide a termination for the loop lead-in ground
wire. Detector Terminals shall be screw type, Compression type termination shall not be acceptable.
2.5 All interface panels shall be provided with lightning protective devices for all channels. All interface panels shall
be provided with EDCO SRA-6LC or approved equal lightning protective devices for all available inputs.
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2.6 All termination points shall be identified by a unique number and silk-screened on the panel.
2.7 Each detector rack shall be powered by the cabinet power supply.
3.0 CABINET AUXILIARY SWITCH PANEL AND POLICE PANEL
3.1 An auxiliary switch panel shall be mounted on the inside of the main door. The auxiliary switch panel shall
provide as a minimum the following:
o AUTOIFLASH SWITCH. When in the FLASH position, power shall be maintained to the
controller and the intersection shall be placed in flash. The controller shall not be stop timed when
in flash. When the switch is moved from FLASH position to the AUTO position, an external start
signal shall be applied to the controller. This external start signal will force the controller to
initiate the start up sequence when exiting flash.
o STOP TIME ON/OFF SWITCH. STOP TIME ON position, when applied, the controller shall
be stop timed in the current interval.
o EQUIPMENT POWER ON/OFF SWITCH. This switch shall control the Controller Unit,
Malfunction Management Unit and Power Supply AC power. When in the ON position the AC
power shall be applied.
3.2 The police door switch panel shall contain the following:
o AUTOIFLASH SWITCH. When in the FLASH position, power shall be maintained to the
controller and stop time shall be applied. The intersection shall be placed in flash. When the
switch is moved from FLASH position to the AUTO position, an external start signal shall be
applied to the controller. This will force the controller to initiate the start up sequence when
exiting flash.
o SIGNALS ON/OFF SWITCH. When in the SIGNALS OFF position, power shall be removed
from all signal heads in the intersection. The MMU shall not conflict or require reset.
o AUTOIMANUAL SWITCH. Cabinet wiring shall include provisions for an AUTOIMANUAL
toggle switch and a six (6') foot hand cord.
3.3 All toggle type switches shall be heavy duty and rated 15 amps, at a minimum. Single or double-pole switches
may be provided, as required.
3.4 All switch functions shall be permanently and clearly labeled.
3.6 All wire routed to the police panel and auxiliary panel shall be adequately protected against damage from
repetitive opening and closing of the main door. No modular connectors will be allowed in the cabinet except for the
detector panel interface. All other cabinet wiring shall be "hard wired" point to point.
4.0 AUXILIARY DEVICES
4.i LOAD SWiTCHES
4.1.1 Signal load switches shall have a minimum load current rating of 10 amperes at 120 V AC for incandescent
lamp load.
4.1.2 The front of the load switch shall embody a minimum of six LED indicators. Three indicators to show the
input to the load switch and three indicators to show the output of the load switch.
4.1.3 The full supplement of load switches shall be supplied with each cabinet to allow for maximum phase
utilization for which the cabinet is designed.
4_2 Flashers
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4.2.1 The flasher shall be rated at 15 amperes, double pole with a nominal flash rate of 60 FPM.
4.3 Flash Transfer Relays
4.3.1 All flash transfer relays contacts shall be capable of making, breaking, with a contact current rating of twenty
(20) amperes.
4.3.2 The coil of the flash transfer relay must be de-energized for flash operation.
4.3.3 The full complement of flash transfer relays shall be supplied with each cabinet to allow for maximum phase
utilization for which the cabinet is designed.
4.4 BUS INTERFACE UNITS
4.4.1 All Bus Interface Units (B1U's) shall meet the requirements of the NEMA TS 2-1998 Standard.
4.4.2 The full complement of Bus Interface Units shall be supplied with each cabinet to allow for maximum phase
and function utilization for which the cabinet is designed.
4.4.3 Each Bus Interface Unit shall include power on, transmit and valid data indicators. All indicators shall be
LED's.
4.5 VEHICLE DETECTION SYSTEM
4.5.1 All detector racks shall contain a full complement of eight (2) channel detector amplifiers.
4.6 FIBER OPTIC MODEMS
4.6.1A fiber optic modem shall be installed in each controller assembly. Power shall be supplied by a plug-in
transformer which meets the requirements of UL 1459. The fiber optic modem shall meet the following
specifications:
Power Requirements. .12-24 V AC 5.6 Watts
Data. . . . . . . . . . . . . . .RS-232, 0 to 56 Kbaud, Async, Full Duplex
Bit Error Rate. . . . . . . less than 10-9
MTBF. . . . . . . . . . . . . > 100,000 Hours
Optical Connector.. . .AT&T ST
Power Connector. . . . .Screw Terminal
Data Connector. . . . . . Screw Terminal or DB-9
Optical Loss Budget. . .~ 22dB
Operating Temp. . . . . .- 20 degrees Celsius to +55 Degrees Celsius
4.7 FlBER OPTIC CABLE
4.7.1 The Contractor shall furnish and install fiber optic cable as shown on the plans and in accordance with the
requirements specified herein. All fiber shall be shipped on reels of marked continuous length. No splices shall be
permitted within the fiber jacket. All fiber shall be labeled with the length at a minimum of every meter. After
installation, the distance markings at each end run shall be logged and provided to the county. After installation,
each run of fiber optic cable shall be marked within 0.3 meters of each splice and/or termination with the location
that the cable goes to. The following standards are applicable and are hereby incorporated by reference:
ORGANIZATION
REA
TlNEIA
TIAlEIA
BELL CORE
STANDARD
PE-90
598A-95
472D
TR-NWT-00020
APPLICABILITY
Cable Construction
Color Coding
Fiber Optic Cable
Optical Characteristics
4.7.2 The Single-Mode fiber cable shall consist of 18, 24, 30, 36 or 48 fibers as shown on the plans, arranged in
color coded buffer tubes of six individually color coded fibers. When less than six buffer tubes are required for the
number of fibers, polyethylene filler rods shall be used to maintain cable integrity. Each buffer tube shall be filled
with a non-hygroscopic gel for protection of the fibers from impact and moisture ingress. Aramid or Kevlar strength
members shall be bundled with the buffer tubes and the filler rods and jackets shall also contain non-hygroscopic
gel. The entire cable shall conform to REA Specification PE-90. The minimum bend radius of the cable shall be no
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more than 242 millimeters, and the maximum tensile strength shall be at least 135 Newtons short term and 30
Newtons long term. The fiber optic cable shall meet the following optical specifications:
Attenuation at 1310 nanometers
Attenuation at 1550 nanometers
Attenuation at 1383 nanometers
Point Discontinuity
Core Diameter
Cladding Diameter
Core-Clad Concentricity
Coating Diameter
Numerical Aperture
Index of Refraction (131Onm)
Index of Refraction (1550nm)
.$ 0.35 dBIkm
.$ 0.25 dBIkm
.$ 2.1 dBlkm
.$ 0.10 dBIkm
8.3~m
1.250::!: 1.0 ~m
.$ 0.8 ~m
245 ::!: 10 ~m
0.13
1.4675
1.4681
Each fiber shall be Coming Glass Type SMF-28, or approved equivalent.
4.7.2.1 All Fiber cable shall be installed in conduit. Fifteen meters of spare fiber shall be looped neatly in pull
boxes as shown on the plans. At each termination point, ten meters of spare fiber cable shall be neatly looped within
the cabinet or in an adjacent pull box. This fiber is for future additions or repairs to the fiber network.
4.7.2.2 All installation, testing, repair and connections to the fiber cable required by this Technical Special
Provision will be included in Pay Item No. 633-121. All cable ties, cable clamps, terminal connectors and labor
shall be included under this same Pay Item.
4.8 FIBER OPTIC CABLE TERMINATIONS and SPliCING
4.8.1 All terminations to fiber optic cable shall be made with FC or ST -II connectors to single fiber break-out cable
of 2.4 or 3 mm diameter. Where access to a trunk fiber or local fiber cable is made, a length of single fiber break-
out cable shall be spliced onto the trunk fiber by the method outlined below. Nowhere shall a fiber be terminated
directly. Where single fiber break-out cable is used, it shall be marked within 150 millimeters of the connector with
appropriate nomenclature to identify it. All single-mode single break-out cable shall be yellow in color.
4.8.2 All SToll connectors shall conform to the AT&T specification for ST-I1 connectors and all connectors shall
utilize a ceramic ferrule and a metallic body. No plastic body or ferrules shall be permitted. The connectors shall be
applied by the adhesive and polish method. At least two grades of polish film shall be used and the fiber visually
inspected after polishing. Any marks on the fiber core or cladding within a core diameter from the core shall be
cause for rejection and re-termination of the fiber. The fiber strength member shall be affixed to the connector by
crimp ring or by epoxy. If a crimp ring is used, it shall be crimped with a ratcheting tool that ensures the correct
crimp pressure. The completed termination shall exhibit a loss of no more than 0.25 dB per mated pair when tested
with an OTDR and a standard test cable.
4.8.3 All fibers shall be spliced by the fusion method. The contractor shall provide and use a fusion splice machine
for this purpose. The splice machine shall be equipped with a method for estimating the achieved splice loss. Either
the 'Local Injection Detection' or 'Core Alignment Loss Estimation' system is acceptable. At each splice location,
sufficient slack fiber shall be coiled to allow incident and future access to the cable at a distance from the splice
point to accommodate a van or tent for the purpose of keeping the splice machine and personnel out of the weather.
Where a fiber cable is to be accessed for signal insertion or drop, only the buffer tube containing the fiber(s) to be
accessed shall be opened. Only the actual fiber to be accessed shall be cut. If a fiber end is not to be used at the
time, it shall be cut to a length equal to that of the fiber to be used and the spare neatly laid into the splice tray. At
least 11/2 revolutions of the splice tray of the fiber shall be left on each end of fiber after splicing.
4.8.4 At each splice point, splice organizer trays shall be provided to contain and protect the bare fibers and splices.
All splices shall be protected with a heat-shrink sleeve containing a stainless steel strength rod or with a plastic 'hot
dog bun' with integral adhesive. The splice trays shall have a means to affix the buffer tube rigidly in place, and
space and guides to allow 'race tracking' of the fiber and guides to locate the splice protectors. Completed splice
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protectors shall be held in place with RTV silicone or adhesive tape_ Where optical splitters are used, they shall be
placed within the tray in one of the mounts for a splice. No more than 12 splices or 12 splices and optical splitters
shall be placed in one tray. A clear plastic cover shall be put in place on the completed tray.
4.9 FIBER OPTIC PULL BOXES
4.9.1 Pull boxes used for communications cable shall be, as a minimum, sufficient to house the communication
cable(s) without bending the cable(s) to less that 14 times the outside diameter(s), or as specified on the plans. The
Contractor shall be responsible for properly sizing each pull box to ensure that the recommended bending radius of
the communications cable is not violated. All pull boxes for the communications conduit system shall be a
minimum of24"W X 36"L X 18"D and have the word 'COMMUNICATIONS' integrally cast into the covers.
GENERAL INSTALLA nON AND MAINTENANCE REOUIREMENTS
1.0 OUALIFICA TIONS OF SIGNAL CONTRACTOR PERSONNEL
1.1 The Contractor who is engaged in installing or maintaining traffic signals within Collier County shall have all
work performed under the supervision of a traffic signal technician certified by the International Municipal Signal
Organization (I.M.S.A.) as a Level II, Traffic Signal Technician.
1.2 A local permanent telephone number where trouble-calls can be received on a 24-hour basis shall be provided
by the Contractor.
1.3 Licensed Electricians shall supervise all electrical type work.
1.4 Installation, repair and maintenance of the counties fiber optic cable network shall be performed by fully trained
and qualified technicians.
2.0 RESPONSIBILITIES OF SIGNAL CONTRACTOR PERSONNEL
2.1 When a signal malfunction occurs, the Contractor shall respond within two hours of notification and repair the
traffic signal so that it is operating in a safe manner. The Contractor shall be responsible for the permanent repair,
and shall notify the county of the completion of the repairs within 24 hours. If the Contractor fails to respond within
two hours, the county reserves the right to either repair the malfunction or employ alternate personnel and charge all
costs incurred by Collier County to the Contractor. Authorized Collier County personnel may, at any time, enter the
controller cabinet in order to restore any and all signal equipment to proper operation if the malfunction or non-
function of such equipment poses a hazard or inconvenience to motorists or pedestrians. Such authorized entry may
occur at any time within the period of the contract and such authorized entry shall in no way relieve the Contractor
or manufacturer of his respective warranties.
2.2 The Contractor shall be responsible for coordinating with all utilities having overhead or underground facilities
in close proximity or possible conflict with the Contractor's excavations and underground cable installation. The
Contractor shall notify all utility companies and maintaining agencies forty-eight (48) hours in advance of
commencing work. Hand-digging will be required in all areas where the utilities stake or locate a possible conflict,
or where hand-digging is specified on the plans. The exact location of utilities shall be determined by the Contractor
when necessary during construction.
2.3 The traffic shall be maintained in accordance with the "Manual on Uniform Traffic Control Devices" and
"Roadway and Traffic Design Standards" and as designated in the plans. In addition, the Contractor shall
schedule work in such a manner that signal coordination is maintained throughout the course of the project at
locations where the county requires existing coordination to be maintained. Coordination may temporarily be
accomplished through the use of time-based coordination (TBC) where applicable, but in no case shall
uncoordinated operation exceed a period of 24 hours. Existing signalization shall remain in place to the extent
possible and shall be used for Maintenance of Traffic as required. The maintenance of existing signals, until
removed. shall be the responsibility of the Contractor.
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2.4 Whenever a new traffic control device is to be installed at a location where NO device exists, the installing
contractor (from the time of activation of the device) will assume the full responsibility of maintenance of said
device until such time as a final inspection is completed by the county and the installation accepted.
2.5 Whenever a new traffic control device is to be installed at a location where there is an existing device, the
Contractor shall assume the full responsibility of maintenance of the existing device on the commence work date of
the contract. The Contractor shall be responsible for continuous maintenance of the existing device until such time
as the new device is activated, inspected by the county. and accepted.
2.6 For new traffic signals, conditional acceptance and inspection will be scheduled with Mr. Bob Tipton of the
Collier County Traffic Operations Department at (239) 774-8494 before the signal is placed in the normal
operational mode. Notification is not required before placing the signal in the flashing mode.
3.0 MAINTENANCE OF TRAFFIC
3.1 The Contractor shall be responsible for the Maintenance Of Traffic at the signalized intersections during any
construction or maintenance phase of the traffic signal devices.
3.2 Except as approved by the County, there will be no lane closures or signal shutdowns during the following
periods:
. Monday through Friday from 7:00 AM until 9:00 AM and from 3:30 PM until 6:30 PM or as
specified on the local agency permit documents.
. The Contractor will be permitted to work in the roadway during ali other periods. unless informed
otherwise by the county. In no case shall the Contractor close more than one lane without approval
of the county.
It is recognized that signal shutdown will at some time be required, such as when installing a new controller. During
times when signal shutdown is required, the Contractor shall be responsible for furnishing uniformed Law
Enforcement Officers to direct traffic.
4.0 GENERAL CONSTRUCTION REQUIREMENTS
4.1 INDUCTIVE LOOP DETECTORS
4.1.1 All loop lead-ins shall run from the proposed loops to the nearest pull box. then to the controller cabinet. All
loop wires and loop lead-in assemblies shall be installed continuously as one length of wire or cable. No splices or
connections shall be permitted in loop wires or lead-in cables except where indicated in the plans. All splices
between twisted loop wire and loop lead-in cable shall be made in pull boxes. Splices in saw cuts, conduit or on
poles are not permitted. In pull boxes where twisted loop wires are to be spliced to lead-in cables, allow a minimum
of 1.6 meters of slack in the twisted loop wires and the lead-in cable for each loop assembly. All loop lead-in cable
shall be grounded to the controller cabinet ground.
4.1.2 Each loop shall be installed on a separate channel, except advance loops which may have a maximum of 2
loops per channel on two lane approaches and three loops per channel on three lane approaches. All loop wires shall
be labeled as to phase and direction.
4.1.3 All saw cuts must have loop and lead-in wires placed and sealed immediately after initial sawing with a loop
sealant that is approved by the State Materials Office, and is on the Certified Products List; exceot Type III Steep
Asphalt and Type II Coal Tar Base cement, which are not acceptable for use in Collier County. Loop wire
placement in saw cuts shall be a minimum of one inch from pavement surface.
4.1.4 All saw cuts for loops or loop lead-ins at signalized intersections shall not exceed 4.25 inches nor lie less than
3.75 inches, with 4.00 inches being the standard. Exception to this requirement may be taken, when in the judgment
of the county, the required depth exceeds the thickness of the existing pavement.
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4.2 MAST ARM STRUCTURES
4.2.1 Supplemental Specifications thereto, and the Roadway and Traffic Design Standards, latest edition. The work
shall also be in accordance with AASHTO "Standard Specifications for Structural Supports for Highway Signs,
Luminaries and Traffic Signals", FDOT Structures Design Guidelines.
4.2.2 The Contractor shall field galvanize, prime and paint the areas of mast arm and upright poles damaged or
affected by field cutting or drilling operations.
4.2.3 Mast Arm Structures
4.2.3 Finishing Requirements
A) All Steel assemblies and component parts shall be hot dipped galvanized to the appropriate governing
specification of ASTM section A123 or A153.
B) All exposed hot dip galvanized surfaces shall have factory primer epoxy coat and top paint coating
polyurethane. Primer coat shall be Dupont Corlar 26P Epoxy and the top paint coat shall be Dupont Imron
2.8HG Polyurethane. Paint color to match paint chip English Ivy # 2935 (Sherwin Williams).
C) The finish top coat shall be 3 mills minimum (dry film thickness) and applied under controlled factory
conditions. Process must be submitted to maintaining agency for approval and be accompanied by a written
warranty.
4.2.4 Mast arms are to be physically and structurally designed to accommodate the installation of 5-section left turn
signal heads in place of 3-section heads for future left turn phases.
4.2.5 Mast arm bases are to be left un-grouted until the leveling nut installation is inspected by the County.
4.3 ELECTRICAL POWER SERVICE
Section 639-4.1 of the FDOT Standard Specifications for Road and Bridge Construction, 2000, as amended is
expanded as follows:
4.3.1 The Contractor shall install electrical power service equipment as shown in the plans. Installation shall be in
accordance with Index No. 17736 of the Roadway and Traffic Design Standards, January 2000, as illustrated with
'NO METER USED'. When replacing any electrical power service, all work shall be completed in one day and the
signal shall be made fully operational by the end of the Contractor's workday.
4.3.2 The utility box housing the disconnect shall be constructed of stainless steel.
4.3.4 A 40 ampere breaker will be installed for the electrical power service unless current requirements for normal
operation of the signalized intersection exceeds 25 amperes. As a minimum, the breaker supplied for the electrical
power service shall exceed the current requirements for normal operation of the signalized intersection by twenty
five percent.
4.4 CONDUIT
4.4.1 All signal cable to mast arm poles and lead-in wires to the cabinet shall run in conduit either under pavement
or underground as required. Conduit placed under pavement for twisted pairs, fiber and loop lead-in installations
shall be installed according to Index No. 17781 of the Roadway and Traffic Design Standards using Alternative No.
2. At no time shall logic level (low voltage), or fiber optic cable be placed in the same conduit as 120 volt signal
cable.
4.4.2 All conduit exiting concrete strain poles shall be terminated in a pull box. A #10 or approved equivalent
(mule tape), pull wire shall be installed in all conduits, spare conduits. or conduits shown on the plans that are to
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receive cable at a future date. At least two feet of pull wire shall be accessible at each conduit termination and
secured within the pull box or place of termination.
4.4.3 All conduit, except for conduit used for electrical service shall be a minimum of 2", unless otherwise specified
in the plans.
4.4.4 Spare cabinet conduit shall be stubbed and capped in the nearest pull box in accordance with Index No. 17841 of
the Roadway and Traffic Design Standards. Conduit entrances into base-mounted controller cabinets through the
sides, back or top of the cabinet are not permitted. Conduit entering
Pole mounted cabinets shall be rigid steel from the cabinet base to a minimum six inches underground.
4.5 PHASE WIRING
4.5.1 Each vehicle movement shall be wired separately and combined in the controller cabinet to obtain the specific
sequence of operation as shown on the plans or as directed by the county. Wherever applicable, or as otherwise
specified by the county, the controller assembly will be wired with signal head numbering and vehicle phasing per
Index No. 17870 of the Roadway and Traffic Design Standards, and directionally oriented as follows:
A. When MAJOR ARTERIAL is a North/South direction:
. Southbound Vehicle Movements = Controller Phase Two
. Northbound Vehicle Movements = Controller Phase Six
. Eastbound Vehicle Movements = Controller Phase Eight
. Westbound Vehicle Movements = Controller Phase Four
B. When MAJOR ARTERIAL is an EastlWest direction:
. Southbound Vehicle Movements = Controller Phase Eight
. Northbound Vehicle Movements = Controller Phase Four
. Eastbound Vehicle Movements = Controller Phase Six
. Westbound Vehicle Movements = Controller Phase Two
4.6 PEDESTRIAN ASSEMBLIES
4.6.1 Article 653-2 of the Standard Specifications is expanded as follows:
. All pedestrian signals shall meet current F.D.O.T. Specifications, shall display International Symbols,
be black in color and be constructed of lightweight aluminum.
4.6.2 Article 665-2 of the Standard Specifications is expanded as follows:
. Pedestrian and push button signs shall be FfP-48 for 2 button installations and FI'P-47 for 1 button
installations. Refer to plan sheet notes for applicable street names. The location of each button shall face
the crosswalk for which it is intended. Cable from the pedestrian signals shall not be run in the same
conduit as the cable for the pedestrian detectors. All pedestrian field wiring entering the controller shall
be wired through an appropriate lightening suppression device.
4.7 REMOVAL OF EXISTING EQUIPMENT
4.7.1 Existing signal equipment removed from any project shall become the property of Collier County, except any
concrete or wooden signal poles which shall be disposed of by the contractor.
4.8 SIGNAL Heads
4.8.1 Signal heads shall be wired in accordance with the following color code. Signal wiring shall be labeled by
phase and direction. All signal indications shall be LED type.
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C.- .' ,_.. ,"_.'
.~"--,;" . _ u _ - _"~~'
1
2
3
4
5
6
7
8
9
10
11
12
'0 WI.RECOLOR .
RED
ORANGE
GREEN
BLUE
BLACK
RED/BLACK
ORANGE/BLACK
GREEN/BLACK
BLUFJBLACK
BLACKlWHITE
WlllTEIBLACK
WHITE
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3-SECTION THRU MOVEMENT RED BALL
3-SECTION THRU MOVEMENT YEL BALL
3-SECTION THRU MOVEMENT GREEN BALL
SPARE OR 5-SECTION GREEN ARROW
SPARE OR 5-SECTION YELLOW ARROW
3-SECTION RED ARROW
3-SECTION YELLOW ARROW
3-SECTION GREEN ARROW
SPARE
SPARE
NEUTRAL FOR TURN SIGNALS
NEUTRAL FOR THRU SIGNALS
Video Detection Systems
The video vehicle detection system shall be easily configurable and expandable to meet traffic management
applications such as intersection control, traffic monitoring and incident management, traffic data collection, and
traffic control during road or intersection construction.
The system shall be composed of the following subsystem components:
· A Video Detection Processor Sensor (VDP sensor) that provides state-of-the-art vehicle detection,
JPEG video compression, and communications with other subsystems and central traffic management
software.
· Windows-based applications software for setup and system configuration as well as any continued
monitoring and data collection, if required.
· System communications that shall operate over any appropriate serial communications links provided
by the systems integrator.
· Optional software developer's kit (SDK) that provides necessary tools for software programmers to
integrate the video detection system into the larger, traffic management systems.
For ease of installation, reliability, and maintenance, the detection system shall have an integrated color camera,
zoom lens, and video processor all in one unit. The detection system shall also have easily configured IP addressing
for the video detection sensor field network, and easy-to-use applications software that runs standalone or across
LAN I WAN topologies.
1.0 VDP Sensor
The VDP sensor shall combine an integrated high-speed, color imaging CCD array with zoom lens optics, image-
processing hardware and a general-purpose CPU bundled into a sealed enclosure. The sensor shall be equipped with
a sunshield to reflect solar heat and to shield the CCD array and faceplate from direct exposure to the sun. The
sensor shall also be equipped with a faceplate heater to eliminate accumulated condensation from obscuring the
view of the camera.
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To achieve optimal traffic detection, the general-purpose CPU shall directly control the optics and camera
electronics. The lens shall be pre-focused at the factory and shall not require field adjustment. The zoom optics shall
maintain focus throughout the operating range from 7 to 74 degrees horizontal field of view (5 to 58 degrees vertical
field of view). At an operator's request, the video sensor shall temporarily switch to surveillance mode operation
which shall suspend detection processing, allowing the operator to zoom the lens.
The VDP sensor shall provide color analog video output at 30 frames per second when configured for NTSC and 25
frames per second for PAL and shall process a minimum of twenty (20) detector zones placed anywhere in the field
of view of the sensor. The analog video output shall provide graphics overlay that indicates the current real-time
detection state.
Video frame JPEG compression shall be capable of providing snapshot updates in as little as 3 seconds over typical
phone modems. The operator shall select either the desired video quality or the desired frame rate, and the
compression shall automatically adapt to provide either the highest frame rate at the requested video quality or the
best quality at the requested frame rate, based on the effective communications system data throughput rate.
Multiple workstations shall be able to simultaneously access and view the compressed digital video stream. The first
workstation to connect shall have full control of video quality or update rate.
1.1 VDP Sensor External Interfaces
The external interfaces to the VDP sensor shall include: a network communications port for setup, configuration,
and communications; differential color video out; and 24 V ACIDC power to operate the sensor.
1.1.1 Network Communications Port: There shall be a field network communications port to configure and
provide general communications and data retrieval. The VDP sensor shall use a full or half duplex, RS-485,
4-wire electrical network to facilitate communications to a local or remote computer. This port shall be
used to update the embedded software with a new software release. Each VDP sensor shall be IP
addressable using the UDPIIP message packet and routing standard.
1.1.2 Differential Video: The VDP sensor shall output full motion, differential analog video supporting
either the NTSC or PAL video format. The differential analog video shall be transmitted over a single,
twisted pair.
1.1.3 Power: The VDP sensor shall operate on 24 V AC at 50/60 Hz or 24 VDC. The camera and processor
electronics and power supply shall consume a maximum of 10 watts. The integrated faceplate heater shall
consume a maximum of 5 watts. The total power consumption shall be less than 15 watts.
2.0 VDP Sensor Operations Lo!.
The VDP sensor shall maintain a non-volatile operations log, which minimally contains: revision numbers for the
current VDP sensor hardware and software components; title and comments for the detector configuration; date and
time the last detector configuration was downloaded to the VDP sensor; date and time the operations log was last
cleared; date and time communications were opened or closed with the VDP sensor; date and time of last power-up;
and time-stamped, self-diagnosed hardware and software errors that shall aid in system maintenance and
troubleshooting.
3.0 VDP Sensor VebicJe Detection Requirements
The real-time, detection performance of the VDP sensor shall be optimized to meet the requirements for the traffic
application. These shall determine the VDP sensor mounting location; the number of traffic lanes to monitor; sizing,
placement, and orientation of vehicle detectors; whether traffic is approaching or receding from the sensor's field of
view; and how to minimize the effects of lane-changing maneuvers.
3.1 Detector Types
The VDP sensor shall be programmed with a variety of detector types that perform specific functions. The general
functions performed by the detectors shall include:
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· presence/passage detection of moving and stopped vehicles.
· detection based on the direction of travel or based on when a moving vehicle stops.
· Measuring vehicle speed and length and provide five (5) classes of vehicles based on length.
· Generate alarm status based on the detection of shock waves, wrong-way vehicles (ghost runners),
stopped vehicles, red-light runners, or other operator-defined, traffic conditions considered significant.
· Combine the output of multiple detectors with logical operators and modify the combined state based
on delay or extension timers relative to the state of any signal phase state.
While not strictly a detector, an operator-defined label shall be able to show a label identifying location of the
camera field of view, various operational system parameters such as time of day, date, IP address, baud rate and
processing load index.
3.2 Detection Zone Placement
The video detection system shall provide flexible detection zone placement at any orientation within the field of
view of the VDP sensor. Preferred detector configurations shall be to place detection zones across lanes of traffic for
optimal count accuracy and to place detection zones parallel to lanes of traffic for optimal presence detection
accuracy of moving or stopped vehicles.
Detection zones shall be able to be overlapped for optimal road coverage. In addition, selective groups of detectors
shall be able to be logically combined into a single output and further modified by using optional delay and extend
timing and signal state inputs if available.
Optimal detection shall be achieved when the VDP sensor placement provides an unobstructed view of each traffic
lane where vehicle detection is required. Obstruction of the view can occur when vehicles from a lane nearer to the
sensor obscure the view of the roadway of a lane further away from the sensor.
3.3 Detection Zone Programming
Placement of detection zones shall be easily done using a mouse or other pointing device on a Pc. A standard VGA
monitor shall display the detection zones superimposed on images of traffic scenes.
A standard mouse and keyboard shall be used to: place, size, and orient detection zones to provide optimal road
coverage for vehicle detection; modify detector parameters for site geometry to optimize performance; edit
previously defined detector configurations to adjust the detection zone size and placement, add detectors for
additional traffic applications, and to reprogram the sensor for different traffic applications, changes in installation
site geometry, or traffic rerouting.
It shall also be possible to: download detector configurations from the computer to the VDP sensor; upload the
current detector configuration that is running in the VDP sensor; back up detector configurations by saving them to
the computer's storage drives; and perform the above upload, store, and retrieve functions for video snapshots of the
VDP sensors' view.
3.4 Optimal Detection
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The video detection system shall provide optimal detection of vehicle passage and presence when the VDP sensor is
mounted 10 m (30 ft) or higher above the roadway, the image sensor is adjacent to the desired coverage area, and the
distance to the farthest detection zone locations is not greater than 10 times the mounting height of the VDP sensor.
The recommended deployment geometry for optimal detection requires that there be an unobstructed view of each
traveled lane where detection is required. Although optimal detection may be obtained when the VDP sensor is
mounted directly above the traveled lanes, the VDP sensor shall not be required to be directly over the roadway.
The VDP sensor shall be able to view either approaching or receding traffic or both in the same field of view. The
preferred orientation for optimal detection shall be to view approaching traffic since there are more high-contrast
features on vehicles that are viewed from the front rather than the rear.
The VDP sensor, when placed at a mounting height that minimizes vehicle image occlusion and the zoom lens
adjusted to match the width of the road. shall be able to monitor a maximum of 6 to 8 traffic lanes simultaneously.
3.4.1 Count Detection Performance: Using a VDP sensor installed that meets the optimal viewing specifications
described above; the system shall be able to accurately count vehicles with at least 96% accuracy under normal
operating conditions (day and night), and at least 93% accuracy under artifact conditions.
Artifact conditions are combinations of weather and lighting conditions that result from shadows, fog. rain, snow,
etc. The volume count shall be accumulated for the entire roadway (all traveled lanes), and accumulated over time
intervals that contain a minimum of one hundred (1 (0) vehicles to ensure statistical significance.
3.4.2 Demand Presence Detection Performance: Using a VDP sensor installed that meets the optimal viewing
specifications described above, the system shall be able to accurately provide demand presence detection.
The demand presence accuracy shall be based on the ability to enable a protected turning movement on an
intersection stop line, when a demand exists. The probability of not detecting a vehicle for demand presence shall be
less than 1 % error under all operating conditions.
In the presence of artifact conditions. the VDP sensor shall minimize extraneous (false) protected movement calls to
less than 7%.
To ensure statistical significance, the demand presence accuracy and error shall be calculated over time intervals that
contain a minimum of 100 protected turning movements.
The calculation of the demand presence error shall not include turning movements where vehicles do not pass
through the presence detectors, or where they stop short or stop beyond the combined detection zones.
3.5 Speed Detection Performance
The VDP sensor shall accurately measure average (arithmetic mean) speed of multiple vehicles with more than 98%
accuracy under all operating conditions for approaching and receding traffic.
The average speed measurement shall include more than 10 vehicles in the sample to ensure statistical significance.
The VDP sensor shall accurately measure individual vehicle speeds with more than 95% accuracy under all
operating conditions for vehicles approaching the sensor (viewing the frontend of vehicles), and 90% accuracy for
vehicles receding from the sensor (viewing the rear end of vehicles).
2.4 VDP Sensor Hardware
4.1 VDP Sensor Video Camera
The VDP sensor video camera shall use a 1/3-inch. 380K/440K, Pixel Super HAD ceo that outputs NTSC or PAL
color video. The resolution for NTSC shall be more than 460 TV lines (horizontal) and 350 TV lines (vertical). The
resolution for PAL shall be more than 450 TV lines (horizontal) and 400 TV lines (vertical).
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The VDP sensor video camera shall provide: direct, real-time iris, shutter speed, and video gain (AGe) control; a
video surveillance mode where the video output is optimized for human surveillance; and an optical filter and
appropriate electronic circuitry to suppress blooming and streaking effects at night.
The VDP sensor video camera shall provide useable video and resolvable features in the video image when those
features have luminance levels as low as 0.11 ux at night at 50 IRE. The camera shall also provide useable video and
resolvable features in the video image when those features have luminance levels as high 10,000 lux during the day.
It shall further provide useable video and resolvable features in the video image when the ratio of the luminance of
the resolved features in any single video frame is 300: 1.
4.2 VDP Sensor Optics
The VDP sensor shall be equipped with an integrated zoom lens with zoom and focus capabilities that can be
controlled using either applications software or a hand-held controller. The zoom lens shall provide true 12x optical
zoom over the range 7 to 73 degrees horizontal and 5 to 58 degrees vertical. The focus shall be set in the factory
with no field adjustment necessary.
4.3 VDP Sensor Enclosure
The VDP sensor and lens assembly shall be housed in an environmental enclosure that provides the following
capabilities:
The enclosure shall be waterproof and dust-tight to NEMA-4 specifications, and shall have the option to be
pressurized with dry nitrogen.
The enclosure shall allow the VDP sensor to operate satisfactorily over an ambient temperature range from -34
degrees C to +60 degrees C while exposed to precipitation as well as direct sunlight.
The enclosure shall allow the image sensor horizon to be rotated during field installation.
The enclosure shall include a provision at the rear of the enclosure for connection of the factory-fabricated power,
communications, and video signal cable. Input power to the environmental enclosure shall be 24 V AClDC and
either 50 or 60 Hz.
The enclosure shall be light-colored and shall include a sun shield to minimize solar heating and glare. The front
edge of the sunshield shall protrude beyond the front edge of the environmental enclosure and shall include
provision to divert water flow to the sides of the sunshield. The amount of overhang of the sunshield shall be
adjustable to prevent direct sunlight from entering the lens or hitting the faceplate.
The total weight of the image sensor in the environmental enclosure with sunshield shall be less than 2.7 kg (6
pounds).
When operating in the environmental enclosure with the power, communication and video signal cable connected,
the image sensor shall meet FCC class Band CE requirements for electromagnetic interference emissions.
4.4 VDP Sensor Electrical
The video output of the VDP sensor shall be isolated from earth ground. All video connections from the sensor to
the interface panel shall also be isolated from earth ground. The video output, communication, and power stages of
the sensor shall include transient protection to prevent damage to the sensor due to voltage transients occurring on
the cable leading from the VDP sensor to other field terminations. Connections for video, communications, and
power shall be made to the image sensor using a single, 18-pin circular metal shell connector (Bendix PT07C- 14-
18P or equivalent). The mating cable shall use a right-angle shell. The VDP sensor shall meet CE, FCC, and UL
requirements for safety and EM!.
4.5 VDP Sensor Field lnterface Equipment
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4.5.1 Communications Panel Requirements: A communications interface panel shall be provided with each VDP
sensor for installation. The communications interface panel shall provide a terminal block for terminating power
(three wires), as well as terminations for two. twisted-pair wires for network communications to the VDP sensor.
There shall also be two sets of terminations for two, twisted-pair wires for a point-to-point field network, one
upstream towards the central system and one downstream towards more field equipment. The communications
interface panel shall also provide transient protection for all communication and video terminations and a DB9
connector for network communications with the VDP sensor.
5.0 Warranty, Maintenance, and Support
The video detection system shall be warranted by its supplier for a minimum of two years.
The supplier shall maintain a program for technical support and software updates following the expiration of the
warranty period. This program shall be made available to the contracting agency in the form of a separate agreement
for continuing support.
END OF TECHNICAL SPECIAL PROVISIONS
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IMMOKALEE ROAD- U.S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO. 05-3788
TABLE OF CONTENTS
COLLIER COUNTY WATER-SEWER DISTRICT
IMMOKALEE ROAD UTILITY IMPROVEMENTS
TECHNICAL SPECFICA TIONS
01010
01026
02070
02532
Summary of Work
Measurement and Payment
Pipe Removal and Abandonment
Sewer Bypassing
Collier County Standard Specifications
The Collier County standard specifications for utility construction can be found in
Section 2 of the Utilities Standards Manual. The latest revision of the technical
specifications can be found at the Collier County website at:
http://www . coll iergov .netJpudl d/ eng/ts/
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SECTION 01010
SUMMARY OF WORK
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Description of Work
B. Contractor's Use of Site
C. Work Sequence
D. County Occupancy
E. Protection of Existing Utilities
F. Private Utilities
G. Coordination with Other Contractors
H. Work Under Overhead Power Lines
I. Application of Technical Specifications
J. Record Drawings
1.2 DESCRIPTION OF WORK
A. General: The Work to be done under this Contract is shown on the drawings and
specified in Contract Documents. This Work must be planned and coordinated with
other work associated with the widening of the Immokalee Road roadway. Such
widening work will be on-going simultaneously with the utilities Work to be done
under this Contract. The CONTRACTOR shall provide such materials, labor and
equipment in sufficient quantity and timing as required to coordinate his utilities
Work with other contractors associated with the roadway widening. This coordination
includes implementation of maintenance of traffic plans.
B. The Work includes:
1. Furnishing of all labor, material, superintendence, plant, power, light, heat, fuel,
water, tools, appliances, equipment, supplies, services and other means of
construction necessary or proper for performing and completing the Work.
2. Sole responsibility for adequacy of plant and equipment.
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3. Maintaining the Work area and site in a clean and acceptable manner.
4. Maintaining existing facilities in service at all times.
5. Protection of finished and unfinished Work.
6. Repair and restoration of Work or existing facilities damaged during
construction.
7. Furnishing as necessary proper equipment and machinery, of a sufficient
capacity, to facilitate the Work and to handle all emergencies normally
encountered in Work of this character.
C. Implied and Normally Required Work: It is the intent of these Specifications to
provide the County with complete operable systems, subsystems and other items of
Work. Any part or item of Work, which is reasonably implied or normally required to
make each installation satisfactorily and completely operable, is deemed to be
included in the Work and the Contract Amount. All miscellaneous appurtenances and
other items of Work incidental to meeting the intent of these Specifications are
included in the Work and the Contract Amount even though these appurtenances may
not be specifically called for in these Specifications.
D. Quality of Work: Regard the apparent silence of the Contract Documents as to any
detail, or the apparent omission from them of a detailed description concerning any
Work to be done and materials to be furnished as meaning that only the best general
practice is to prevail and that only materials and workmanship of the best quality are
to be used. Interpretation of these specifications will be made upon this basis.
1.3 CONTRACTOR'S USE OF SITE
A. In addition to the requirements of the Supplemental Terms and Conditions, limit use
of site and premises for work and storage to allow for the following:
1. Coordination of the Work under this Contract with the work of the other
contractors where Work under this Contract encroaches on the Work of other
contractors.
2. COUNTY occupancy and access to operate existing facilities.
3. Coordination of site use with ENGINEER.
4. Responsibility for protection and safekeeping of products under this Contract.
5. Providing additional off site storage at no additional cost to the COUNTY as
needed.
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1.4 WORK SEQUENCE
A. Construct Work in stages to accommodate the COUNTY's use of premises during
construction period and in accordance with the limitations on the sequence of
construction specified. Coordinate construction schedules and operations with
COUNTY. This project will be constructed in phases, with specific timetables to
complete each phase. See the roadway specifications for a detailed description of the
work sequencing.
B. Coordinate Work of all subcontractors.
1.5 COUNTY OCCUPANCY
A. The County will occupy premises during entire period of construction in order to
maintain normal operations. Cooperate with the County's representative in all
construction operations to minimize conflict, and to facilitate County usage.
B. Conduct operations with the least inconvenience to the general public.
1.6 PROTECTION OF EXISTING lJTILITIES
A. In case of damage to existing utilities caused by construction activities, contact the
owner of the utility or appropriate COUNTY department (Water or Wastewater)
immediately. Repair any damage to existing utilities caused by construction activities
in coordination with or as directed by the owner of the utility.
B. The COUNTY utilities must be maintained in service at all times. The
CONTRACTOR is responsible for maintaining continuous service and for providing
such temporary piping, valves, fittings, power, appurtenances, controls, engineering
and permitting as needed to provide such service.
1. 7 PRIVATE lJTILITIES
A. There are numerous existing private utility lines, poles, vaults and boxes along
Immokalee Road that will be affected by the Work under this Contract and the
roadway widening. These utilities include telephone, cable, power and gas. The
owners of these existing utility improvements have not finalized the extent or the
vertical and horizontal location of relocated lines and boxes. Accordingly, the
Contract Drawings do not reflect any relocation of these utilities.
B. The CONTRACTOR is advised that relocation of private utilities by other contractors
will be on-going during the execution of this Work. However, the extent of such
relocation is unknown.
1.8 COORDINATION WITH OTHER CONTRACTORS
A. Work under this Contract shall be coordinated with multiple other contractors
associated with the roadway widening. Some of these contractors will be performing
work associated with other utilities such as gas, electricity, telephone and cable.
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B. The CONTRACTOR is specifically advised that all Work must be scheduled in
coordination and communication with multiple other contractors associated with the
roadway widening. Successful coordination is considered a part of this Contract's
Work. CONTRACTOR acknowledges that such coordination will require frequent
shifts in the work location and the timing and use of resources and materials.
1.9 WORK UNDER OVERHEAD POWER LINES
A. The CONTRACTOR shall review the existing site conditions and the Contract
Drawings to assess where work is required under existing or proposed overhead power
lines. The CONTRACTOR is advised to the probable need, in many locations, to
install piping and appurtenances directly under active overhead power lines. The
CONTRACTOR shall not plan on being able to work under power lines that have
been de-energized.
B. The CONTRACTOR shall plan and execute Work in such locations in compliance
with OSHA requirements and FPL regulations.
1.1 0 APPLICATION OF TECHNICAL SPECIFICATIONS
A. The technical specifications Section 01010, Summary of Work, and Section 01026,
Measurement and Payment, and Section 02040, Pipe Removal and Abandonment,
shall take precedence over the Collier County Standard Specifications.
B. In the event of a conflict between the Contract Drawings and the Collier County
Standard Specifications, the more stringent requirement shall govern.
1.11 RECORD DRAWINGS
A. The CONTRACTOR's attention is directed to the special requirements related to
Record Drawings. Refer to the General Notes in the Contract Drawings.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
A. Starting Work: Start Work within 10 days following the date stated in the Notice to
Proceed and execute with such progress as may be required to prevent delay to other
contractors or to the general completion of the project. Execute Work at such items
and in or on such parts of the project, and with such forces, material and equipment, as
to complete the Work in the time established by the Contract. At all times, schedule
and direct the Work so that it provides an orderly progression to completion within the
specified time for completion.
B. The COUNTY will require other contractors to work in the same area. The
CONTRACTOR shall be responsible to coordinate work with the other Contractors.
END OF SECTION
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SECTION 01026
MEASUREMENT AND PAYMENT
PART I-GENERAL
1.1 SECTION INCLUDES
A. Explanation and Definitions
B. 11easurennent
C. Paynnent
D. Schedule of Values
1.2 EXPLANATION AND DEFINITIONS
The following explanation of the 11easurennent and Paynnent for the Bid Schedule itenns
is nnade for information and guidance. The omission of reference to any itenn in this
description shall not, however, alter the intent of the Bid Schedule or relieve the
CONTRACTOR of the necessity of furnishing such as a part of the Contract.
11easurennent and paynnent for all Contract Itenns shall nnade be in accordance with this
section or as nnodified by the Supplennental Terms and Conditions.
1.3 11EASUREMENT
The quantities set forth in the Bid Schedule are approxinnate and are given to establish a
uniform basis for the connparison of bids. The COUNTY reserves the right to increase
or decrease the quantity of any class or portion of the work during the progress of
construction in accordance with the terms of the Contract.
1.4 PAYM:ENT
A. Make paynnent for the itenns listed on the Bid Schedule on the basis of the work
actually performed and connpleted, such work including but not limited to, the
furnishing of all necessary labor, nnaterials, equipnnent, transportation, clean up,
restoration of disturbed areas, and all other appurtenances to connplete the
construction and installation of the work as shown on the drawings and described in
the specifications.
B. Unit prices are used as a means of connputing the final figures for bid and Contract
purposes, for periodic paynnents for work performed, for determining value of
additions or deletions and wherever else reasonable.
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1.5 SCHEDULE OF VALUES
A. Approval of Schedule: Submit for approval a preliminary schedule of values, in
duplicate, for all of the Work. Prepare preliminary schedule in accordance with
the Supplemental Terms and Conditions. Submit preliminary schedule of values
within 10 calendar days after the Effective Date of the Agreement. Submit fmal
schedule of values in accordance with the Supplemental Terms and Conditions.
B. Format: Utilize a format similar to the Table of Contents of the Project
Specifications. Identify each line item with number and title of the major
specification items. Identify site mobilization, bonds and insurance. Include
within each line item, a direct proportional amount of CONTRACTOR's overhead
profit.
C. Revisions: With each Application for Payment, revise schedule to list approved
Change Orders.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 MEASUREMENT AND PAYMENT
A. The COUNTY will make payment on the basis of work actually performed
completing each item in the Bid Schedule and such work includes, but is not
limited to, the furnishing of all necessary labor, materials, equipment,
transportation, cleanup, and all other appurtenances to complete the construction
and installation of the work to the configuration and extent as shown on the
drawings and described in the specifications.
B. Underground Piping, Manholes, Valves and Piping Specials: Each bid item that
consists of any underground piping, fittings, valves, valve boxes, hydrants, pipe
casings, pipe restraint, pipe tie-ins or pipe specials shall include the following work
and activities as part of the description of that bid item:
1. Locator discs;
2. Identification tape;
3. Coordination with other utilities to relocate and protect above ground and
underground pipes and cables and conduits;
4. Relocation and protection of existing overhead and underground pipes and
cables and conduits;
5. Survey and layout;
6. Erosion control;
7. Clearing and grubbing including removal and disposal of asphalt pavement,
limerock, concrete pavement, curb, sidewalks, landscape structures,
landscaping;
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8. Protection and repair of private irrigation systems including such systems
installed within COUNTY rights-of-way;
9. Protection and replacement of private and public facilities and improvements
not specifically designated;
10. Protection and maintenance of all public signage and signals, including
relocation and replacement if required;
11. Protection and maintenance of all guardrails, light fixtures and light poles,
including relocation and replacement if required;
12. Trenching;
13. Excavation and sheeting;
14. Dewatering and permitted disposal of pumped groundwater;
15. Removal and disposal of roadways and curbs and sidewalks and driveways;
16. Maintenance of traffic;
17. Maintenance of public services and utilities;
18. Temporary facilities and services;
19. Rock excavation and disposal;
20. Bedding;
21 . Laying of pipe;
22. Restraints and harnessing;
23. Flushing and cleaning connections and piping;
24. Pressure testing including test connections, air vents, test piping and gauges;
25. Bacterial testing including sample connections and piping;
26. Furnishing of proper backfill materials;
27. Backfill;
28. Compaction;
29. Grading;
30. Temporary or permanent ground cover as may be required to control erosion;
31. Maintenance of ground cover including watering and fertilizer;
32. Replacement and relocation of landscape including maintenance of
landscaping;
33. Disposal of unusable and excess excavated material;
34. General restoration and cleanup; and
35. Appurtenances and required incidentals as per the Contract Documents and
specified herein.
C. Payment for each item includes compensation for cleanup and restoration. Cleanup
and restoration will be considered a minimum value of ten percent (10%) of each
bid item, and complete payment will not be considered earned until cleanup and
restoration are completed. "Cleanup and restoration are defined, for use and
purposes of this paragraph only, as (a) replacement and restoration of light poles,
street signage, mail boxes, public or private irrigation systems, and all similar
items, (b) completion of compacted backfill, (c) rough grading and removal of
excess materials and spoil, (d) compacted, graded access for driveways to private
residences or business, (e) cleared, graded sidewalk areas, and (f) removal of
unused piping, fittings, valves and appurtenances.
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D. The following paragraphs describe the work associated with each type of bid item.
1. Mobilization: The lump sum bid price shall be compensation in full for
furnishing all labor, material, equipment and incidentals necessary to mobilize
all material, labor forces, equipment, tools and construction facilities at the
project site as required to start construction of the Work. This item includes,
but is not limited to, all bonds and permits required prior to the start of
construction. The amount bid for this item shall be included in the lump sum
price bid for Item 101-1 - Mobilization in the roadway section of the bid
schedule.
2. Furnish and Install Utility Pipelines: Payment for furnishing and installing
utility pipelines (various sizes and types) will be made at the unit bid price per
lineal foot for the pipe in place. This item also includes pipe coatings and
linings, connections to existing mains, labor, equipment and materials for the
furnishing and laying of the pipe, coordination with other CONTRACTORS,
and stubs for future connections to existing pipes. Pipe shall be measured to
the nearest foot along the centerline including the lengths of manholes, valves
and fittings. Measure lineal footage horizontally. Pipe installed within casing
pipe is included in this item.
3. Furnish and Install Steel Casing: The unit bid price shall be compensation in
full for furnishing all labor, material, equipment and incidentals necessary to
install complete one linear foot of steel casing, regardless of the depth of
cover and method of installation in accordance with these specifications.
Price shall include steel casing material including casing spacers, end seals,
welding and all appurtenances. If the CONfRACTOR selects to install the
casing by jack-and-bore, the unit bid price shall also include the jack and bore
pits, boring equipment and utility locating. As a consideration of the unit bid
prices, the CONTRACTOR acknowledges that open cut placement of some
casings may have to be accomplished in several steps. Measurement for
payment will be made along the centerline of installed steel casing.
4. Furnish and Install Ductile Iron Fittings: The unit bid price shall be
compensation in full for furnishing and installing ductile iron fittings with
linings and coatings as shown on the Drawings and as specified. Fittings shall
be compact (A WW A C 153). Payment shall be based on the weight of each
fitting as listed in the approved shop drawings for ductile iron fittings.
5. Furnish and Install Valves and Boxes: Payment for furnishing and installing
valves will be made at the appropriate unit bid price per valve acceptably
installed. This item includes the valve, valve box, vault or housing, concrete
work, operators, incidentals, and all necessary labor, materials and equipment
for installation, including valve stem, valve box extensions and adjustments.
This item also includes the installation of base material below the valve in
accordance with the detail shown in the Plans.
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6. Furnish and Install Air Release Valves: Payment for furnishing and installing
air release valves will be made at the appropriate unit bid price per air release
valve acceptably installed. This item includes the valve, valve box, concrete
work, operators, stems, painting, incidentals, and all necessary labor,
materials and equipment for installation including valve box extensions and
adjustments. This item also includes the installation of base material below
the valve in accordance with the detail shown in the Plans.
7. Furnish and Install Fire Hydrant Assemblies: Payment for the furnishing and
installing of fire hydrant assemblies will be made at the unit bid price for each
fire hydrant assembly acceptably installed. This item includes all necessary
fittings except connection at the water main, joint restraint from the valve to
the tee, necessary piping from the tee to the hydrant location, the installation
of barrel section to meet finished grade in accordance with the detail shown
on the Plans, control gate valve, valve box, painting, and any concrete work.
8. Fire Hydrant Relocate: The unit bid price shall be compensation in full for the
removal of an existing fire hydrant assembly and the reinstallation of the fire
hydrant assembly including gate valve, valve box, pipe, fire hydrant, fittings
and all concrete work, operators, stems, re-painting and incidentals necessary
for a complete installation as shown on the Drawings and specified herein.
The unit bid price includes a cap or plug of the existing fitting at the water
main. The price excludes the connection fitting on the water main for the
relocated fire hydrant.
9. Furnish and Install Permanent Blow-offs: Payment for furnishing and
installing permanent blow-offs will be made at the appropriate unit bid price
per blow-off installed. This item includes the reinforced concrete thrust
collar, piping, making pipe connections, valves, meter box, painting, tie rods
and all other work for a complete installation.
10. Furnish and Install Temporary Blow-offs: Payment for furnishing and
installing temporary blow-offs will be made at the appropriate unit bid price
per blow-off installed. This item includes the reinforced concrete thrust
collar, piping, making pipe connections, valves, meter box, tie rods and all
other work for a complete installation.
11. Furnish and Install Tapping Sleeves and Valves: Payment for furnishing and
installing tapping sleeves and valves will be made at the appropriate unit bid
price per tapping sleeve and valve acceptably installed. This item includes all
piping, making pipe connections, tapping sleeve, valve and valve box,
restrained joints, and all other work for a complete installation.
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12. Furnish and Install Bacteriological Sample Points: Payment for furnishing
and installing bacteriological sample points will be made at the appropriate
unit bid price per bacteriological sample point. This item includes valve,
tubing, fittings, enclosure, all concrete, painting, and incidentals necessary for
a complete installation as shown on the drawings and as specified herein. For
temporary samples points, the unit bid price includes removal of the
temporary sample point.
13. Removal of Existing Pipe: The unit bid price for pipe removal of the various
sizes of pipe shall be compensation in full for furnishing all labor, material,
equipment and incidentals necessary to remove and dispose of one linear foot
of pipe, regardless of the depth of cover in accordance with these
specifications and as shown on the Contract Drawings. Price shall include
removal and disposal of existing pipe, fittings, valves, valve boxes, blowoff
assemblies, ARV assemblies, ARV vaults, bacterial sampling points, thrust
blocks and other appurtenant items. Price shall include the restraint,
excavation, backfill and road base, temporary road patching, and all
appurtenances. Measurement for payment will be made along the centerline
of existing pipe that is removed, to the limits required in the specifications.
14. Grout Fill Existing Pipe: The unit bid price for grout filling of the various
sizes of existing pipe shall be compensation in full for furnishing all labor,
material, equipment and incidentals necessary to grout fill one linear foot of
pipe, regardless of the depth of cover in accordance with these specifications
and as shown on the Contract Drawings. Price shall include fittings and valves
as needed, pumping grout into the pipe, backfilling, removal of temporary
fittings and valves, plugs and caps as required, and all appurtenances. Unit
bid price shall also include, prior to the grout filling of the pipe, the removal
and disposal of above-ground pipe, valve operators, valves boxes and
associated concrete, ARV assemblies, ARV vaults, permanent blowoffs,
permanent bacterial sampling points, backfill and road base, temporary road
patching and other appurtenant items. Measurement for payment will be
made along the centerline of existing pipe that is grout filled, to the limits
required in the specifications.
15. Pipe Restraint on Existing Pipe: The unit bid price for pipe restraint on the
various sizes of pipe shall be compensation in full for furnishing all labor,
material, equipment and incidentals necessary to furnish and install each pipe
restraint on existing pipe, regardless of the depth of cover in accordance with
these specifications. Price shall include the restraint, excavation, backfill and
road base, temporary road patching, and all appurtenances.
16. Concrete: The unit bid price shall be compensation in full for placement of
3,000 psi concrete into underground areas for either pipe encasement or thrust
blocks as directed by the COUNTY. The unit price includes placement of
concrete against formed surfaces and removal of fonns after placement and
setting of concrete.
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17. Demobilization and Record Drawings: The lump sum bid price shall be
compensation in full for furnishing all labor, material, equipment and
incidentals necessary to demobilize all material, equipment and tools from the
project site and to perform fmal clean up of the project site as required to
complete construction of the Work. This item includes, but is not limited to,
the preparation of the Record Drawings as described in the Specifications.
The amount bid for this item shall be included in the lump sum price bid for
Item 101-1 - Mobilization in the roadway section of the bid schedule.
END OF SECTION
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SECTION 02070
PIPE REMOVAL AND ABANDONMENT
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Removal of piping, valves, hydrants, ARV valves and other existing materials, wholly
or in part, as required to complete Work as shown on the Drawings and specified in
this Section.
B. Abandonment of pipe in-place by emptying, cleaning and filling with grout.
C. Removal and salvaging of designated valves, hydrants, materials, and piping.
D. Disposal of rubble, debris, equipment, piping, wiring, and other removed materials.
E. Crush in-place asbestos cement pipe where indicated.
1.02 SUBMITTALS
A. Submit the following:
1. Proposed methods for demolition and abandonment;
2. Equipment proposed to be used to do demolition and abandonment work;
3. Demolition and abandonment schedule/sequence.
1.03 PROJECT/SITE CONDITIONS
A. General
1. Execute pipe removal and abandonment so that there is no injury to persons or
damage to adjacent buildings, structures, equipment, materials, piping, wiring,
pavement, fences, trees, guardrails, and other adjacent improvements. Execute
pipe removal and abandonment so that access to facilities that are in operation
and to residences and businesses is free and safe.
2. Execute pipe removal and abandonment so that interference to vehicular traffic
and personnel traffic does not exceed scheduled interference. Do not place
rubble, debris, equipment, piping, wiring, pavement, fencing, or other materials
removed on roadways, drives, or sidewalks that are to remain in service.
3. Dust Control- Control dust resulting from pipe removal and abandonment so
that no nuisance is created in areas surrounding the construction activity.
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PART 2 - PRODUCTS
2.01 GENERAL
A. Provide temporary fencing, barricades, shoring, bracing, barriers, enclosures, piping,
valves, pumps, power and controls, and water necessary to meet the requirements of
this Section.
B. Temporary fencing, bracing, shoring, barricades, barriers, and enclosures shall
be suitable to the purpose intended.
C. Provide additional fill as may be required. Fill material shall comply with the
Specifications.
2.02 PIPE GROUT
Pipe grout shall be flowable fill that conforms with the Florida Department of
Transportation (FDOT) Standard Specifications for Road and Bridge Construction,
Section 121 (Flowable Fill).
2.03 APPLICATORS
A. The CONTRACTOR shall provide the services of a grouting company familiar
with and having demonstrated experience with grouting of existing pipe. Prior
to beginning the work, the CONTRACTOR shall demonstrate to the COUNTY
that either he, or his intended grouting subcontractor, is capable of meeting the
specifications regarding this work. Only a company experienced in the
placement of grout fill with a minimum of 5 years of successful experience shall
be employed.
B. The applicator of the grout mix shall be approved by the COUNTY.
PART 3 - EXECUTION
3.01 GENERAL
A. Conduct pipe removal and abandonment as shown and specified in the Contract
Documents.
B. Conduct pipe removal and abandonment so that existing piping, private utilities,
structures, and other improvements to remain are not damaged. Repair or
replace piping, private utilities, structures, and other improvements damaged at
no additional cost to the COUNTY.
C. Pipes taken out of service or designated on the plans shall be removed or
abandoned. Pipe shall be removed if it is under the proposed pavement or
outside of the proposed pavement but within four horizontal feet of the curb or
edge of pavement. The remaining pipe that is taken out of service or shown on
the plans shall be abandoned in place by filling with grout.
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3.02 DISCONNECTIONS
A. Prior to starting pipe removal or abandorunent, check underground and exposed
existing utilities, piping, and equipment within the limits of work. Verify that
the piping is inactive and will not be required to be used in the completion of the
proj ecL
B. Do not proceed with salvage or demolition if piping is active or if permission has
not been granted by the COUNTY.
3.03 ABANDONMENT AND GROUT FilL
A. General - The CONTRACTOR shall, as described on the Drawings and as may
be directed by the COUNTY, abandon in place the following existing utilities:
1. All water mains, reuse water mains, raw water mains and supply piping that
are not under the proposed public roadways shall be abandoned and shall be
filled with grout.
2. All force mains, laterals and services not under the proposed public roadways
shall be abandoned and filled with grout. Prior to grout fill, force mains, laterals
and services to be abandoned shall be flushed clean to remove wastewater and
solids. CONTRACTOR is responsible for flushing water, collection of flush
water/wastewater, and disposal. The cleaning of these piping systems shall
comply with all local and DEP requirements.
3. All water hydrants, ARV valves and other appurtenances on abandoned lines
shall be removed to the main in accordance with Paragraph 3.04, and the main
shall be capped or plugged.
4. All valves shall have the valve box, pad and operator removed, with the valve
left in the open position.
5. All hydrants, valves, ARV valves and other appurtenances removed in
accordance with this section shall be disposed in accordance with County
Standards and regulations.
B. Preparation
1. COUNTY shall be notified at least 72 hours in advance of grouting operations.
2. Grouting equipment and procedures shall be selected and operated with sufficient
safety and care to avoid damage to existing underground utilities and structures.
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C. Equipment
1. The materials shall be mixed in equipment of sufficient size and capacity to
provide the desired amount of grout material for each stage in a single operation.
The equipment shall be capable of mixing the grout at densities required for the
approved procedure and shall also be capable of changing density as dictated by
field conditions any time during the grouting operation.
2. Mixers and Pumps - The grout shall be delivered to the injection point at a steady
pressure with a non-pulsating centrifugal or triplex pump. Means shall be
provided to increase or decrease the water-cement ratio. The system shall mix
the grout to a homogeneous consistency. Means of accurately measuring grout
component quantities, pumping pressures, and volumes pumped shall be
provided.
3. Pressure Gauges - CONTRACTOR shall provide one pressure gauge at the point
of injection and one pressure gauge at the grout pump. Grouting shall not
proceed without appropriate calibrated gauges in place and in working order.
Pressure gauges shall be equipped with diaphragm seals, have a working range
between 1.5 to 2.0 times the design grout pressure, and have an accuracy within
0.5 percent of full range.
D. Grouting
1. General - Once grouting operations begin, grouting shall proceed uninterrupted
from bulkhead to bulkhead. Grout placement shall not be tenninated until both
of the following conditions have been met, unless otherwise approved by the
COUNTY: a) The estimated volume of grout to fill the line has been injected;
and, b) grout has been expelled from the furthest vent or bulkhead. Grout
pressure gauge shall be installed immediately adjacent to each injection port.
Pressure gauges shall be instrument oil filled and attached to a saddle-type
diaphragm seal to prevent clogging with grout.
2. Procedure:
a. The grout shall be placed for a given pipeline segment between
bulkheads. Bulkheads shall be placed at the ends of each pipeline
segment to seal the pipe. Bulkheads shall not be removed until after
the grout has set.
b. Temporary vents shall be installed in the line to be filled at a
maximum spacing of 150 ft. The vents shall be capable of being
capped to allow further grouting operations. The temporary vents
shall be removed from the line being abandoned, after grouting is
complete.
E. Testing and Sampling:
1. Take four test specimens for each 50 cubic yards of grout or for each four
hours of placing.
2. Test in accordance with ASTM CI 09 except:
J-U-16
1-10-05
ISSUED FOR Bl,D-1Gs
.
a. The specimens shall be 3 inch by 6 inch cylinders covered after
casting to prevent damage and loss of moisture. Moist cure specimens
for a period up to 7 days prior to a 28-day compressive strength test.
b. Do not oven dry specimens that are load tested. Specimens may be
tested at any age to monitor compressive strength. The material may
require special handling and testing techniques.
F. The CONTRACTOR may remove the pipe in accordance with Paragraph 3.04
(Removal and Salvage) in lieu of abandonment if acceptable to the COUNTY.
Such removal, however, will be paid at the unit price for pipe abandonment.
G. All work under this Section shall comply with COUNTY, State and Federal
regulations.
3.04 REMOVAL AND SALVAGE
A. The CONTRACTOR shall demolish, remove and dispose, as described on the
Drawings and as may be directed by the COUNTY, of all force mains, water
mains, reuse water mains and raw water mains which are located under or in the
public roadways located inside the COUNTY right-of-way.
B. The removal of piping under the roadways is defined as piping under the
proposed pavement including piping outside of the proposed pavement but
within four horizontal feet of the curb or edge of pavement.
C. The CONTRACTOR shall demolish, remove and dispose of all valve boxes,
hydrants, ARV valves and similar structures and devices located on all piping
which is removed.
D. Remove items identified on the drawings, or specified, to remain the property of
the COUNTY. Do not damage equipment, piping, and materials to be salvaged.
Following removal of equipment, piping, and materials to be salvaged, place
equipment, piping, and materials in a location within the COUNTY limits as
designated by the COUNTY.
3.05 REPAIRS
Repair structural elements, equipment, piping, conduit, and other improvements to remain
that are damaged during demolition. Use workers specifically qualified in trade, or
trades, involved to repair damaged work.
3.06 DISPOSAL
A. Remove and dispose of all equipment, piping, and materials from the jobsite not
specifically designated to be retained by the COUN1Y.
B. CONTRACTOR shall not accumulate or store debris from demolition on the project
site.
J-U-17
1-10-05
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ISSUED FOR BIDDING 1-10-05
3.07 FILLING
A. Backfill excavations, trenches, and pits resulting from pipe removal and
abandonment and below ground, abandoned remains of partially demolished
structures. Do not use debris in backfill.
B. Backfill beneath proposed pavement and in unpaved areas as specified or as shown
on the Drawings and standard details.
3.08 CLEANUP AND CLOSURE
A. Following pipe removal and abandonment, clean-up areas where other work is to be
done as specified in this Section, or Sections applicable to work to be done.
B. Following pipe removal and abandonment, clean-up areas where no other work is to
be done under this Contract. Remove debris and rubbish, temporary facilities, and
equipment. Level surface irregularities to eliminate depressions. Leave work in a
neat and presentable condition.
C. In locations where an abandoned or removed pipe connects to a pipe that remains in
service, the CONTRACTOR shall install a suitable cap or plug on the end of the
active pipe.
END OF SECTION
J-V-18
1-10-05
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ISSUED FOR BIDDING 1-10-05
.
SECTION 02532
SEWER BYPASSING
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. This section specifies the requirements for temporary bypassing of sewage during
construction.
B. CONTRACTOR shall provide labor, materials and supervision to temporarily bypass
flow around the CONTRACTOR'S work where required during construction.
1.02 SUBMITTALS
A The CONTRACTOR shall submit drawings and complete design data showing
methods and equipment he proposes to utilize in sewer bypassing. The submittal
shall include the following information:
I.Drawings indicating the location of temporary sewer plugs and bypass discharge
lines.
2.Capacities of pumps, prime movers, and standby equipment.
3. Design calculations proving adequacy of the system and selected equipment.
4.Provisions for noise reduction with particular attention to adjacent residential
dwelling units.
B. The Contractor is responsible for compliance with COUNTY and DEP
regulations concerning transport and handling of sewage.
1.03 JOB CONDITIONS
A. Available Data:
1. No wet weather flow data is available. The CONTRACTOR shall provide
sufficient active and standby bypass pumping equipment such that pumping
capacity with his largest pump out of service will equal or exceed the largest of
either the total maximum pumping capacity of closest upstream pumping
station(s) or the flow equivalent to assuming the pipes flow full during high flow
conditions. The CONTRACTOR shall have complete responsibility for design,
construction, and operation of an adequate and properly functioning bypass
system. Any testing or gathering of flow data are the responsibility of the
CONTRACTOR.
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1-10-05
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.
ISSUED FOR BIDDING 1-10-05
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2. The COUNTY'S sanitary sewer pumping stations shall not be used to control
flows. All pumping stations shall remain in normal operation throughout the
project.
B. Protection:
Where bypassing is required, the CONTRACTOR shall ensure that service for
connecting laterals is not disrupted. All bypassed flow shall be discharged into the
nearest downstream manhole or forcemain. No bypassing to the ground surface,
receiving streams, storm drains, or bypassing which results in groundwater
contamination or potential health hazards shall be permitted.
C. Scheduling:
The bypassing systems shall not be shut down between shifts, on holidays or
weekends, or during work stoppages without written permission from the
COUNTY.
PART 2 - PRODUCTS (Not Used)
. PART 3 - EXECUTION
3.01 SEWER BYPASSING
A. Sewer bypassing shall be accomplished by pumping or diverting the upstream flow
around the CONTRACTOR'S work or as directed by the COUNTY.
B. The CONTRACTOR shall provide temporary pumps, conduits, and other
equipment to bypass the sewer flow. CONTRACTOR shall furnish the necessary
labor and supervision to set up and operate the pumping and bypass system.
Engines shall be equipped with mufflers and/or enclosed to keep the noise level
within local ordinance requirements. Pumps and bypass lines shall be of adequate
capacity and size to handle the flows. All bypassed flow shall be discharged to the
nearest possible downstream manhole or force main in accordance with the
approved submittal for the bypassing of sewage.
3.02 STANDBY EQUIPMENT
The CONTRACTOR shall maintain on site sufficient equipment and materials to ensure
continuous and successful operation of the bypass systems. Standby pumps shall be
fueled and operational at all times. The CONTRACTOR shall maintain on site a
sufficient number of valves, tees, elbows, connections, tools, sewer plugs, piping and
other parts or system hardware to ensure immediate repair or modification of any part of
the system as necessary.
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1-10-05
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ISSUED FOR BIDDING 1-10-05
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3.03 DAMAGES
The CONTRACTOR shall repair without cost to the COUNTY any damage that may
result from his negligence, inadequate or improper installation, maintenance and
operation of sewer bypassing system including mechanical or electrical failures.
END OF SECTION
J-U-21
1-10-05
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EXHIBIT K
PERMITS
TR-CA-K-1
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ISSUED FOR BIDDING 1-10-05
IMMOKALEE ROAD - U.S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO. 05-3788
EXHIBIT K
PERMITS
GENERAL
The Contractor shall abide by all conditions, statutes, and regulations issued by the jurisdictional authorities,
boards and agencies of the County, State and Federal governments. The Contractor shall be fully responsible
for the execution and adherence to all directives, instructions, conditions, issuance of notices, special
conditions and/or limiting conditions contained in permits specifically issued for this project and which pertain
to or affect the construction phase of this project. Permits for this project have been or will be issued by the
U.S. Army Corps of Engineers (ACOE), the Florida Department of Environmental Protection (FDEP), the
South Florida Water Management District (SFWMD) and the Florida Department of Transportation (FOOT).
The cost of materials, supplies, labor, testing, permit fees and other direct or indirect expenses required to
abide by or execute conditions of the permits shall be paid for by the Contractor. The Contractor's
reimbursement for said costs shall be distributed within the various items of work or materials associated with
the construction of the project. There is no direct or specific payment item in the bid for cost due to compliance
with said permits or associated fees.
EXHffiIT K-I
SOUTH FLORIDA WATER MANAGEMENT DISTRICT - Environmental Resource Permit Modification
EXHffiITK-2
U.S. ARMY CORPS OF ENGINEERS - Nationwide Permit
EXHffiIT K-3
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION - A General Permit for Construction of
an Extension to a Public Drinking Water System
EXHIBIT K -4
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION - A General Permit to Construct
Domestic Wastewater Collection/Transmission Systems
EXHIBIT K-5
SOUTH FLORIDA WATER MANAGEMENT DISTRICT - Right-of-Way Standard Permits (3)
EXHffiIT K-6
FLORIDA DEPARlMENT OF ENVIRONMENTAL PROTECTION - Generic Permit for Stormwater
Discharge from Large and Small Construction Activities, dated May 1,2003.
EXHffiIT K-7
FLORIDA DEPARTMENT OF TRANSPORTATION - Connection Permits (2).
K-l
1-10-05
ISSUEDFO~QnC 1-10-05 ·
IMMOKALEE ROAD - U.S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO. 05-3788
EXHIBIT K-l
SOUTH FLORIDA WATER MANAGEMENT DISTRICT - Environmental Resource Permit
Modification - Standard General Permit No. II-00861-S
1-10-05
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SO@H FLORIDA WATER MANAGEMENT DI~ICT .
ENVIRONMENTAL RESOURCE
ST ANOARD GENERAL PERMIT NO. 11-00861-8
DATE ISSUED: November 19, 2004
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Form #0941
08195
PERMITTEE:' COLLIER COUNTY
COLLIER COUNTY GOVERNMENT COMPLEX
3301 EAST TAMIAMI TRAIL
NAPLES, FL 34112
PROJECT DESCRIPTION: This application is a request for a General Permit modification authorizing
construction and operation of a surface water management system serving 73,18
acres of a roadway project known as .Immokalee Road Widening from Tamiami Trail
(US 41) to Interstate 75 with discharge into the Cocohatchee River via a proposed
storrnceptor system.
COLLIER COUNTY,
PROJECT LOCATION:
SEC 22.23,24.25i26~7 TWP 48S RGE 25E
SEC 19,30 TWP 48S RGE 26E
PERMIT DURATION:
See Special Condition No:1. See attached Rule 40E-4.321, Florida Administrative
Code.
This is to notify you of the Districfs agency action concerning Notice of Intent for Permit Application No. 030711-18. dated July 11, 2003.
This action is taken pursuantto Rule 40E-1.603 and Chapter 4OE-4Q , Florida AdmInistrative Code IF.A.C.).
Based on the information provided, District rules have been adhered to and an Environmental Resource General Permit is in effect for this
project subject to:
1. Not receiving a tiled request for a Chapter 120, Florida Statutes, administrative hearing.
"
2. the attached 19 General Conditions (See Pages: 2 - 4 of 6),
3. the attached 17 Special Conditions (See Pages: 5 - 6 of 6) and
4. the attached 5 Exhibit(s).
Should you object to these conditions, please refer 10 the attached "Notice of Rights" which addresses the procedures to be fonowed if you
desire a public hearing or other review of the proposed agency action. Please contact this office if you have any questions concerning this
matter. If we do nol hear from you in accordance with the "Notice of Rights." we will assume that you concur with the District's action.
CERTIFICATE OF SERVICE
I HEREBY CERTIFY that a "Notice of Rights" has been mailed to the Permittee (and the persons listed in the
attached distribution list) no later than 5:00 p.m. on this 19th day of November, 2004, in accordance with Section
120.60(3), Florida Statutes.
B't;.-.
ac line Rippe. P.E.
irector
Lower West Coast Service Center
Certified mail number 7003 1010 0004 2578 0570
Page 1 of 6
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NOTICE OF RIGHTS
Section 120.569(1), Fla. Stat. (1999), requires that "each notice shall inform the recipient of any adrninistrativehearing or
judicial review that is available under this section, s. 120.57, or s. 120.68; shall indicate the procedure which must be
followed to obtain the hearing or judicial review, and. shall state the time liiTlits which apply.'" Please note that this Notice of
Rights is not intended to provide legal advice. Not all the legal proceedings detailed below may be an applicable or
appropriate remedy. You may wish to consult an attorney regarding your legal rights.
Petition for Administrative Proceedings
1 . A person whose substantial interests . are
affected by the South Florida Water Management District's
(SFWMD) action has the right to request an administrative
hearing on that action. . The affected person may request
either a formal or an informal hearing, as set forth below. A
point of entry into administrative proceedings is governed
by Rules 28-106.111 and 40E-1.511. Fla. Admin. Code,
(also published as an exception to the Uniform' Rules of
Procedure as. Rule 40E-0.109), as set forth below.
Petitions are deemed filed upon' receipt of the original
documents by the SFWMD ClerX.
a. Formal Administrative HearinQ: If a
genuine issue(s) of material fact is in dispute, the affected
person seeking a formal hearing on a SFWMO decision
which does or may determine their substantial interests
shall file a petition for hearing pursuant to Sections 120.569
and 120.57(1), Fla. Stat. or for mediation pursuant to
Section 120.573, Fla. Stat. within 21 days, except as
provided in subsections c. and d. be I,ow , of either written
notice through mail or posting or publication of notice that
the SFWMD has or intends to take final agency action.
Petitions must substantially comply with the requirements
of Rule 28-106.201 (2), Fla. Admin. Code. a copy of the
which is attached to this Notice of Rights.
b. Informal Administrative Hearina: If there
are no issues of material fact in dispute. the affected
person seeking an informal hearing on a SFWMD decision
which does or may determine their substantial interests
shall file a petition for hearing pursuant to Sections 120.569
and 120.57(2), Fla. Stat. or for mediation pursuant to
Section 120.573, Fla. Stat. within 21 days, except as
provided in subsections c. and d. below, of either written
notice through mail or posting or publication of notice that
the SFWMD has or intends to take final agency action.
Petitions must substantially comply with the requirements
of Rule 28-106.301(2), Fla. Admin. Code, a copy of the
which is attached to this Notice of Rights.
c. Administrative Complaint and Order:
If a Respondent objects to a SFWMD Administrative
ComplaintaJid Order, pursuant to Section 373.119, Fla.
Stat. (1997), the person named in the Administrative
Complaint and Order may file a petition for a hearing no
later than 14 days after the date such order is served.
Petitions must substantially comply with the requirements
of either subsection a. or b. above.
Revised August. 2000
d. State Lands . Environmental Resource
Pennit: Pursuant to Section 373.427, Fla. Stat., and Rule
401;-1.511 (3), Fla. Admin. Code (also published as an
exception to the Uniform Rules of Procedure as Rule 40E-
0.1 09(2)(c)) , a petition objecting to the SFWMO's agency .
action regarding consolidated. applications for
Environm~ntal Resource Permits and Use of Sovereign
Submerged Lands (SLERPs), must be filed within 14 days
of the notice of consolidated intent to grant or deny the
S1-ERP.- Petitions must substantially comply with the
requirements of either subsection a. or b. above.
e. Emeroency Authorization and Order:
. A person .whose substantial interests are affected by a
SFWMD Emergency Authorization and Order; has a right
to file a petition under Sections 120.569, 120.57(1), and
120.57(2), Fla. Stat., as provided in subsections a. and b.
above. However, the person, or the agent of the person
responsible for causing or contributing to the emergency
conditions shall take whatever action necessary to cause
immediate compliance with the terms of the Emergency
Authorization and Order.
f. Order for Emeroencv Action: A person
whose substantial interests are affected by a SFWMD
Order for Emergency Action has a right to file a petition
pursuant to Rules 28-107.005 and 40E-1.611, Fla. Admin.
Code, copies of which are attached to this Notice of Rights,
and Section 373.119(3). Fla. Stat., for a hearing on the
Order. Any subsequent agency action or proposed agency
action to initiate a formal revocation proceeding shall be
separately noticed pursuant to section g. below.
g. Permit Susoension. Revocation.
Annulment. and Withdrawal: If the SFWMD issues an
administrative complaint to suspend, revoke,annul, or
withdraw a permit, the permittee may request a hearing to
be conducted in accordance with Sections 120.569 and
120.57, Fla. Stat., within 21 days of either written notice
through mail or posting or publication of notice that the
SFWMD has or intends to take final agency action.
Petitions must substantially comply with the requirements
of Rule 28-107;004(3), Fla. Admin. Code, a copy of the-
which is attached to this Notice of Rights.
2. Because the administrative hearing process
is designed to formulate final agency action. the filing of
a petition means that the SFWMD's final action may be
different from the position taken by it previously.
Persons whose substantial interests may be affected by
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any such final decision of the SFWMD shall have,
pursuant to Rlile.40E-1.511(2),.Fla. Admin. Code (also
published as an exception to. the Uniform Rules of
Procedure as Rule 40E-O.109(2)(c)), an additional 21
days from the date of receipt of notice of said decision to
request an administrative hearing. However. the scope of
the administrative hearing shall be limited 'to the
substantial deviation.
3. Pursuant to Rule40E-1.511(4), Fla. Admin.
Code, substantially affected persons entitled to a hearing
pursuant to Section 120:57(1), Fla. Stat., may waive their
right to such a hearing and request an informal hearing
before the Governing Board pursuant to Section 120.57(2),
Fla. Stat., which may be granted at the option of the
Governing Board.
4. Pursuantto Rule 28-~06.111(3), Fla. Admin. _
Code, persons may file with the SFWMD a request for
extension of time for filing a petition. The SFWMD, for
good cause shown, may grant the extension. The request
for extension must contain a certificate that the petitioner
has consulted with all other parties, if any, concerning the
extension and that the SFWMD and all other parties agree
to the extension.
CIRCUIT COURT
5. Pursuant to Section 373.617, Fla. Stat., any
substantially affected person who cla,ims that final agency
action of the SFWMD relating to permit decisions
constitutes an unconstitutional taking of property without
just compensation may seek judicial review of the action in
circuit court by filing a civil action in the circuit court in the
judicial circuit in which the affected property is located
within 90 days of the rendering of the SFWMD's final
agency action.
6. Pursuant to Section 403.412, Fla. Stat., any
citizen of Florida may bring an action for injunctive relief
against the SFWMD to compel the SFWMD to enforce the
laws of Chapter 373, Fla. stat., and Title 40E, Fla_ Admin.
Code. The complaining party must file with the SFWMD
Clerk a verified complaint setting forth the facts upon which
the complaint is based and the manner in which the
complaining party is affected. If the SFWMD does not take
appropriate action on the complaint within 30 days of
receipt. the complaining garty may then file a civil suit for
injunctive relief in the 15 Judicial Circuit in and for Palm
Beach County or circuit court in the county where the
cause of action allegedly occurred.
7. Pursuant to Section 373.433, Fla. Stat., a
private citizen of Florida may fife suit in circuit court to
require the abatement of any stormwater management
system, dam, impoundment, reservoir, appurtenant work or
works that violate the provisions of Chapter 373, Fla. Stat.
Revised August. 2000
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DISTRICT COURT OF APPEAL
8. Pursuant to Section 120.68, Fla. Stat., a party
who is adversely affected by final SFWMD action may
seek judicial review of the. SFWMD's final decision by filing
a notice of appeal pursuant to Florida Rule of Appellate
Procedure 9.110 in the Fourth District Court of Appeal or in
the appellate district where a party resides and filing a
second copy of the notiCe with the SFWMDClerk within. 30
days of rendering ofthe final SFWMD action.
. LAND AND WATER ADJUDICATORY COMMISSION
9. A party to a .proceeding below' may seek
review by the Land and Water Adjudicatory Commission
(FLAWAC) of SFWMD's final agency action to determine if
such action is consistent with the provisions and purposes
of Chapter 373, Fla. Stat. Pursuant to Section 373.114,
Fla. Stat., and Rules 42-2.013 and 42-2.0132. Fla. Admin.
.Code, a request for reyjew of (a) an order or rule of the
SFWMD must be filed with FLAWAC within 20 days after
rendition of the order or adoption of the rule sought to be
reviewed; (b) an order of the Department of Environmental
Protection (DEP) requiring amendment or repeal of a
SFWMD rule must be filed with FLA WAC within 30 days of
rendition of the DEP's order, and (c) a SFWMD order
entered pursuant to a fonnal administrative hearing under
Section 120.57(1), Fla. Stat., must be filed no later than 20
days after rendition of the SFWMD's final order.
Simultaneous with filing, a copy of the request for review
must be served on the DEP Secretary, any person named
in the SFWMD or DEP final order, and all parties to the
proceeding below. A copy of Rule 42-2.013. Fla. Admin.
Code is attached to this Notice of Rights.
. PRIVATE PROPERTY RIGHTS PROTECTION ACT
. . 10. A. property owner who alleges a specific action
of the SFWMD has inOrdinately burdened an existing use
of the real property, or a vested right to a specific use of
the real property, may file a claim in the circuit court where
the real property _is located within 1 year of the SFWMD
action pursuant to the procedures set forth in Subsection
70.001 (4) (a) , Fla. Stat.
LAND USE AND ENVIRONMENTAL DISPUTE RESOLUTION
11. A property owner who alleges that a SFWMD
development order (as that term is defined in Section
70.51 (2) (a) , Fla. Stat. to include permits) or SFWMD
enforcement action is unreasonable, or unfairly burdens
the use of the real property, may file a request for relief
with the SFWMD within 30 days of receipt of the SFWMD's
order or notice of agency action pursuant to the procedures
set forth in Subsections 70.51 (4) and (6), Fla. Stat. ,
MEDIATION
12. A person whose substantial interests are.
or may be, affected by the SFWMD's action may choose
mediation as an alternative remedyunder Section 120.573,
Fla. Stat. Pursuant to Rule 28-106.111 (2), Fla. Admin.
Code, the petition for mediation shall be. filed within 21
days of either written notice through mail or posting or
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publication of notice that the SFWMD has or intends to
take final agency action. Choosing mediation will notsffact
the right to an administrative hearing if mediation does not
result. in settlement.
Pursuant to Rule 28-106.402, Fla. Admin. Code, the
contents of the petition for mediation shalf contain the
following information:
(1) the name, . address, arid telephone
number of the person requesting mediation and that
person's representative, if any;
(2) a statement of the preliminary agency
action;
(3) an explanation of how the person's
substantial interests will be affected by the agency
I determination; and
(4) a statement of relief sought.
As provided in Section 120.573, Fla. Stat. (1997), the
timely agreement of all the parties 10 mediate will toll t.he
time limitations imposed by Sections 120.569 and 120.57,
Fla. Stat., for requesting and holding an administrative
hearing. Unless otherwise agreed by the parties, the
mediation must be concluded within 60 days of the
execution of the agreement. If mediation results in
settlement of the dispute, the SFWMD must enter a final
order incorporating the agreement of the parties. Persons
whose substantial interest will be affected by such a
modified agency decision have a right to petition for
hearing within 21 days of receipt of the final order in
accordance with the requirements of $ections 120.569 and
120.57, Fla. Stat., and SFWMD Rule 28-106.201 (2), Fla.
Admin Code. If mediation terminates without settlement of
the dispute, the SFWMD shall notify all parties in writing
that the administrative hearing process under Sections
120.569 and 120.57. Fla. Stat., remain available for
disposition of the dispute, and the notice will specify the
deadlines that then will apply for challenging the agency
action.
VARIANCES AND WAIVERS
13. A person who is subject to regulation
pursuant to a SFWMO rule and believes the application of
that rule will create a substantial hardship or will violate
principles of faimess (as those tenns are defined in
Subsection 120.542(2), Fla. Stat.) and can demonstrate
that the purpose of the underlying statute will be or has
been achieved by other means, may tile a petition with the
SFWMD Clerk requesting a variance from or waiver of the
SFWMO rule. Applying for a variance or waiver does not
substitute or extend the time for filing a petition for an
administrative hearing or exerCising any other right that a
person may have concerning the SFWMO's action.
Pursuant to Rule 28-104.002(2), Fla. Admin. Code, the
petition must include the following infonnation:
(a) the caption shall read:
Petition for (Variance from) or 0Naiver of) Rule (Citation)
(b) The name, address, telephone number
and any facsimile number of the petitioner;
Revised August. 2000
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(c) The name, address telephone number
and any facsimile number of the attorney Of' qualifiec
representative of the petitioner, (if any);
(d) the applicable rule or portion of the rule;
(e) the citation to the statue the rule is
implementing;
(t) the type of action requested;
(g) the specific facts that demonstrate a
substantial hardship or violation of principals of fairness
that would justify a waiver or variance for the petitioner;
(h) the reason why the variance or the waiver
requested would selVe the purposes of the underlying.
statute; and
(i) a statement of whether the variance or
waiver is pennanent or temporary, If the variance or
waiver is temporary, the petition shall include the dates
indicating the duration oftherequested variance or waiver.
A person requesting an emergency variance from or
waiver of a SFWMD rule must clearly so state in the
caption of the petition. In addition to the requirements of
Section 120.542(5), Fla. Stat. pursuant to Rule 28-
104.004(2), Fla. Admin. Code, the petition must also
include:
a) the specific fal-is that make the situation an
emergency; and
b) the specific facts to show that the petitioner will
suffer immediate adverse effect unless the variance or
waiver is issued by the SFWMD more expeditiously than
the applicable timeframes set forth in Section 120.542, Fla.
Stat.
WAIVER OF RIGHTS
14. Failure to observe the relevant time
fram~s prescribed above will constitute a waiver of such
right.
28-106.201
INITIATION OF PROCEEDINGS
(IN\fOl V1NG DISPUTED ISSUES OF MATERIAL FACT)
(2) All petitions filed under these rules shall contain:
(a) The name and address of each agency affected
and each agency's file or identification number, if known;
(b) The name, address. and telephone number of the
petitioner; the name, address, and telephone number of
the petitioner's representative, if any, which shaH be the
address for service purposes during the course of the
proceeding, and an explanation of how the. petitioner's
substantial interests will be affected by the agency
determination; .
(c) A statement of when and how the petitioner
received notice of the agency decision;
(d) A statement of all disputed issues of mateiial fact.
If there are none, the petition must so indicate;
(e) A concise statement of the ultimate facts alleged.
as well as the rules and statutes which entitle the petitioner
to relief; and
(f) A demand for relief.
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28-106.301. INITIATION OF PROCEEDINGS
(NOT INVOLVING DISPUTED ISSUES OF MATERIAL FACT)
(2) All petitions filed under these rules shall contain:
(a) The name and address of each. agency affected
and each agencY's file or identification rll"mber, if known;
(b). . The name, address, and telephone number of the
petHioner; the name, address, and telephone number. of
the petitioner's representative, if any, which shall be the
address for selVice purposes during the course of the
proceeding, and an explanation of how the petitioner's
substantial interests will be affected by the agency
detennination;
(c) A statement of when and how the petitioner
received notice of the agency deciSion;
(d) A concise statement of the ultimate facts alleged,
as well as the rules and statutes which entitle the petitioner
to retief: and
(e) A demand for relief.
28-107.004 SUSPENSION, REVOCATION, ANNULMENT,
OR WITHDRAWAL
(3) Requests for hearing filed in accordance with this
rule shall include:
(a) The name and address of the party making the
request, for purposes of selVice;
(b) A statement that the party is requesting a hearing
involving disputed issues of material fact, or a hearing not
involving disputed issues of material f~ct; and
(c) A reference to the notice, order to show cause.
administrative complaint, or other communication that the
party has received from the agency.
42-2.013 REQUEST FOR REVIEW PURSUANT TO
SECTION 373.114 OR 373.217
(1) In any proceeding arising under Chapter 373, F.S.,
review by the - Florida Land and Water Adjudicatory
Commission may be initiated by the Department or a party
by filing a request for such review with the Secretary of the
Commission and serving a copy on any person named in
the rule or order, and on all parties to the proceeding
which resulted in the order sought to be reviewed. A
certificate of service showing completion of service as
required by this subsection shall be a requirement for a
determination of sufficiency under Rule 42-2.0132. Failure
to file the request with the Commission within the time
.period provided in Rule 42-2.0132 shall result in dismissal
ofthe request for review.
(2) The request for review shall identify the rule or order
requested to be reviewed, the proceeding in which the rule
or order was entered and the nature of the rule or order. A
copy of the rule or order sought to be reviewed shall be
attached. The request for review shall state with
particularity:
(a) How the order or rule conflicts with the
requirements, provisions and purposes of Chapter 373,
F.S.. or rules duly adopted thereunder;
Revised August. 2000
(b) How ~rule. or order so!ht Q k reviewO<j
affects the interests of the party seeking review;
(c) The oral or written st~ement; sworn or unswom,
which was submitted to the agency concerning the matter
to be reviewed and the date aoo location of the statement
. I
if the individual or entity requesting the review has not
participated in a proceeding previously instituted pursuant
to Chapter 120, F.S., on the order for which review is
sought;
. (d) If review of an order is being sought, whether and
how the . activity authorized by the order would
substantially affect natural resources of statewide or
regional significance, or whether the order raises isSues of
policy, statutory interpretation, or rule interpretation that
have regional or statewide significance from a standpoint.
of agency precedent, and all the factual bases in the
record which the petitioner claims support . such
- ..detennination1.s); and
(e) The action requested to . be taken by the
Commission as a result of the review, whether to rescind or
modify the order, or remand the proceeding to the water
management district for further action; or to require the
water management district to initiate rulemaking to adopt,
amend or repeal a rule.
28-101.005 EMERGENCY ACTION
(1) If the agency finds that immediate serious danger
to the public health, safety, or welfare requires emergency
action. the agency shall summarily suspend, limit, or
restrict a licen se.
(2) the 14-day notice requirement of Section
120.569(2)(b), F. S.. does not apply and shall not be
construed to prevent a hearing at the earliest time
practicable upon request of an aggrieved party.
(3) Unless otherwise provided by law, within 20 days
after emergency action taken pursuant to paragraph (1) of
this rule, the agency shall initiate a formal suspension or
revocation proceeding in compliance with Sections
120.569, 120.57. and 120.60, F.S.
40E-1.611 EMERGENCY ACTION
(1) An emergency exists when immediate action is
necessary to protect public health, safety or welfare; the
health of animals, fish or aquatic life; the works of the
District; a public water supply, or recreational, commercial,
industrial, agricultural or other reasonable uses of land and
water resources.
(2) The Executive Director may employ the resources
of the District to take whatever remedial action necessary
to alleviate the emergency condition without the issuance
of an emergency order. or in the event an emergency order
has been issued. after the expiration of the requisite time
for compliance with that order.
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GENERAL CONDITIONS
1 DC ·
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Application No. 030711-18
Page 2 of 6
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GENERAL CONDITIONS
1. All activities authorized by this permit shall be implemented as set forth in the plans, specifications and
performance criteria as approved by this permit. Any deviation from the permitted activity and the
conditions for undertaking that activity shall constitute a violation of this permit and Part IV, Chapter 373.
F.S. '
2. . This permit ora copy thereof, complete with all conditions, attachments, exhibits, and modifications shall
be' kept at the work site of the permitted activity. The complete permit shall be available for review at the
work site upon request by District staff. The permittee shall require the contractor to review the complete
permit prior to commencement of the activity authorized by this permit.
3. Activities approved by this permit shall be conducted in a manner which does not cause violations of State
water quality standards. The permittee shall implement best management practices for erosion and
pollution control to prevent violation of State water quality standards. Temporary erosion control shall be
implemented prior to and during construction, and permanent control measures shall be completed within 7
days of any construction activity. Turbidity barriers shall be mstalled and maintained at all locations where
the possibility of transferring suspended solids into the receiving waterbody exists due to the permitted
work. Turbidity barriers shall remain in place at all locations. until construction is completed and soils are
stabilized and vegetation has been established. All practices shall be in accordance with the guidelines
and specifications described in Chapter 6 of the Florida land Development Manual; A Guide to Sound
Land and Water Management (Department of Environmental Regulation, 1988), incorporated by reference
in Rule 40E-4.091, F.A.C. unless a project-specific erosion and sediment control plan is approved as part
of the permit. Thereafter the permittee shall be responsible for the removal of the barriers. The permittee
shall correct any erosion or shoaling that causes adverse impacts to the water resources.
4. The permittee shall notify the District of the anticipated construction start date within 30 days of the date
that this permit is issued; At least 48 hours prior to commencement of activity authorized by this permit,
the permittee shall submit to the District an Environmental Resource Permit Construction Commencement
Notice Form Number 0960 , indicating the actual start date and the expected construction completion date.
5. When the duration of construction will exceed one year, the permittee shall submit construction status
reports to the District on an annual basis utilizing an annual status report form. Status report forms shall be
submitted the following June of each year.
6. Within 30 days after completion of construction of the permitted activity, the permitee shall submit a written
statement of completion and certification by a professional engineer or other individual authorized by law,
utilizing the supplied Environmental Resource/Surface Water Management Permit Construction
Completion/Certification Form Number 0881A, or Environmental Resource/Surface Water Management
Permit Construction Completion Certification - For Projects Permitted prior to October 3, 1995 Form No.
08818, incorporated by reference in Rule 40E-1.659, FAC. The statement of completion and certification
shall be based on onsite observation of construction or review of as-built drawings for the purpose of
determining if the work was completed in compliance with permitted plans and specifications. This
submittal shall serve to notify the District that the system is ready for inspection. Additionally, if deviation
from the approved drawings are discovered during the certification process, the certification must be
accompanied by a copy of the approved permit drawings with deviations noted. Both the original and
revised specifications must be clearly shown. The plans must be clearly labeled as "as-built" or "record"
drawings. All surveyed dimensions and elevations shall be certified by a registered surveyor.
7. The operation phase of this permit shall hot become effective: until the permittee has complied with the
requirements of condition (6) above, and submitted a request for conversion of Environmental Resource
Permit from Construction' Phase to Operation Phase, Form No. 0920; the District determines the system to
be in compliance with the permitted plans and specifications; and the entity approved by the District in
accordance with Sections 9.0 and 10.0 of the Basis of Review for Environmental Resource Permit
Applications within the South Florida Water Management District, accepts responsibility for operation and
maintenance of the system. The permit shall not be transferred to such approved operation and
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Page 3 of 6
GENERAL CONDITIONS
maintenance entity until the operation phase of .the permit becomes effective. Following inspection and
approval of the permitted system by the District, the permittee shall initiate transfer of the permit to the
approved responsible operating entity if different from the permittee. Until the permit is transferred
pursuant to Section 40E-1.61 07, F.A.C., the permittee. shall be liable for compliance with the terms of the
permit. .
8. Each phase or independent portion of the permitted system must be completed in aCcordance with the
permitted plans and permit conditions prior to the initiation of the permitted use of site infrastructure located
within the area served by that portion or phase of the system. Each phase ot independent portion of the
system must be completed in accordance with the permitted plans and permit conditions prior to transfer of
responsibility for operation and maintenance of the phase or portion of the system to a local government or
other responsible entity.
9. For those systems. that will be operated or maintained by an entity that will require an easement or deed
restriction in order to enable that entity to operate or mamtain the system in conformance with this permit,
such easement or deed restriction must be recorded in the public records arid submitted to the District
along with any other final operation and maintenance documents required by Sections 9.0 and 10.0 of the
Basis of Review for Environmental Resource Permit applications within the South Florida Water
Management District, prior to lot or units sales or prior to the completion of the system, whichever comes
first. Other documents concerning the establishment and authority of the operating entity must be filed with
the Secretary of State, county or municipal entities. Final operation and maintenance documents must be
received by the District when. maintenarice and operation of the system is accepted by the local
government entity. Failure to submit the appropriate final documents will result in the permittee remaining
liable for carrying out maintenance and operation of the permitted system and any other permit conditions.
10. Should any other regulatory agency require changes to the permitted system, the permittee shall notify the
District in writing of the changes prior to implementation so that a determination can be made whether a
permit modification is required.
11. This permit does not eliminate the necessity to obtain any required federal, state, local and special district
authorizations prior to the start of any activity approved by this permit. This permit does not convey to the
permittee or create in the permittee any property right, Qr any interest in real property, nor does it authorize
any entrance upon or activities on property which is not owned or controlled by the permittee, or convey
any rights or privileges other than those specified in the permit and Chapter 40E-4 or Chapter 40E-40,
FAC..
12. The permittee is hereby advised that Section 253.77, F.S. states that a person may not commence any
excavation, construction, or other activity involving the use of sovereign or other lands of the State, the title
to which is vested in the Board of Trustees of the Internal Improvement Trust Fund without obtaining the
required lease, license, easement, or other form of consent authorizing the proposed use. Therefore, the
permittee is responsible for obtaining any necessary authorizations from the Board of Trustees prior to
commencing activity on sovereignty lands or other state-owned lands.
13. The permittee must obtain a Water Use permit prior to construction dewatering, unless the work qualifies
for a general permit pursuant to Subsection 40E-20.302(3), FAC., also known as the "No Notice" Rule.
14, The permittee Shall hold and save the District harmless from any .and all damages, claims, or liabilities
which may arise by reason of the construction, alteration, operation,'maintenance, removal, abandonment
or use of any system authorized by the permit.
15. Arty delineation of the extent of a wetland or other surface water submitted as part of the permit application,
including plans or other supporting documentation, shall not. be considered binding, unless a specific
condition of this permitor a formal determination under Section 373.421 (2), F.S., provides otherwise.
16. The permittee shall notify the District in writing within 30 days of any sale, conveyance, or other transfer of
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GENERAL CONDITIONS
ownership or control of a permitted system or the real property on which the permitted system is located.
All transfers of ownership or transfers of a permit are subject to the requirements of Rules 40E-1.6105 and
40E-1.6107; FAC.. The permittee transferring the permit shall remain Uable for corrective actions that
may be required as a result of any violations prior to the sale, conveyariceor other transfer of the system.
17. Upon reasonable notice to the permittee, District authorized staff with proper identification shall have
permission to enter, inspect, sample and test the system to insure conformity with the plans and
specifications approved by the permit.
18. If historical or archaeological artifacts are discovered at any time on the project site, the permittee shall
immediately notify the appropriate District service center.
19. The permittee shall immediately notify the District in writing of any previously submitted information that is
later discovered to be inaccurate.
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3.
4.
5.
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7.
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SPECtAL CONDITIONS
The construction phase of this permit shall expire on November 19, 2009.
Operation of the surface water management system shall be the responsibility of COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS.
Discharge Facilities: Through a stormceptor system.
The permittee shall be responsible for the correction of any erosion, shoaling or water quality problems
that result from the construction or operation of t~e surface water management system.
Measures shall be taken during construction to insure that sedimentation and/or turbidity violations do not
occur in the receiving water.
The District reserves the right to require that additional water quality treatment methods be incorporated
into the drainage system if such measures are shown to be necessary.
Facilities other than those stated herein shall not be constructed without an approved modification of this
permit.
A stable, permanent and accessible elevation reference shall be established on or within one hundred
(100) feet of all permitted discharge structures no later than the submission of the certification report. The
lOCation of the elevation reference must be noted on or with the certification report.
9. The permittee shall provide routine maintenance of all of the components of the surface water
management system in order to remove all trapped sediments/debris. All materials shall be properly
dispo!i>ed of as required by law. Failure to properly maintain the system may result in adverse flooding
conditions.
10. This permit is issued based on the applicant's submitted information which reasonably demonstrates that
adverse water resource related impacts will not be caused by the completed permit activity. Should any
adverse impacts caused by the completed surface water management system occur, the District will
require the permittee to provide appropriate mitigation to the District or other impacted party. The District
will require the permittee to modify the surface water management system, if necessary, to eliminate the
cause of the adverse impacts.
11. Prior to the commencement of construction, the permittee shall conduct a pre-construction meeting with
field representatives, contractors and District staff. The purpose of the meeting will be to discuss
construction methods and sequencing [include all relevant resource/permitting issues -type and location
of turbidity and erosion controls to be implemented during construction, mobilization and staging of
contractor equipment, construction dewatering, ownership documentation for eminent domain authority,
coordination with other entities on adjacent construction projects, wetland/buffer protection methods,
endangered species protection] with the permittee and contractors. The permittee shall contact Steve
Nagle, Regulatory Professional of the Lower West Coast Service Center al239-338-2929 x 7721, to
schedule the pre-construction meeting.
12. If prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout
canoes, or any other physical remains that Could be associated with Native American cultures, or early
colonial or American settlement are encountered at any time within the project site area, . the permitted
project should cease all activities involving subsurface disturbance in the immediate vicinity of such
discoveries. The permittee, or other designee, should contact the Florida Department of State, Division of
Historical Resources, Review and Compliance Section at (850-) 245-6333 or (800) 847-7278, as well as
the appropriate permitting agency office. Project activities should not resume without verbal and/or written
authorization from the Division of Historical Resources. In the event that unmarked human remains are
encountered during permitted activities, all work shall stop immediately and the proper authorities notified
in accordance with Section 872.05, Florida Statutes.
13. All special conditions and exhibits previously stipulated by permit number 11-00861-S remain in effect
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AppIicaUon No. 030711-18
Page 6 of 6
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SPECIAL CONDITIONS
unless otherwise revised and shall apply to this modification.
14. Plan sheets 3 through 11,23 through 76, 155 through 185, signed, sealed and dated by Walter F. Gilcher,
Jr; P.E. on November 19, 2004 are incorporated by reference into this Environmental Resource Permit
modification and will be retained in this permit file.
15. The Permittee shall utilize the criteria contained in the Construction Pollution Prevention Plan (Exhibit Nos.
4.0-4.43). and on the applicable approved, construction drawings for the duration of the projects
constructioti. activities.
16. Exhibits Nos. 4.0 through 4.43 and 5.0 consisting of Construction Pollution Prevention Plan and Urban
Stormwater Management. Program respectively, are incorporated by reference and shall. be retained in the
permit file.
17. The authorization for construction of the surface water management system is issued pursuant. to the
water qu.ality net improvement provisions relerenced in Rule Section 40E-4.303(1}, Florida Administrative
Code; therefore, the state water quality certification is waived.
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EXHIBIT
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Last Date For Agency Action: 23-NOV-2004
GENERAL ENVIRONMENTAL RESOURCE PERMIT STAFF REPORT
Project Name: Immokalee Road Widening From Us 41 To 1-75
Permit No.: 11-00861-S
Application No.: 030711-18
ApplicatIon Type: Environmental Resource (General Permit Modification)
Location: Collier County, S22,23,24,25.26.27 rr 48S/R25E
S19,30rr48S/R26E
Permittee: _ Co/lier County
Operating Entity: Collier County Board Of County Commissioners
Project Area: 73.18 acres
Project Land Use: Highway
Drainage Basin:
Receiving Body:
WEST COLLIER Sub Basin: COCOHATCHEE RIVER
Cocohatchee River via a proposed stormceptor system Class: CLASS III
Special Drainage District: NA
Conservation Easement To DistrIct: No
Sovereign Submerged Lands: No
_4W\~'2it~w~ii;,~~~~~4:*~iZ~~lc,;:)~':;:;\j;:iW~fJii~irii!!i~~~~i}~~ttij~~i~"~~~~~~iJ
This application is a request for a General Permit modification authorizing construction and operation of a
surface water management system serving 73.18 acres of a roadway project known as Immokalee Road
Widening from Tamiami Trail (US 41) to Interstate 75 with discharge into the Cocohatchee River via a
proposed stormceptor system.
EXHIBIT Z. 0
App.no. : 030711-18
Page 1 of 5
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PROJECT EVALUATION:
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The site is known as Immokalee Road extending from Tamiami Trail (US 41) to Interstate'75, in Collier
County, Florida. Immokalee Road is a four-lane divided roadway that follows an east-west alignment.
Stormwater runoff from the existing pavement sheetfJows to existing roadside swales. A location map is
attached as Exhibit 1.0.
The site consists of existing roadways, right-of-ways, pine flatwoods, cabbage palms and row crops.
There are five wetlands located adjacent to the project area. The wetlands adjacent to the right-of-way
consists of mixed hardwood wetlands, hydric pine flatwoods, and hydric melaleuca. No wetland impacts'
are proposed. The wetlands are shown on sheet numbers 43,44,48.49, and 50 of the engineering plans
signed and sealed August 6,2004 by Walter Gilcher, Jr.
The proposed project consists of widening Immokalee Road from Tamiami Trail (US 41) to Interstate 75.
This segment of the road has a constrained Right of Way with the Cocohatchee Canal on the north side of
the road and a series of developments on the south side of this roadway. As a result of this ROW
constraint, it is not practical to construct a detention system that will be adequate enough to. provide water
quality and attenuation requirements for the road. A stormceptor system is utilized as the SWM system.
Stormwater associated with the site sheetflows via culverts into inlets that are fitted with a skimmer device
that will remove 80% of the total suspended solids (TS5) and 80% of the oils associated with this
roadway. The skimmer device also removes some bio-chemical oxygen demands (BOD) with the
hydrocarbons and TSS as well as some other pollutants.
It is worth noting that since no water quality was provided for the existing roadway, this is a net water
quality improvement of the existing conditions of this roadway.
The area reported under the category of "OTHER" represents an area within the project right the way that
drains away from the project and that is not part of the controlled basin area.
Construction:
Project:
This Phase
Other
Pavement
Pervious
1.83
53.95
17 .40
acres
acres
acres
Total:
73.18
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Djscharge Rate:
The proposed project is consistent with the land use and site grading assumptions from the design of the
surface water management system. Therefore, the surface water management system for this project
has not been designed to limit discharge for the design event to a specified rate.
App,no.: 030711-18
Page 2 of 5
EXHIBIT ~ .1
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_.'. ..., ,. ,.,;,-.:,,~~~\tY~}f'~~If{C'\":'''~:,l~~~~~~l~f~~~_;'.~'''',,;"Hr~?'_f:'r"'t1i~~~~
..~ h' . _ ","' ..iJ'-< ,,-I<.' ...:\~.....,~:~~;",.*~....'"it~'" ~;.c-.._.,.~t~~~t'\:::~,RMit.~~ ,..'. ., . ~~_~.:tt..
A stormceptorsystem is utilized as the SWM system. Stormwater associated with the site sheetflows via
culverts into inlets that are fitted with. a skimmer device that will remove 80% of the total suspended
solids (TSS) and 80% of the oils associated with this. roadway. The skimmer device also removes some
bio-chemical oxygen demands (BOD) with the hydrocarbons and TSS as well as some other pollutants.
It is worth noting that since no water quality was provided for the existing roadway, this is a net water
quality improvement of the existing conditions of this roadway. No adverse water quality impacts are
anticipated as a result of the proposed project. '
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The .wetlands adjacent to the-.right-of-way consists of mixed hardwood wetlands, hydric pine flatwoods,
and hydric melaleuca.
Seasonal high water elevations were evaluated based upon ajacent permits and elevations of the adjacent
Cocohatchee Canal. The control elevations utilized for the project are consistent with maintaining the
hydroperiods of adjacent wetlands. The stOI11l water management design of the project maintained pre
and post drainage connections for the wetlands potentially affected by the project. In addition, provisions
were included on the construction plans to include turbidity and erosion details, and Erosion and
Sedimentation Best Management Practices in order to prevent inadvertant. wetland impacts during
construction. In addition, specifications were included to ensure bare earth 'areas were stabilized
immeditately upon reaching final grades in areaS located adjacent to wetlands and/or areas draining to
receiving water bodies.
Specifically, two silt screens spaced fIVe feet apart with sod in between will be placed along Wetland No.
1. Wetland No. 2 will contain one silt fence along the wetland edge. Areas adjacent to Wetland No.3,
such as the slope west of the culvert, will be covered with Geowebb material and sodded immediately
after construction. In addition, a silt screen will be placed along the lip of the culvert and at the toe of
slope with a second silt screen placed beyond the first, adJacl'lnt to the wetland and the area between the
screens will be sodded. Floating turbidity barriers will be placed in the canal north of the culvert. Areas
adjacent to Wetland Nos. 4 and 5, where the water utility pipe will be placed silt screens will be placed.
After placement of the pipe the area will be sodded immediately and a second silt screen will be placed
below the toe of slope of the limits of the roadway construction.
The project site does not contain preferred' habitat for wetland-dependent endangered or threatened
wildlife species or species of special concern. No wetland-dependent endangered/threatened species or
species of special concern were observed on site, and submitted information indicates that potential use of
the site by such species is minimal. This permit does not relieve the applicant from complying with all
applicable rules and any other agencies' requirements if, in the future, endangered/threatened species or
species of special concern are discovered on the site.
liIJ!~t~i~1l~..f~iltllti'5~M'I~~m"i.W~ii:~:a'i!'fsr~~'ij(j)I'~~.ilHlOOMi1!ii~j~~:t~~1r~'ii?!iJi,~~~)1{t!t~~~V~~~
. :_~_~~ltii..~..~_.._,J~Jz.~,._.,.~~;~.,..,~,,,,~...:'-!~~~.._.,,,m~~~~~tt?_";@~:~..J!~_w~,~~fJ~~~~Ill~~,L~"H;._.._.~Ji>!>J._"__._2'~~~~T{.{,~~:.t:"l..."N~.;_
It is suggested that the permittee retain the services of a Professional Engineer registered in the State of
Florida for periodic observation of construction of the surface water management (SWM) system. This will
facilitate the completion of construction completion certification Form #0881 which is required pursuant to
Section 10 of the Basis of Review for Environmental Resource Permit Applications within the South Florida
Water Management District, and Rule 40E-4361 (2), Florida Administrative Gode (F.A.C.).
Pursuant to Chapter 40E-4 FAG., this permit may not be converted from the construction phase to the
operation phase until certification of the SWM system is submitted to and accepted by this District. Rule
App.no. : 030711~18
Page 3 of 5
EXHIBIT Z. ~
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40E-4.321(7) F.A.C; states that failure to complete construction of the SWM system and obtain operation
phase approval from the District within the permit. duration shall require a new perm it authorization unless a
permit extension is granted.
ForSWM systems permitted with an operating entity who is different from the permittee, it should be noted
that until the permit Is transferred to the operating entity pursuant to Rule 40E:'1.6107, FA.C., the permittee
is liable for compliance with the terms of this permit.
The permittee is advised that the efficiency ota SWM system will normally decrease over time unle$s the
system is periodically maintained. A significant reduction in flow capacity can usually be attributed to partial
blockages of the conveyance system. Once flow capacity is compromised, flooding of the project may
result. Maintenance of the. SWM system is required to protect the. public health, safety and. the natural
resources of the state. Therefore, the permittee must have periOdic inspections of the SWM system
performed to ensure performance for flood protection and water quality purposes. If deficiencies are found,
_ it is the responsibility of the permittee to correct these deficiencies in a timely manner.
EXHIBIT Z. =5
App.no.: 030711-18
Page 4 of 5
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RELATED CONCERNS:
Water Use Permit Status:
A Use Permit for irrigation or dewatering is not needed for for construction of this project.
This permit does not release the permittee from obtaining all necessary Water Use authorization(s) prior
to the Commencement of activities which will require such authorization, including construction dewatei-ing
and irrigation, unless the work qualifies for a No-Notice Short-Term Dewatering permit pursuant to
Chapter 40E-20.302(3) or is exempt pursuant to Section 40E-2.051, FAC.
Historical/Archeological Resources:
The District has received correspondence from the Florida Department of State, Division of Historical
Resources indicatinQ... that archeaological site 8CROO241is located adjacent to the project area; See
Special Condition No. 17.
DCAlCZM Consistency Review:
The District has not received a finding of inconsistency from the Florida Department of Environmental
Protection or other commenting agencies regarding the provisions ot the federal coastal Zone
Management Plan.
Enforcement:
There has been no enforcement activity associated with this application.
STAFF REVIEW:
DIVISION APPROVAL:
DATE:
I fl/tfltJV
4-
Ross T. Morton, P.W.S.
AGEMENT:
DATE:
Ii / /Cl!tk/
{ ,
EXHIBIT z. ~
App.no.: 030711-18
Page 5 of 5
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eCONSTRUCTION POLLUTION PREVENTION PL1NO C
for
.
Pr9ject Nameanc::i .
l.ocatiorl:'Latitude,
. . Loo9,tiJde, or Address)
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. Qwner Name and '
Addre$s: .'.
(Purpose '.
..and '.. Types . o( ..Soil.
,Disturbin Activities)"
Construction in this project will generally consist of site clearing, lake excavation, and construction of roadways, utility
infrastructure, golf course, and multi-use vertical construction.
Scil disturbing activitIes. will include: clearing 3:~~j giubbing, instaliing a stabilized r.onsi~ur;ljon entrance. perimeter berming a;~,j
other erosrQc. ana sedimer',l'cuntrols; grading: excavation for the storm water management fake. storm sewer, utilities, and building
foundations; cOl!struction of curb and gllll~r, road, and parking areas; and prevaration for final planting, soddi.ng, seeding and
mulchin .
Runoff Coefficient:
Site Area:
Sequence of Major .>\ctivlties
The order of dctivit"3S will be as foHo,,'/s:
Installation 01 stabilized consiruction entrance.
1. Partial clearing an.j grubbing .
I. Install perimeter berrn(s) or ::;ill f\'ir~ces with 5t,',Hlb3ie
barrier(s j adjacent '0 wt:t!a,~,i :;,'82.5
'j. COntl~ U~ :!ear:ng ,3(10 gra:jing
Con5r:'L:C~jon s~()nn Vf-'~'.~:~ r'TJ;;Hlsg-:=jn:-;r"::. :~~,;:P':..
Stc:ck;:-.il'~ -=):c~'va~~d sc:~.
9. C':'lTlplete grading. subgrade and tase cowrse construction.
9. Complete final pa'/ing.
9. Complete iand5(;ape g,'adir:g and install permanent seeding
and plantings.
9 Wh.,m air cons!ructi:}r; 3cti'fHY ;3 ':Jn1pl~ta ana the,:!.;'! is
:-~3bd;:z.s-d, : "Sl-rc:...a te"~';~c"~3"i ?::;:'t;l jei!"~s, :3{rih'f ~:;-2!6
t'G:"fiers ar:d tater fenc~;"3 3:~.'j :'e.se:=d any 3i,~a3 d,s~ur~ed b~:
{he~r ie-:no....3~.
ScabILz-S! ~Ienude(! ::i.~?;:; 31~'~! s~'j.:::k;:i',::.:; -.;:::~~-:!, ~ l. : dc-j';:' -:./
ld':;~ cun.st,-Lc(cn ~~~Cli\iji:/ in ih.~if. ~l(32.
Install 'Jh!'tl.;3 .~;()I''''. 3e.,v[.e~ ?::::?..I~~~.:::....-..._._.__._____
l'Jaii.,e of ReCej'/:1~~
',;\h~2r~'
CONTROLS
Eros:cr> and Sediment CC'ntrlJis
Stabrlitation Practices
Temporal'j Stabiliza!ion: Top 5011 SIOck piles and disturbed portions of the site where construction activity temporarily cease for at
least 21 days will be stabilized with temporar{ seed and mulch no later than 14 days from the last const:.uction activit:" in th-3t area.
The seed shall be Bahia, millet. ,Y8, or otj-Ier fast.growii'ggrasses. Pr:or to seeding, fertilizer or a9; :ulturaf Iimestcne snail be
applied to each area !o be ternpor"r:ly stabilized, After seeding. each area shall be mulcht:d with the mulch disked into place.
Areas of the site which will he pa',p,d wi!f be teinpori'lrily stabiJiz9d by applying Iimerock subgrade until bituminous pavement can be
applied,
.~==r:=
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1".
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Permanent Stabilization: Disturbed portions of the site, where construction actIvities permanently cease, shall be stabilized with
sod, seed and mulch, landscaping, andior other equivalent stabilization measure:) (eg., rip-rap, geotextiles) no later than 14 days
after the date of the last construction activity. 'the sod shall typically be Floratam or Bahia sod. Prior to seeding: fertilizer or
agricullurallimestone shall be applied to each area to be temporarily stabilized After seeding, each area shalf be mulched with the
mulch disked into lace.
EXHIBIT q. 0
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:co~nROf..S. (GoglinUed): ....
Structural Practices
Silt Fence I Straw Bale Ban.ier -will be constructed along those areas of the project that border adjacent wetlands. At a minimum
the sill fence and/or straw bale barrier will be placed along all wetland buffers and all Corps cf Engineers jurisdictional wetland
boundaries.
Straw Bale Drop Inlet Sediment FilW - will be placed around all constructed storm drain inlets immediately llpon complelion of
construction and shall remain in-place until the conlributing drainage area is stabilized. Alternatively, grate in~ets can be covered
. with filler fabric material until stabilization.
. .. . . Storm Water Mana ernent
The project will utilize a system of lakes to provide the required water quality trealment and attenuation. Discharges from the water
management system will be regulated by a series of water control structures. These control struchires will be used to maintain water
levels in the detention facilities that !!VilI maintain or restore the hydroperiod in the wetlands and flowways. The water control structures
will also be used to restrict the discharges from the project as described above. Dry pre-treatment will be provided for the golf course
maintenance facilities and commercial parking tot runoff prior to discharge into the lake system
Spreader swales wil! be used at appPJpriote locations to qisper58 fl')'N anc .jis~ipate er;'.:lrgy d iL'lJt]ir ;rHO ,!!,,2tlan,:Js. Spreader sW8ies ,vB!.
also be uS9Q.at appropriate iccations t;J disper~e flows ci3.:::harged from thi:' w3ter rnan;;geme;-'[sys:em into receiving flc.""Waj5.
Spreader swales will be heaVily planted Will) native veget3~ion to l1elp DuHer the transition from the rnanrr;a<.1e lakes to Ule natural
systems
DISCHARGE RATES
<OTHER CONTROLS
Waste Materials:
'.,'
~~~.:~~~1Sma~:~:~ ~~3V~i!~;~~~ ~;~~~;:.~:rE~:::~ :~~;:~ ';;'1 a ;i:':S:':~.:~; F~,~'.{ ;~~:~~:~!~^;' i ~ ,_:~;~,~~ ~:~:. ~~:~.;~~, ;f1~,,~1 ~:~_~.:.~~~~ ;~r ~:i~ t~~-n:;~~:~'e:~
~~~~~';~~:;{ i~~~~N~:~ t~S~a ~';;~ ;):,,;,'c~~ t~;~'~,~:~~,~~ ,;:'~',~~!~':;:~.: ";':~;;'.i~ ~::.; '~:'~'U:~~';~I. ~~:31~i:,-,:,' !j~;~2: c~'~~~.' r),~, };':(~2~C ;;:,~ ,~~~:~~ (~: ~~.G:~'~
t~l}l!.:es St-3t;0g ~hese pi a:~t;cd.~ "-/!; i ~+; ;=-<.::; ;.2::::' ~:-I the ;::C!lS i,";_',:.t:c (; ::.,if!::'E ~ r''g :.!~.r
Hazar:l':'lis ~!.V3E@'
:~.iJ hazardous 11.'3ste r:"):J~8:'J8!J 1,':i: C'F. .ji:~L':J~~-?'~~ ~}f ~~-l :;",8 :.!~-;::i-'~'::- s;:s:::if;e~.~ ::> h::l:.:-l~ n;" S~:..1:'? "~');;;U!::i.::~-... 'r ~';': ~he :T\8nufa::t!Jre;1 Site
pe_t5onnel will 82 in.5trUC~e~~ in t~!e.::ie prJi>ic.-:::3
Sa;:it~;"f,ji\'a.stA
.Ail sapHary \.va.s:~~ V'i!lI ~f: C'I-;Bet:(:.},:j f.'"Oi'?l thE:: f:C'f~2t:i5 ~i.;~~~~ :;:.-:0 :"'k'''~a~ ii,:-::'-',s?.j. Crt! .::i r.~~t rAy:-?-..::, -S-?-.~t2:~/ 'H:;:3~'e :n3f-l~.-..S!'"ih;-r[
c0r.tr3C.t-~;, a s (e':julr~,:! b~:..:.~;.~l:~:>2:~!~tGr~:'-_r___.__~_..___ ____.___.___.______ _.__._ ~.__.__.__ ._.~. _______._____________
Off site
Trackin :
A siabilized construction entrance h8S been provided to help reduce vehicle !r3ck;I'q of sedimerHs .L\::, thBY a~e (;or.~pleled. paved
streets will be swept as nee,jed Ie remove any excess muck, ai'T or ;(.c~ track.ed r,~,m (he site. Du,np tp~cr,3 hauling maleri31 frem
the construction siie will be covered with a tar aulin.
Vehicle
. .
TIMING OF CONTROLS/MEASURES
Installation of hay bait / silt fence barriers (around wetlands) and stabilized construction entrance will be constructedpr;or to
extensive clearing or grading of any other portions of the site. Areas where consln.:ction activity temporarily ceases for more than 21
days will be stabilized with a temporary seed and mulch within 14 days of the la3t disturbance. Once construction activity ceases
permanently in an area, that area will be stabilized with permanent sod. seed and mulch, landscaping, and/or other equivalent
stabilization measures (e.g., rip-rap, geotextiles). After the entire site is stabIlized, the silt fence / straw bale barriers can be
removed.
CERTIFICATION OF COMPLIANCE; WITH FEDERAL, STATE; ANDLQCAL REGULATIONS
The storm water pollution prevention plan reflects the United States Environmental Protection Agency ar:d the SlJuth Florida Water
Management District (SFWWD) requirements for storm water management and erosion and sediment control. as established in the
Chapter 40E-4 FAG and Chap!er 373 FS.
EXHIBIT 1i.1
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MAINTE~~~9EtlNSPEOtlqFY PR09EDU~ES. .!
. ..
Erosion and Sediment Control Ins ection and Maintenance Practices.
These.are the inspection and maIntenance practices that will be used to maintain erosion arid sediment controls.
· All control measures will be inspected at least once each week and following any storm event of 0.5 inchS? or greater.
· All measures will be maintained in gl.lOd working order; ii a repair is necessary, it shall be corrected as soon as POSsible, but in
no case late( than 7 days after the inspection. .
· Built up sediment will be removed from silt fellce when it has ,'eached one-half the height of the fence.
",:.. :
· . Silt fence will be inspected for depth of sediment. tears, to see if 1he fabric is securely attached to t~e fence posts, and to .see
lhalthe fence posts are firmly in the ground.
· Temporary seeding ;:lnd permanent sodding and planting wilf be inspected for bare spots, WaShOlJts, and healthy grow1h.
· A maintenance inspection report will be made after each inspection. A wpy of It-Ie repcrt form te be completed by the inspector
is attached.
· The Owner will appoint one indlvi.::li;;:,1 who will be r8spOlisible fOr inspection." mainten.~nce and repair activities, and 'or
completing the inspection and maintenance reports.
· Personnalselected fix inspection 311d maintenance re)sponsibiliiies Will receive trainir.g from the site sLiperintendent. They wiil
be trained in all the inspection 8n...i maintenance practice!; necessary for keepmg tne erosion and sediment centrols used onslte
in oed work in order. .
Non-Storrrl Water Discharge
It is expected thai the following. non.storm Wa!Br lii~c.haiges will seGur fiOm Ihe site during 1tle conSl.uctiun periOd:
. \i''iater from water line flushings,
Pavement wash waters (whe:1 no sDi"s Q. leaks of IOl<IC ('I hazardOUS materials have Gccurred).
· Uncontaminated ]rCiund'l\!ater (fiom dewa1enr'9 '~;<'':3va'~'On)
· An non-stOLT, 'N3!er jis::~'~)r':F'5 '..l....iii c= dl.'ect,:;o tc~ the s~r:r:T' "IV:l~e( mand smert f3:f:i"t::; :":::fo: ~'J discha,,'''e.
. .
. iNVENTORY FOR POLLUTION PREVENTION PL,A.N
- r __"'8
1l.AllD.'~~i: f"--'l
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The materials .Ji sdbstances fisted bEI.-:i.....,. ::''''i7": -:::.~pe;:t~:~d tc 0'.3 1:::':3S.:;~t ,::nsiit dunng con.structj':J<:.
'. Cancra/a
Detergent5
.. Paints (ename;. and ,atex)
. Metai Studs
Asphalt
.. Fertilizers
Pe~:-oJleur:; 332scl Pr".:.:..j:,;':is
~ Cleaning SCi\4"S.'i'3
V'/GGd
~iiaSOilr'f Biock-
.
EXHIBIT
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_ Material Manaement Practices
The following are the materials management practices that will be used to reduce the risl( of spills or other accidental exposure of
materials and substances to storm water runoff. .
Good Hovsekeein :'. - ,
'The following good housekeeping practices will be followed ansae during ,the construction project:
. An effort will be made to slore only enough product required to do the job.
. All materials stored onsite vlJifl be stored in a neat. orderly manner in their appropriate containers. and if possible. under a roof
or other enclosure.
. Products will be kept in their original containers with the original manufacturer's label.
. Substances will not be mixed with one another unless recommended by the manufacturer.
Whenever pcssible, all of a product will be used up before disposing of the contain~r
Manufacturers' recommendations far proper use and disposal will bl:! followed
The site su erintendent Will inspect to ensure oroper use 311{J disposal of mateiials oosite.
Hazardous Products:
These practices are use.j to reduce ihe risks associated with hazardous materiafs:
Products will be kepI in original containers unless they are not resealable.
. Original labels and materiai safety data will be retained; they c~)ntair: important product information.
If surplus product must be ,Jisposed of, manGfacturers or local and State recommended mathods for proper disposal will be
followed_
Product S ecific Practices
The following prodrJce specific piact:ces w!1I De fc.I10wed Consite:
Petroleum PrQducts !
,
.~.il cnsite ,/ehi(;Ies ~NiII 06 r:iO,'i:!Jf:;d ,(;( 1€3~S 3j-ld ;"eC2:!-"t re-j-JI:-ti" p;'?'~:an~i\/e m::.intena:-!C2 tf) r2<1UC:7r!-:e c;rar,.:e of i-sgka:?e.
PetroieLJm prGducts ""Viii :.~ st.:~lI'e-:! in {!9t:tiy' se2is::ci c":lIHa;i.:ers >"'i(!ch -.::..'iH oe cJeariy !at,e'i:"G. il(;y dspna!t ~~~b3rar:ce3 t;sed onSlte ','.;iil
be appiied in accordanc.e .~\,jti1 U-!e '-nar.uf.:Jc~Ute(-s recomlne1i:~3t;ons 3:1,] ~~~8.nddrd constrlJct!on ;~r-3C~;~r:5
--r------------.-.---.-------- -
F ertHizers: - _ __.i
Fe:ii~izers ~"i:l! D8 appH9d O:l!y- in ths ~ninir~"'\un-; -:3:T1CUn;~:; :ecC'r:!!T~8rL::ec by tr~e n~an:Aa('tli;3r. Or:(.~ app!isd_. f~!1rl;ZI:;I' thHI be "NC(~~(l
~nto the .s.:;jj ti) ii:nrl ~:(POSU(~ ~o '~; ::.-;n.i '/i:.-iter. ~;t.iJi~y..J -..,...,;!!i ce ~~: --? c-:':~'.''3(~d ShE'd Thf. :~,:;;~t.-=nt"5 2'r cF-i:1 paf1:L~;~'/ US-5C1 bags cf fe.r._ii;Z2;.
wili be t,a;~sf2rre,j to a 36aia;:,iG ,:.:3sti'~ tj,: tD a"0.d 5..)li~.:...___________.
Paints:
All containers will be tightly s~aied iJ'ld Sl:Jr2,j w~cn nct ,[qrJired fC;, use. E:~c:e3s paint will not be discharged to the siorm 52,,'O)r
system but wili be properly disposed of according to manuiaclurers' Instructions and/or state and local regulations_
EXHIBIT
Lit;
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. . . . :. S ill Control Practices' . ;
In addition to the good housekeeping and material management practices discussed in the previous sections of this plan. the
following practices will be followed for spill prevention and cleanup.
· Manufacturers' recommended methods for spill cleanup win be clearly posted and site personnel will be made aware of the
procedures and the location of the information and cleanup supplies.
· Materials and equipment necessary for spill cleanup will be kept in the material storage area ansite. Equipment and
materials will inClude-but not be limited lo-.rags. gloves. goggles, kitty litter, sand. and plastic and melal trash containers
specifically for Ihis purpose,
· All spills will be cleaned up as soon as possible after discovery.
The spill area wHl be kept welf ventilated and personnel will wear appropriate protective clothing to prevent irjury from contact
with a hazardOlIS substance. . .
· Spills of-toxic or hcazafoious inaleriClI will be reported 10 the appropriate state or loca! government agency. regaral.es5 of the
size.
The spill prevention plan will be adjusted to include measures to prevent thislype of spill from reoccurring and how to'-;;Iean
up the spill if thera is another one. A description cf the spill. what caused :t, and the cleanup measures will alse b!; incfude,j.
The Contractor's site superintendent will be responsible for the day-to-day site operation.;; and will be the spill prevenlion and
Cleanup coord/dator. He will designate at leas! two other sile personnel who WIll receive spill prevention and cleanup training.
These individuals will each become responsible for a particular phase of prevention and cleanup The names of responsible
spill personnel will be posted in the material storage area and in the office frailer onsile
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I certify under penalty of law that thiS document and all attaChments were prepared under my direction or supervision in accordance
with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my'
inquiry Of the person or persons who manage tt.'le system, or those persons directly responsible for gathering the information. the
,information submitted is. to the best of my I<.now~l:Ie and belief. true. accurate. and complete. I am aware that ,there are significant
penalties for submitting false information, including the possibility of fine and imprisonment for knowing, violations. '
I
. Signed:
Print Name:
Title:
Date:
,:<':;.::,<::ONjRA(j'rbfr~pE~t'flCJ\rlbN .,'(,,' ."
I certify under penalty of law that I understand Ihe terms and conditions of the generaf National Ppllutant Discharge Eiimination
System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from ille construction site
identified as art of lhis certification,
S; oal"e ==r=
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RespOnSible fer'
.----------.----------
Da!2:
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Dale:
EXHIBIT 4.S
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CONSTRUCTION POLLUTION PREVENTION PLAN
for
'nspectionAnd Maintenance Report Form
(To be completed every 7 days and within 24 hours of a rainfall event of O. 5 inches or more)
INSPECTOR:
INSPECTOR'S QUAL/FICA nONS:
DATE;
Days since last rainfall:
Amount of fast rainfall '
inches
, .
ST AS'L1ZA nON MEAS{JRES
Area
Date Since Date of Next
Last Disturbed Disturbance
Stabiliied?
(ves I no)
Stabilized
With
Condition
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Stabilized required:
To be performed by
or. or befcre:
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EXHJBIT Lt. l,
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CONSTRUCTION POLLUTION PREVENTION PLAJ C
for
.
Inspection And Maintenance Report Form'
Structural Controls
'\
DATE:
I From To Is Silt Fence I Straw Is there evidence of I
Bale Barrier in place? washout or over-toppinQ?
- --
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SILT FENCE I STRAW BALE BARRIER
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~/laintenance required for silt fence I straw bale barrier:
To be perforrned by
on or bei:X2
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EXHIBIT LL ?
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CONSTRUCTION POLLUTION PREVENTION PLAN
for
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Inspection And Maintenance Report Form
Structural Controls
DATE:
FiOm To Is berm stabilized ? Is there evidence of
washout or over-toPPino?
'.
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EARTHEN PERIMETER BERM
Maintenance required for perimeter berm:
To be performed by
on or before:
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CONSTRUCTION POLLUTION P~EVENTION PLAN
for
Inspection And' Maintenance Report Form
CHANGES REQUIRED TO THE POllUTION PREVENTION PLAN:
~_______R_____'____'__"_'____" -------~#_-..-----.-------
REASONS FOR CHANGES:
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I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gathered
and evaluated the information submitted. Based on my inquiry of the person or persons who manage the
system, or those persons directly responsible for gathering the information. the information submitted is, to
, the best of my knowledge and belief, true, accurate, and compleie. I am aware that there are significant
penalties fbr submitting false information, including the possibility of tine and imprisonment for knowing
violations,
Signature
Date
EXHIBIT Lt."
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URBAN STORMWATER MANAGEMENT PROGRAM
1.0 Introduction
This document provides details of the Urban Stormwater Management Program for the (Project
Name) in <'ocation). This Plan discusses non-structural controls, intended ,to improve the qualify
of stormwater runoff by reducing the generation and accumulation of potential stormwaterrunoff
contaminants at or near the respective sources for each constituent. along with significant
structural components of, the primary stormwater treatment system. Although many of the
methodologies and procedures outlined in this document are general Best Management
Practices (BMP's) which can be useful in attenuating pollutants in many types of urbanized
settings, the implementation of these practices has been optimized, to the maximum extent ,.,
possible, to reflect the unique character of the (project name) and the surrounding hydrologic
features.
,
Pollution prevention guidelines are provided for the areas of (I) nutrient and pesticide
management; (2) street sweeping; (3) solid waste management; (4) operation and maintenance
of the stormwater management and treatment system; (5) routine water quality testing; and (6)
construction activities. A discussion,of each of these activities is given in the following sections,
2.0 Nutrient and Pesticide ManaQement
Nutrient and pesticide management consists of a series of practices designed to manage the
use of fertilizers and pesticides so as to minimize loss cf these ccmpounds into storrnwater
runoff 8:1d the ;85uHin;J...v.3tet quality impac.ts en i::ldj3cent ~vaterboC!jes implementation of a
management plan 'l/iii eis~ maxi:11ize the effective:;ess of the nutrients and pe,sticides that are
applied
Each homeowner must cornmit themselves 10 the piact:ce of responsible 3nd careful landscape
design and maintenaiice of ea.;:;h iot to prevent contamination Gf surface ""3ters, The guidelines
inctuded in ihis section are intencJed Ie heip homeowners make educated environmental choices
regarding the maintenance of individual yards within thIS community, Th<:>se maintenance and
management guidelines are meant to prCTlote an atlractiv2 neighbcrhood that pr63er/8S the
health of adjacent watervvays and environmental features.
2,1 General Requirements
A landscape plan must be developed for each residence. The plan must be comprehensive in
nature and follow the landscape design guidelines established by the Homeowners Association
and must promote revegetation of each lot as quickly as possible.
Commercial applicators of chemical lawn products mU'3t register with the Homeowners
Association annually and provide a copy of their current C'ccupationallicense, proof of business
liability insurance. and proof of compliance with applicable education and licensing
requirements. Individual employees working under the direction of a licensed commercial
applicator are exempt from the educational requirements.
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Only registered commercial applicators and individual lot owners are permitted to apply
chemicals within the property on a private lot. All chemical products must be used in
accordance with the manufacturer's recommendations. The application of any chemical product
within five (5) feet of any surface water including but not limited to ponds, lakes, drainage
ditches or canals, is prohibited. The use of any chemical product in a manner that will allow
airborne or waterborne entry of such products into surface water is' prohibited. This rule shall
not apply to the use of chemical agents. by certified lake management specialists, for the control
of algae and vegetation within the stormwater lakes or ponds.
2.2 Nutrient Management ProQram
Management and application of nutrients and fertilizers in the (Project Name) will adhere to the
following guidelines: .
A. All fertilizers shall be stored in a dry' storage area protected from rainfall and ponding.
B. No fertilizer containing in excess of 2% phosphate/phosphorus (PZ05) per
guaranleed analysis label las defined by Chapter 576, Florida Statutes) shall be
applied to turf grass unless justified by a soil test.
C. Fertilizer containing in excess of 2% phosphate/phosphorus (P205) per guaranteed
analysis label shall not b:e applied within Sfaat of the edge of ~vater or within 5 feet of
a drainage facility.
D, All fertilizer shall be applied such that spreading of fertilizer on aii impervious
surfaces is minimized.
E Liquid fertilizers containing in excess of 2% phosphateJph:Jsphorus (P20S) per
guaranteed analysis label shail not be applied thorough an irrigation system within 10
feet of the edge of water l}f within 10 feet of a drainage facility
F, UquicJ feltilizers containing in excess of 2% phosphat2Jphospho(U5 (P20S.l per
gu?r.::\nteed analysis [a be! shaH not be,: applie,j through high or me.jium mist
c,pplicatiDiI Of directed spray applicai:on \vithin 10 feet or the edge of water or within
1 G feet of a drainage facility,
2.3 Pest ManaRementProQraJ1}
Proper m;3intenance of plants and tuli areas wlli minimize the ability of pests io successfuUy
attack landscaping, Several general guidelines follow:
A. Apply fertilizer and water only when needed and in moderate amounts. Excessive
amounts of either can cause rapid growth that is attractive to insects and disease.
S, Mow S1. Augustine grass to a height of 3-4 inches. If cut shorter, the plants may
become stressed and more vulnerable to pest infestation, Each mowing should
remove no more than one-third of the leaf blade, and those cuttings should remain
on the lawn to decompose,
C. It is recommended that pesticides. fungicides, and herbicides be used only in
response to a specific problem and in the manler and amount recommended by the
manufacturer to address the specific problem. Broad application of pesticides,
fungicides and herbicides as a preventative measure is strongly discouraged.
EXHIBIT
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The use Of pesticides, fungicides, or herbicides is limited to products that meet the following
criteria: ,
A. Must be consistent with the USDA-NRCS Soil Rating for Selecting Pesticides
B. Must have the minimum potential for leaching into groundwater or loss from runoff
C. Products must be EPA-approved '
D. The half-life of products used shall not exceed seventy (70) days
3.0 Street Sweepf""
This practice involves sweeping and vacuuming the primary streets to remove dry weather
accumulation of pollutants, especially particulate matter, before wash-off of these pollutants can
occur during a storm event. This practice reduces the potential for pollution irnpactson
receiving waterbodies by removing particulate matter and associated chemical constituents.
Although street cleaning operations are frequently conducted primarily for aesthetic purposes,
the primary objective of the street sweeping program for the (Project Name) is to improve the,
quality of stormwater runoff generated from impervious traffic areas. Street sweeping activities
can be particularly effective during periods of high leaf fall by removing solid leaf material and
the associated nutrient loadings from roadside areas where they courd easily become
transported within stormwater flow.;
Street sweeping operations will be performed in the (Project Name) at a minimum frequency of
one event ever! other month. A licensed vendor using a vacuum~type sweeping device will
perform all street sweeping activities. Sweeping activities during each event will include al/
primary' street surfaces. (lJspo:3al of t~e collected solid residwal v"ilJ be the ,esponsibiHty of the
street sweeping vendor
4.0 Solid Waste Managemen!
In general, solie! \NC1steman.?gerr!l3il( ;nvoives issues related to the iTianagement and handilng of
urban refu'3e, litter and feaves Hlet 'Nill minirniz'? the impa.:::t of th!?se constituents as wstet
pollutants.
N!3intenar;:.:;e of adequate sanitary Lxi/Hies for ternporariiy storing refuse on private premises
prior to collection is considered the responsibility of the individual homeowner. local
requirements for refuse collection will be brought to the attention of every homeowner at closing
for trle sale of the property, Information will be distributed as necessary stating specifications
for containers. separation of waste by type, where to place containers prior to collection, and
established collection schedules,
Fallen tree leaves and other vegetation, along with grass clippings, may become direct water
pollutants when they are allowed to accumulate in swales and street guttefs, All homeowners
will 'receive periodic educational materials that address proper disposal of leaves and other
vegetation to minimize water quality impacts.
EXHIBIT
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5.0 Stormwater Manaaement and Treatment System
The stormwater management system for the (Project Name) is designed to maxImIze the
attenuation of storm water generated pollutants prior to discharge to the off-site wetland
systems. Opera!ional details and maintenance requirements of the various system components
are given in the following sections.
5.1 Wet Detention Lakes and Lake Interconnect Pipes
The basic element of the stormwater management system consists of a series of interconnected
wet detention ponds that provide stormwater treatment through a variety of physical, biological,
and chemical processes. A wet detention pond acts similar to a natural lake by temporarily
detaining stormwater runoff, allowing opportunities for treatment processes to occur, prior to
slow controlled discharge of the treated water through the outfall structure. Pollutant removal
processes in wet detention systems occur during the quiescent period between storm events.
Significant removal processes include gravity settling of particulate matter; biological uptake of
nutrients and other ions by aquatic plants. algae and microorganisms; along with natural,
chemical flocculation and complexation processes-
Maintenance of the wet detention ponds will consist of an annual inspection. During each
annuai inspection, the following iterhs will be reviewed :md coriected 3S necessary':
A. Inspect the outfall structure and orifices to ensure free-flowing conditions and overal!
engineering stability of the outfall system.
B. Review the banks of the lakes and canals to ensure prc/per S;?8 slope stabilizat;on
8nd Inspect for siqns d excessl,/f; seep3'Je that I-nay ir1ck::;;:~lB ",(eas of a:'J:essiv8
groundwater flovy and possible subsUliace channeling
C Pilysically evaluate each of the lakes a:ic!car;als for eviclerice d::=;,'<.cess;'ie ssdiinent
3ccumulation or erosion, :
D. iflspect the planted aquatic ',;,egetatic.n in the littoral zone Ie er!sure H'lat the desired
'/egetation species. percent cO'ierage, and densi:J' are maintame.j
}\t the cC1mpletkHl d the inspections a 'Nritter. inspection report will be prepared, listif';] an:
defjciencies that need to 6e add,'essed cfcorrected bj trl8 Horneowne:5 .A.s;;oClation.
5.2 Stormwater Inlets, Pipes and Culverts
The grates should be unobstructed and the bottom, inside the inlet, should be clean. Check for
any accumulation of sediment, trash such as garbage bags, or debris in the culverts connecting
these inlets. Flushing out with a high-pressure hose may dean some sediment. Any noted
blockage (due to a possible obstruction, or broken pipe, etc.) should prompt further
investigation- Crushed or corroded culverts should be replaced with new ones of the same size.
EXHIBIT
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5.3 Swales and GrassedWater storaaeAreas
These provide for conveyance and/of above-ground (or sUrface) storage of stormwater. With
age, these areas usually fill in with vegetation and sediment. Swales may need to be regraded
and/or revegetated. It is a good idea to compare the existing slope and dimensions of the swale
with the permitted design plans prior to the removal of excess sediment or regrading. Areas
that show erosion should be stabilized with appropriate material such as sod, planting, rock,
sand bags, or other synthetic geotextile material.
Regular mowing of grass swales is essential. These areas also improve water quality by
catching sediment and assimilating nutrients, and recharge the underground water table.
Remove any undesirable exotic vegetation. Culverts underneath driveWays should be checked
for blockage, and, if necessary, flushed with a high-pressure hose. After a storm, swales may
remain wet for an extended period of time. This is normal and the water will recede gradually.
'"
5.4 Ditches or Canals
Fill material, yard waste, clippings and vegetation, sediment, trash, appliances. garbage bags.
shopping carts, tires, cars, etc. sho\Jld be completely removed. Also check to make sure there
are no dead trees or any type of obstructions which could block the drainage flow way,
Maintenance cleaning/excavation must be limited to the same depth, width and side slope as
approved in the current permit. Making a ditch deeper or wider may tiigger a need for a permit
modification Provisions must also be made to prevent any, downstream silting or turbidity
(Contact lhe SF'AJMO Rsscurco Compliance staff jf you are unsure or neee! cisdficet;on.j Be
sure tc dispose of 2/1 removed material properly so it won't affect any other water storage or
cJnveyance system, environmentai area, or another of_Viler's propel!::'.
5,5 Outfall Structure {also calfed the Discharged Control Structure or Weir}
The outfali structure should be routinely inspected to determine if any obstructions are present
or repairs are needed. Tra::3h or \,legetation impeding water flow through the structure should be
removed. The structure should have a "baffle" or trash collector to prevent flow blockage and
also hold back any floating oils from moving downstream. Elevations and dimensions should be
verified annuaHy with all current permit informaiion. Periodic inspections should then be
regularly conducted to make sure these 3tructures maintain the proper water levels and the
ability to discharge.
5.6 Earthen Embankments (Dikes and Berms)
Check for proper elevations, width and stabilization. Worn down berms - especially if used by
all-terrain vehicles or equestrian traffic - and rainfall - created washouts should be immediately
repaired, compacted and re-vegetated.
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6.0 Water Qualitv Testing
To ensure proper operation of the overall treatment system, monitoring will be performed at one
outfall (SW-1) from the (Project Name) if there is a flow over the weirs. According to the
proposed Water Quality Monitoring Plan, monitoring may occur 3 times a year, once during the
dry season (February/March) and twice during the wet season (AugusUSeptember). A manual
grab sample will be collected at the SW -1 outfall location and analyzed for various constituents
and parameters as described in the Surface Water Quality Monitoring Plan. Trained and
certified personnel will perform sample collection and laboratory analysis. The results of the
laboratory analyses will be submitted to South Florida Water Management District as part of an
annual water quality monitoring report by December 31 of each year. I,
7 :0 Construction Activities
A Stormwi3ter Pollution Prevention Plan (SWPPP) has been prepared for construction activities
to minimize activities contamination that may be caused by erosion and sedimentation during
the construction process. The plan includes provisions related to soil stabilization, structural '
erosion controls, waste collection disposal, offsite vehicle tracking, spill prevention and
maintenance and inspection procedures. A copy of the SWPPP is attached hereto and made a
part of hereof.
EXHIBIT ~.t.:
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STAFF REPORT DISTRIBUTION LIST . 1). l?moiiL;i
RECEIVED 0
NOV 2 2 2D04 1 C
HOLE MONTES, INCe
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21100. Dip7 - I SQ:;'
IMMOKAI,.EE ROAD WIDENING FROM US41 TO 1-75
Appllcatfon No: 030711-18
Pe,.inlt No: 11"-00861-S
INTERNAL DISTRIBUTION
X Jewelene S. Harris - 7420
X Pierre Fortunat - 7420
X William Foley, P.E. - 7420
X C. Tears - 7440
X ERC Engineering - 7420
X ERe Environmental - 7420
X Fort Myers Backup File -7420
X M. Soto-4240
X Permit File
EXTERNAL DISTRIBUTION
X Permittee - Collier County
~,t!~:'f.~I'It~~i.*,:<""'
X Applicant - Collier County Transporta.!i.on Engineering
And Cons - '
GOVERNMENT AGENCIES
X Collier County - Agricultural Agent
X Collier County Engineer Engineer.ing Review Services
X Div of Recreation and Park - Distrfet 8- FDEP
X FDEP
X Florida Fish & Wildlife Conservation Commission -
Imperiled Species Mgmt Section
OTHER INTERESTED PARTIES
X Audubon of Florida - Charles Lee
X :Florida Wildlife Federation - Nancy Anne Payton
X Leonore Reich
X S.W.F.R.P.C. Marisa Morr
X Water Management Institute - Michael N. Vanatta
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STAFF REPORT DISTRIBUTION LIST
ADDRESSES
Hole Montes Inc
6202-F Prsidential Court
Fort MyersFL33919
Collier County
Collier County Government Complex
3301 East Tamiami Trail
Naples FL 34112
Collier County - Agricultural Agent
3301 Tamiami Trail East
Po Box 413044
Naples FL 34101-3044
Divof Recreation and Park - District 8 - FDEP
1843 South Tamiami Trail
Osprey FL 34229
Florida Fish & Wildlife Conservation Commission -
Imperiled Species Mgmt Section
620 South Meridian Street
Tallahassee FL 32399-6000
Audubon of Florida - Charles Lee
1101 Audubon Way
Maitland FL 32751
Leonore Reich
713 Reef Point Circle
Naples FL 33963
Water Management Institute - Michael N. Vanatta
Po Box 6446
Vero Beach FL 32961
Application No: 030711-18
loe
.
Collier County Transportation Engineering And Cons
2675 South Horseshoe Drive Suite 401
Naples FL 34101
Collier County Engineer Engineering Review Services
3301 Tamiami Trail
Naples FL 34112
FDEP
2295 Victoria Avenue
Fort Myers FL 33901
Florida Wildlife Federation - Nancy Anne Payton
2590 Golden Gate Parkway
Suite 109
Naples FL 34105
S.W.F.R.P.C. Marisa Morr
4980 Bayline Drive
Nort Fort Myers FL 33917
Page 20f2
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ISSUED FOR BIDDING 1-10-05
.
IMMOKALEE ROAD - U.S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO. 05-3788
EXHIBIT K-2
u.s. ARMY CORPS OF ENGINEERS - Nationwide Permit
1-10-05
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DEPARTMENT OF THE ARMY
JACKSONVIU..E DISTRlCf CORPS OF ENGJNl:ERS
FORT MYERS REGULATORY orna
1520 ROYAL PALM SQUARE BOULEV ARB, SUITE 311
FORT MYERS, FLORIDA >>'19
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OCT 0 7 2004
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Regulatory Division
South Permits BranchlWest Permits Section
Fort Myers Regulatory Office
SAJ-2004-9403 (NW-TWM)
Mr. Gregg Strakaluse
Collier County Transportation Engineering &
Construction Management Department'
2675 South Horseshoe Drive, Suite 401
Naples, FL 34104
OCT 2 0 2004
HOLE MONTES, 'Ne.
Dear Mr. Strakaluse:
This is in reference to your request for a Department of the Army (DA)
permit. The proposed work is identified in our database as the "Immokalee Road
6-Lane from U.S. 41 to 1-75," and has been assigned number SAJ-2004-9403
(NW-TWM). The proposed project is located at Immokalee Road in Sections 22,
23, 24, 25, 26, &27, Township 48 South, Range 25 East, Sections 19 & 30,
Township 48 South, Range 26 East, Naples, Collier County, Florida.
Your proposed project is to widen the existing Immokalee Road from U.S.
41 to 1-75 and calls for the removal and replacement of culverts and the Cypress
Way Bridge. The total impacts to the Cocohatchee Canal proposed are 9,050
square feet. No wetland impacts are proposed.
A review of the information and drawings provided shows that this project
is authorized by Nationwide Permit (NWP) 14 - Linear Transportation Proiects.
This NWP verification is valid until October 7. 2006.
You are required to comply with the specific terms and conditions included
in this verification letter. Additionally, the following web page provides the
General Conditions associated with the use of this verification:
http://www.saj.usace.army.millpermiUpermitting/nwp.htm. The internet address
shown is case-sensitive and must be entered exactly as shown.
The Self-Certification process identified in the General Conditions must be
acco~plished to maintain compliance with the issued verification. If you are
unable to access the internet site provided, you must notify the assigned project
manager, Tunis McElwain, by telephone at 239-334-1975 x 31 to obtain a copy
SAJ-2004-9403 (N~)
Immokalee Road
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of any conditions, limitations, or expiration date information for the authorization
provided by this correspondence.
A separate'DA permit is not required providing the work is'done in
accordance with: ,
1. The site plan drawings attached;
2. The terms and conditions (as stipulated on the website referenced above)
of the NW-39 permit are complied with.
If you do not complete construction of your project within the appropriate
time limit, a separate application or re-verification will be required.
Thank you for your cooperation with our Regulatory Program. If you have
any questions regarding this verification or the Corps of Engineers Regulatory
. Program, please contact Mr. Tunis McElwain at the letterhead address, by
telephone at 239-334-1975 x 31, or by electronic mail at
Tunis. W.McElwain@SAJ02.usace.armv.mil.
Sincerely,
~' ~6 Fl
t- Cries A. S e
C iar, West = Section
Enclosure: Site Plans
COpy provided to:
Reading File
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ISSUED FOR BlDDll Q-~
.
IMMOKALEE ROAD - U.S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO, 05-3788
EXHIBIT K-3
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION - A General Permit for
Construction of an Extension to a Public Drinking Water System.
1-10-05
IOC
.
Department of
Environmental Protection
"'....~-~~...~..-- ............... -- -"'< ...~-.,.-,,-_......._-.._- ~_.....
- -~~-_....._--",-~....,-, _..........~-'" ......-..... ......,..-.....,......................
Jeb Bush
Governor
South District
P.O. Box 2549
Fort Myers, Florida 33902-2549
Ph. (239) 332-6975
Fax (239) 332-6969
Colleen M. Castille
Secretary
November 29,2004
SENT VIA ELECTRONIC MAIL
Roy B. Anderson, P .E.
Public Utilities Engineering Director
Collier County
County Government Center
3301 E. Tamiami Trail, Bldg. H
Naples, FL 34112
Roy Anderson@colliergov.net
Re: Collier County - PW
Immokalee Road Utility Improvements
(Collier County Regional WTP)
240316-001- DSGP
Southwest Coast EMA
Dear Mr. Anderson:
This letter is to advise you that the Department has received your notice of intent to use a general permit
as_provided in Rule 62-555, Florida Administrative Code (F.A.C.) to constrl.lct an extension to a public
water supply distribution system and does not object to your use of such general permit.
This authorization does not relieve you from the necessity of obtaining any and all other permits
necessary. Specifically, this authorization does not constitute approval for work within wetland areas or
alteration of mangroves subject to Chapters 373 and 403, F .S.
Please be advised that you are required to abide by all conditions in Rules 62-4.510 through 62-4.540,
F.A.C., the general requirements for general permits, and Rule 62-555.540, F.A.C. This general permit
will expire November 29, 2009. If the project has been started but is not complete by that time, a new
permit must be obtained before the expiration date to continue work on the project per F.A.C. Rule 62-
4.030.
Sincerely,
AAlT AJ/cfh
,..-
#:/:: "
l.
Abdul . Ahmacii,PIi:D., P.E.
Water Facilities Adtrtirifstrator
. -Oil: .l\l~ '
Copy furnished to:
Michael R. Clough, P.E. mikeclough@holemontes.com
"More Protection, Less Process"
IOC
.
ISSUED FOR BIDDING 1-10-05
IMMOKALEE ROAD- U.S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO. 05-3788
EXHIBIT K-4
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION - A Permit to Construct
Domestic Wastewater Collection/Transmission Systems.
1-10-05
loe
.
Department of
Environmental Protection
Jeb Bush
Governor
South District
P.O. Box 2549
Fort Myers, Florida 33902-2549
Colleen M. Castille
Secretary
VIA ELECTRONIC MAIL
In the Matter of an
Application for Permit by:
Permittee:
Roy B. Anderson, P.E.
Collier County Public Utilities Engineering Director
County Government Center
3301 East Tamiami Trail, Bldg. H
Naples, FL 34112
royanderson(@,colliergov.net
Permit Number: 50581-412-DWC
Issued: December 20, 2004
Expires: December 19,2009
Project: Immokalee Road Utility Improvements
Connected to: North Collier Regional WRF
County: Collier
NOTICE OF PERMIT ISSUANCE
Enclosed is Permit Number 50581-412-DWC to construct a sewage collection/transmission system pursuant to
Chapter 403, Florida Statutes (FS) and Florida Administrative Code (F.A.C.) Rules 62-4 and 62-604.
The Department's proposed agency action shall become final unless a timely petition.for an administrative hearing
isfiled under Sections 120.569 and 120.57, Florida Statutes, within 14 days of receipt ofnQtice. The procedures for
petitioning for a hearing are set forth below.
Aperson whose substantial interests are affected by the Department's proposed permitting decision may petition for
an administrative proceeding (hearing) under Sections 120.569 and 120.57, Florida Statutes. The petition must
contain the information set forth below and must be filed (received by the clerk) in the Office of General Counsel of
the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000.
Petitions by the applicant or any of the persons listed below must be filed within 14 days of receipt of this written
notice. Petitions filed by any persons other than those entitled to written notice under Section 120.60(3), Florida
Statutes, must be filed within 14 days of publication of the notice or within 14 days of receipt of the written notice,
whichever occurs first. Under Section 120.60(3), Florida Statutes, however, any person who has asked the
Department for notice of agency action may file a petition within 14 days of receipt of such notice, regardless of the
date of publication.
The petitioner shall mail a copy of the petition to the applicant at the address indicated above at the time of filing.
The failure of any person to file a petition within 14 days of receipt of notice shall constitute a waiver of that
person's right to request an administrative determination (hearing) under Sections 120.569 and 120.57, Florida
Statutes. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of
the presiding officer upon the filing of a motion in compliance with Rule 28-106.205; Florida Administrative Code.
A petition that disputes the material facts on which the Department's action is based must contain the following
information: ...,.: 'II
i;"
(a) The name, address, and telephone number of each petitioner; the name, address, and telephone number of
the petitioner's representative, if any; the Department permit identification number and the county in
which the subject matter or activity is located;
Page 1 of3
IOC
.
PERMITTEE Collier County Public Utilities
PERMIT NUMBER: 50581-412-DWC
(b) A statement of how and when each petitioner received notice of the Department action;
(c) A statement of how each petitioner's substantial interests is affected by the Department action;
(d) A statement of all disputed issues of material fact. If there are none, the petition must so
indicate;
( e) A statement of facts that the petitioner contends warrant reversal or modification of the Department
action;
(f) A concise statement of the ultimate facts alleged, as well as the rules and statutes which entitle the
petitioner to relief; and
(g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wants the
Department to take.
Because the administrative hearing process is designed to formulate final agency action, the filing of a petition
means that the Department's final action may be different from the position taken by it in this notice. Persons
whose substantial interests will be affected by any such final decision ofthe Department have the right to petition to
become a party to the proceeding, in accordance with the requirements set forth above,
Mediation under Section 120.573, Florida Statutes, is not available for this proceeding.
This permit action is final and effective on the date filed with the clerk ofthe Department unless a petition is filed in
accordance with the above. Upon the timely filing of a petition this permit will not be effective until further order of
the Department.
Any party to the permit has the right to seek judicial review of the permit action under Section 120.68, Florida
Statutes, by the filing of a notice of appeal under Rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with
the clerk of the Department in the Office of General Counsel, Mail Station 35, 3900 Commonwealth Boulevard,
Tallahassee, Florida, 32399-3000; and by filing a copy of the notice of appeal accompanied by the applicable filing
fees with the appropriate district court of appeal. The notice of appeal must be filed within 30 days from the date
when this permit action is filed with the clerk of the Department.
Executed in Fort Myers, Florida.
STATE OF FLORIDA DEPARTMENT
OF ENVIRONMENT ALPROTECTlON
-f1~.
Jon M. Iglehart
Acting Director of District Management
Page 20f3
PERMlTfEE Collier County Public Utilities
IOC
PERMIT NUMBER: 50581-412-DWC
.
CERTIFICATE OF SERVICE
The undersigned duly designated deputy agency clerk hereby certifies that this NOTICE OF PERMIT ISSUANCE
and all copies were mailed before the close of business on December 20,2004 to the listed persons.
FILING AND ACKNOWLEDGMENT
FILED, on this date, pursuant to Section 120.52, Florida Statutes, with the designated Department Clerk, receipt of
which is hereby acknowledged.
'ffL~
12/20/04
Date
Clerk
JMI/RJE/mjf
Copies furnished to:
Michael R. Clough, P.E. mikecloUl.!.h(@.holemontes.com
. "
!:
Page 3 of3
IOC
Department of
Environmental Protection
Jeb Bush
Govemor
South District
P.O. Box 2549
Fort Myers, Florida 33902-2549
Colleen M. Castille
Secretary
VIA ELECTRONIC MAIL
In the Matter of an
Application for Permit by:
Permittee:
Roy B. Anderson, P.E.
Collier County Public Utilities Engineering Director
County Government Center
3301 East Tamiami Trail, Bldg. H
Naples, FL 34112
royanderson@colliergov.net
Permit Number: 50581-412-DWC
Issued: December 20, 2004
Expires: December 19, 2009
Project: Immokalee Road Utility Improvements
Connected to: North Collier Regional WRF
County: Collier
This permit is issued under the provisions of Chapter 403, Florida Statutes (F.S.), and Chapters 62-4 and 62-604,
Florida Administrative Code (F.A.C).
The above named permittee is hereby authorized to construct the facilities shown on the application and other
documents on file with the Department and made a part hereof and specifically described as follows:
DESCRIPTION OF PROJECT: 11,500 lineal feet of 4-inch to 24-inch force mains relocated due to widening of
lmmokalee Road, per application materials received November 5,2004, with additional materials last received on
December 7,2004.
LOCATION OF PROJECT: Along Immokalee Road from its intersection with U.S. Highway 41 to its
intersection with Interstate Highway 75 north of Naples, Collier County, Florida.
IN ACCORDANCE WIm: The limitations, requirements and other conditions set forth in this permit.
PERMIT CONDITIONS:
1. This permit is subject to the general conditions of Rule 62-4.160, F.A.C., as applicable. This rule is available at
http://www.dep.state.flus/water/wastewater/ruJes.htm#domestic [62-4.160, 5-1-03].
2. Upon completion of construction of the collection/transmission system project, and before placing the facilities
into operation for any purpose other than testing for leaks or testing equipment operation, the permittee shall submit
to the Department's South District Office at P.O. Box 2549, Fort Myers, FL 33902~25.49 (by mail) or 2295 Victoria
Avenue, Suite 364, Fort Myers, FL 33901 (by other delivery service) Form 62-604.300(8)(b), Request for
Approval to Place a Domestic Wastewater Collection/Transmission System into Operation. This form is available
at the Department's Internet site at: htto://www.dep.state.fJ.us/water/wastewater/forms.htm[62-604.700(2).11-6_
03].
Page 1 of2
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PERMlTI'EE Collier County Public Utilities
PERMIT NUMBER: 50581-412-DWC
PERMIT CONDITIONS:
3. The new or modified collection/transmission facilities shall not be placed into service until the Department clears
the project for use [62-604.700(3), 11-6-03].
4. Permit revisions shall only be made in accordance with Rule 62-4.050(4Xs), F.A.C. Request for revisions shall
be made to the Department in writing and shall include the appropriate fee. Revisions not covered under Rule 62-
4.050(4)(s), F.A.C., shall require a new permit [62-604.600(8), 11-6-03].
5. Abnormal events shall be reported to the Department's South District Office in accordance with Rule 62-
604.550, F.A.C. For unauthorized spills of wastewater in excess of 1000 gallons per incident, or where information
indicates that public health or the environment may be endangered, oral reports shall be provided to the STATE
WARNING POINT TOLL FREE NUMBER (800) 320-0519 as soon as practical, but no later than 24 hours from
the time the pennittee or other designee becomes aware of the circumstances. Unauthorized releases or spills less
than 1000 gallons per incident are to be reported orally to the Department's South District Office at phone number
(239)-332-6975 within 24 hours from the time the permittee; or other designee becomes aware of the circumstances
[62-604.550, 11-6-03].
6. This pennit is for CONS1RUCTION ONLY of the collection/transmission system project. This pennit does not
authorize the connection of this collectiOn/transmission system project to the designated wastewater treatment plant.
This pennit shall not be construed to infer that the clearance necessary for connection shall be granted. Partial clearance
may be granted, if required [62-604.130(1) and 62-604.600(7),11-6-03].
7. The design and construction of the wastewater collection/transmission system shall be in accordance with provisions
of Florida Administrative Code (F.A.C.) Rule 62-604 [62-604.300(1) and 62-604.400, 11-6-03].
Executed in Fort Myers, Florida.
STATE OF FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION
(1 -.1r-
Jon M. Iglehart
Acting Director of District Management
12/20/04
Date Signed
JMI!RJElmjf
Page 20f2
ISSUED FOR BIDDl Q-C
IMMOKALEE ROAD - U,S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO. 05-3788
EXHIBIT K-5
SOUTH FLORIDA WATER MANAGEMENT DISTRICT - Right of Way Standard Permit (3)
· Cocohatchee Canal
· Airport Road Canal
· East Branch - Cocohatchee River
A copy of the referenced permits will be provided to the Contractor by the Engineer when
they are received by the Collier County.
1-10-05
ISSUED FollQJ;1-10-{)5 ·
IMMOKALEE ROAD - U.S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO. 05-3788
EXHIBIT K-6
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION - Generic Permit for
Stormwater Discharge from Large and Small Construction Activities, dated May 1, 2003.
1-10-05
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.
)
State of Florida
Department of Environmental Protection
Generic Permit
For
Stormwater Discharge from Large and Small Construction Activities
May 2003
This pennit is issued under the provisions of Section 403.0885, Florida Statutes, and applicable
rules ofthe Florida Administrative Code pursuant to the Department's federally-approved National
Pollutant Discharge Elimination System (NPDES) stormwater regulatory program. Stormwater
discharge associated with large construction activity, as defined at 40 CFR Part J22.26(b)(I4)(x)
and herein, is regulated pursuant to Section 402(P)(2) of the federal Clean Water Act (CWA).
Storm water discharge associated with small construction activity, as defined at 40 CFR
J22.26(b)(J 5) and herein, is regulated pursuant to Section 402(P)(6) of the CW A. This pennit
constitutes authorization to discharge stormwater associated with large and small construction
activities to surface waters of the State, including through a Municipal Separate Storm Sewer
System (MS4). Until this permit is terminated, modified, or revoked, permittees that have properly
obtained coverage under this permit are authorized to discharge to surface waters of the State,
including through an MS4, in accordance with the terms and conditions of this pennit.
DEP Document No. 62-621.300(4)( a)
Effective May 1,2003
10C ·
Part I. General Provisions
A. Applicability and Coverage
I. Federal law prohibits the point source discharge of pollutants, including the
discharge of stonnwater associated with large or small construction activities pursuant to 40 CFR
Part 122 and as defined in Part II of this pennit, to waters of the United States without a National
Pollutant Discharge Elimination System (NPDES) permit. Under the State of Florida's authority to
administer the NPDES stonnwater program at 403.0885, F.S., operators that have stonnwater
discharge associated with large or small construction activities to surface waters ofthe State,
including through a Municipal Separate Stonn Sewer System (MS4), must obtain coverage either
under a generic pennit issued pursuant to Chapter 62-621, F.A.C., or an individual pennit issued
pursuant to Chapter 62-620, F .A.C.
2. Coverage under this generic pennit is available for stonnwater discharges from
large and small construction activities to surface waters of the State as defined in Section 403.031,
F .S., including stonnwater discharges associated with construction activity to surface waters of the
State through an MS4.
3. This generic pennit does not constitute authorization under Part IV of Chapter 373,
F. S., for the construction, alteration, operation, maintenance, abandonment, or removal of any
stonnwater management system, dam, impoundment, reservoir, or appurtenant work or works,
including dredging or filling, in, on or over wetlands and other surface waters, as determined by the
methodology authorized in Subsection 373.421(1), F. S.
4. This generic pennit authorizes the discharge of stonnwater associated with
construction activity under the State's federally-approved NPDES stormwater program only and
does not supercede the requirement to obtain a stonnwater discharge permit under Chapter 62-25,
F .A.C.; environmental resource pennit (ERP) under Part IV, Chapter 373, F .S.; stormwater
discharge permit from a Department-approved delegated local government; or any other required
federal, state, or local government permit.
B. Eligibility
I . This penn it authorizes the discharge of stonnwater associated with large and small
construction activity, as defined in Part II of this penn it, occurring after the effective date of this
pennit.
2. This penn it authorizes stonnwater discharge associated with construction activity
that is mixed with stonnwater discharges associated with industrial activity other than construction,
where:
a. the industrial source other than construction is located on the same site as the
construction activity;
b. stormwater discharges associated with industrial activity from the areas of the site
where construction activities are occurring are in compliance with the terms of this permit; and
c. stonnwater discharges associated with industrial activity from the areas of the site
where industrial activity other than construction are occurring are in compliance with the tenns of a
different generic pennit (e.g., Multi-Sector Generic Pennit for Stonnwater Discharge Associated
with Industrial Activitiy) or individual pennit authorizing such discharges.
DEP Document No. 62-621.300(4)(a)
Effective May I, 2003
2
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3. Limitations on Coverage. The following stormwater discharges from construction
sites are not authorized by this permit:
a. stormwater discharges that originate from the site after construction activities have
been completed and the site has undergone final stabilization;
b, discharges that are mixed with sources of non-stormwater, other than discharges
identified in Part IV.A.3. of this permit;
c. stormwater discharge associated with construction activity that is covered under an
existing generic or individual permit. Such discharges may be authorized under this permit after
the existing individual permit or generic permit term of coverage expires, provided the existing
permit did not establish numeric limitations for such discharges; or
d. stormwater discharge associated with construction activity that the Department has
determined to be or may reasonably be expected to be causing or contributing to a violation of a
surface water quality standard.
C. Obtaining Authorization
I. In order for storm water discharge associated with construction activity to be
authorized under this generic permit, an operator must:
a. Meet the eligibility requirements in Part LB. of this permit;
b. Develop and implement a stormwater pollution prevention plan (SWPPP) in
accordance with the requirements of Part V of this permit; and
c. Submit a completed Notice ofIntent (NOI) in accordance with the requirements of
Part III. of this permit, including submittal of the appropriate processing fee as established in Rule
62-4.0S0(4)(d), F.A.C.
2. The Department may deny coverage under this permit or require submittal of a
revised NOI based on the Department's determination that the NOI is incomplete, the permit fee
has not been paid, or the submittal otherwise is not in accordance with the requirements of this
generic permit.
Part II. Definitions
For the purposes of this generic permit, the following definitions shall apply, unless otherwise
indicated:
1. "Best Management Practices" or "BMPs" means schedules of activities, prohibitions
of practices, maintenance procedures, and other management practices to prevent or reduce the
pollution of surface waters. BMPs also include treatment requirements, operating procedures, and
practices to control site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw
material storage.
2. "Construction Activity" means the act or process of developing or improving land
which involves the disturbance of soils and includes clearing, grading, and excavation.
3. "Commencement of Construction" means the initial disturbance of soils associated
, with clearing, grading, or excavating activities or other construction activities.
4. "Department" or "DEP" means the Florida Department of Environmental Protection.
5. "Final Stabilization" means that all soil disturbing activities at the site have been
completed, and that a uniform (e.g., evenly distributed, without large bare areas) perennial
DEP Document No. 62-621.300( 4)(a)
Effectjve May I, 2003
3
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)
vegetative cover with a density of at least 70% for all unpaved areas and areas not covered by
permanent structures has been established or equivalent permanent stabilization measures (e.g.,
geotextiles) have been employed.
6. "Large Construction Activity" means construction activity that results in the
disturbance offive (5) or more acres of total land area. Large construction activity also includes
the disturbance of less than five acres oftotalland area that is part of a larger common plan of
development or sale if the larger common plan will ultimately disturb five acres or more.
7. "Municipal Separate Storm Sewer System" or "MS4" means a large, medium, or
small MS4 as defined in Chapter 62-624, F .A.C.
8. "NOI" means notice of intent to be covered by this permit (see Part III ofthis
permit.)
9. "NOT" means notice of termination (see Part VIII of this permit).
10. "NPDES" means the Department's federally-approved National Pollutant Discharge
Elimination System program.
] ]. "Operator" means the person, firm, contractor, public organization, or other legal
entity that owns or operates the construction activity and that has authority to control those
activities at the project necessary to ensure compliance with the terms and conditions of this
permit.
12. "Qualified Inspector" means a person that:
a. has successfully completed and met all requirements necessary to be fully certified
through the DEP Stormwater, Erosion, and Sedimentation Control Inspector Training Program;
b. has successfully completed an equivalent formal training program; or
c. that is qualified by other training or practical experience in the field of stormwater
pollution prevention and erosion and sedimentation control.
13. "Small Construction Activity" means construction activity that results in the
disturbance of equal to or greater than one (J) acre and less than five (5) acres oftotalland area.
Small construction activity also includes the disturbance of less than one acre of total land area that
is part of a larger common plan of development or sale that will ultimately disturb equal to or
greater than one acre and less than five acres.
]4. "Stormwater" means the flow of water which results from, and which occurs
immediately following, a rainfall event.
15. "Stormwater discharge associated with construction activity" means the discharge of
stormwater from large or small construction activities, including areas where soil disturbing
activites; construction materials handling or storage; or, equipment storage or maintenance are
located.
16. "Surface Waters of the State" means those surface waters that are defined in section
403.031, F. S.
17. "Water Management District" or "WMD" means the Northwest Florida Water
Management District, the Suwannee River Water Management District, the St. Johns River Water
Management District, the Southwest Florida Water Management District, or the South Florida
Water Management District.
Part TII, Notice of Intent Requirements
A. Deadlines for Notification.
DEP Document No. 62-621.300( 4)(a)
Effective May 1, 2003
4
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')
I. Operators seeking coverage under this generic permit to authorize stormwater
discharge associated with construction activity for new large or small construction activities, for
which commencement of construction begins after the effective date of this permit, shall file an
NOI for coverage under this permit at least two (2) days before commencement of construction.
2. Operators of small construction activity, where commencement of construction
occurred prior to the effective date of this permit, seeking coverage under this permit to authorize
stormwater discharge associated with construction activity after the effective date of this permit
shall file an NOI for coverage within 31 days of the effective date of this permit.
3. Permittees that previously obtained coverage under the State of Florida Generic
Permit for Construction Activities That Disturb Five or More Acres of Land, issued and effective
October 22, 2000, for large construction activity shall remain covered under that generic permit
until permit coverage is terminated, revoked, or the permittee's five year term of coverage expires.
Permittees covered under the October 2000 generic permit indicated above that will have
storm water discharge associated with construction activity beyond their initial five year term of
coverage under the October 2000 generic permit shall submit an NOI for coverage under this
generic permit at least two (2) days before expiration of coverage under the October 2000 generic
permit.
4. For construction activities where the operator changes, the new operator shall file an
NOI for coverage under this permit at least two (2) days before assuming co~trol of the project and
the previous operator shall file an NOT to terminate permit coverage in accordance with Part VIII
of this permit.
B. Contents of Notice of Intent.
I . In order to obtain coverage under this permit, an operator of the stormwater
discharge associated with construction activity shall submit a completed Notice of Intent to Use
Generic Permit for Stormwater Discharge from Large and Small Construction Activites, DEP Form
62-621.300(4)(b), effective May 1,2003, including the applicable permit processing fee as
specified in Rule 62-4.050(4)(d), F.A.C. By completing, signing, and submitting an NOI, the
operator is certifying that they meet all eligibility requirements of this permit and are informing the
Department of their intent to be covered by, and comply with, the terms and conditions of this
generic permit. The Notice ofIntent shall be signed in accordance with Part VII.C. of this permit
by the operator.
C. Where to Submit.
I. NOIs are to be submitted to the following address:
NPDES Storm water Notices Center, MS# 2510
Florida Department of Environmental Protection
2600 Blair Stone Road
Tallahassee, Florida 32399-2400
DEP Document No. 62-621.300(4)(a)
Effective May 1, 2003
5
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2. A copy of the NOI or letter from DEP confirming coverage under this generic
permit shall be posted at the construction site in a prominent place for public viewing (such as
alongside a building permit).
D. Additional Notification.
I. Projects that discharge stormwater associated with construction activity to a
municipal separate stormwater system (MS4) shall submit a copy of the NOI to the operator ofthe
MS4.
E. Period of Coverage
I. Coverage under this generic permit is effective two (2) days after the date of
submittal of a complete NOI to the Department.
2. Coverage under this generic permit is limited to a term not to exceed five years from
the effective date of coverage.
F. Permit Coverage Renewal
I. If the project will continue to have stormwater discharge associated with
construction activity beyond the initial five year term of coverage, the operator shall submit a new
NOI at least two (2) days before expiration ofthe current term of coverage under this permit.
Part IV. Special Conditions, Management Practices, and Other Non-numeric Limitations
A. Prohibition on Non-stormwater Discharges.
l. Except as provided in paragraphs I.B.2. and IV.A.3., all discharges covered by this
permit shall be composed entirely of stormwater associated with construction activity.
2. Except as specified in IV.A. 3. below, discharges of material other than stormwater
associated with construction activity must be in compliance with a Department permit (other than
this permit) issued for the discharge, or be exempt therefrom.
3. The following non-stormwater discharges may be authorized by this permit
provided the non-stormwater component of the discharge is in compliance with paragraph V.D.S.:
discharges from fire fighting activities; fire hydrant flushings; waters used to spray off loose solids
from vehicles (wastewaters from a more thorough cleaning, including the use of detergents or other
cleaners is not authorized by this part) or control dust in accordance with Part V.D.2.c.(2); potable
water sources including waterline flushings; irrigation drainage; routine external building
washdown which does not use detergents; pavement washwaters where spills or leaks oftoxic or
hazardous materials have not occurred (unless all spilled material has been removed) and where
detergents are not used; air conditioning condensate; springs; and foundation or footing drains
where flows are not contaminated with process materials such as solvents.
4. Discharges resulting from ground water dewatering activities at construction sites
are not covered by this permit. Applicants for these discharges must obtain coverage under the
Department's Generic Permit for the Discharge of Produced Ground Water from any Non-
contaminated Site Activity pursuant to Rule 62-621.300(2), F.A.C.
DEP Document No. 62-621.300(4)(a)
Effective May 1,2003
6
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B. Releases in Excess of Reportable Quantities.
I. The discharge of hazardous substances or oil in the stormwater discharge(s) from a
facility or activity shall be prevented or minimized in accordance with the applicable stormwater
pollution prevention plan for the facility or activity. This permit does not relieve the operator of
the reporting requirements of 40 CFR part 117 and 40 CFR part 302. Where a release containing a
hazardous substance in an amount equal to or in excess of a reporting quantity established under
either 40 CFR 117 or 40 CFR 302, occurs during a 24 hour period:
a. The operator is required to notify the State Warning Point (800-320-0519 or 850-
413-9911) as soon as he or she has knowledge of the discharge;
b. The operator shall submit within 14 calendar days of knowledge ofthe release a
written description of: the release (including the type and estimate of the amount of material
released), the date that such release occurred, the circumstances leading to the release, and
remedial steps to be taken, to the Florida Department of Environmental Protection, NPDES
Stormwater Section, Mail Station 2500, 2600 Blair Stone Road, Tallahassee, Florida 32399-2400;
and
c. The stormwater pollution prevention plan required under Part V of this permit must
be modified within 14 calendar days of knowledge of the release to: provide a description of the
release, the circumstances leading to the release, and the date ofthe release. In addition, the plan
must be reviewed to identify measures to prevent the reoccurrence of such releases and to respond
to such releases, and the plan must be modified where appropriate.
2. This permit does not authorize the discharge of hazardous substances or oil resulting
from an on-site spill.
Part V. Stormwater Pollution Prevention Plan
A. A stormwater pollution prevention plan shall be developed and implemented for each
construction site covered by this permit. Stormwater pollution prevention plans shall be prepared
in accordance with good engineering practices. Equivalent erosion and sediment control plans
prepared as a permit requirement under Part IV, Chapter 373, F.S., or Chapter 62-25, F.A.C., may
serve as the pollution prevention plan provided all of the elements of this section are included in
such an alternative plan. The plan shall identify potential sources of pollution that may reasonably
be expected to affect the quality of stormwater discharge associated with construction activity. In
addition, the plan shall describe and ensure the implementation of best management practices
which will be used to reduce the pollutants in stormwater discharge associated with construction
activity and to assure compliance with the terms and conditions of this permit. Facilities must
implement the provisions of the stormwater pollution prevention plan required under this part as a
condition of this permit. Failure to develop and implement a stormwater pollution prevention plan
in accordance with the requirements of this part shall be deemed a violation of this permit and may
result in enforcement action.
B. Deadlines for Plan Preparation and Compliance.
I. The pollution prevention plan shall:
DEP Document No. 62-621.300(4)(a)
Effective May I, 2003
7
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.
a. Be completed (including certification by the operator in accordance with Part
VII.C.) prior to the submittal of an NOI to be covered under this pennit and updated as appropriate;
b. The plan shall provide for compliance with the terms and schedule of the plan
beginning with the initiation of construction activities.
C. Keeping Plans Current.
1. The permittee shall amend the plan whenever there is a change in design,
construction, operation, or maintenance, which has a significant effect on the potential for the
discharge of pollutants to surface waters of the State or an MS4, including the addition of or
change in location of stonnwater discharge points, and which has not otherwise been addressed in
the plan. The permittee also shall amend the plan if it proves to be ineffective in eliminating or
significantly minimizing pollutants from sources identified under Part V.D.l, of this permit, or in
otherwise achieving the general objectives of controlling pollutants in stormwater discharge
associated with construction activity. In addition, the plan shall be amended to identify any new
contractor and/or subcontractor that will implement a measure of the stormwater pollution
prevention plan (see Part V.D.6.). Amendments to the plan shall be prepared, signed, dated, and
kept as attachments to the original plan.
D. Contents of Plan.
1. Site Description. Each plan shall provide a description of pollutant sources and
other information as indicated:
a. A description of the nature of the construction activity;
b. A description of the intended sequence of major activities which disturb soils for
major portions of the site (e.g. grubbing, excavation, grading);
c. Estimates of the total area ofthe site and the total area of the site that is expected to
be disturbed by excavation, grading, or other construction activities;
d. Existing data describing the soil or the quality of any discharge from the site and an
estimate of the size of the drainage area for each discharge point;
e. A site map indicating drainage patterns and approximate slopes anticipated after
major grading activities, areas of soil disturbance, an outline of areas which may not be disturbed,
the location of major structural and non structural controls identified in the plan, the location of
areas where stabilization practices are expected to occur, surface waters, wetlands, and locations
where stormwater is discharged to a surface water or MS4; and,
f. The latitude and longitude of each discharge point and the name of the receiving
water(s) for each discharge point.
2. Controls. Each plan shall include a description of appropriate controls, BMPs, and
measures that will be implemented at the construction site. The plan shall clearly describe for each
major activity identified in Part V.D .l.b, appropriate control measures and the timing during the
construction process that the measures will be implemented. For example, perimeter controls for
one portion of the site will be installed after the clearing and grubbing necessary for installation of
the measure, but before the clearing and grubbing for the remaining portions of the site. Perimeter
controls shall be actively maintained until final stabilization of those portions of the site upward of
the perimeter control. Temporary perimeter controls shall be removed after final stabilization. All
controls shall be consistent with the performance standards for erosion and sediment control and
DEP Document No. 62-621.300(4)(a)
Effective May 1,2003
8
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.
stormwater treatment as set forth in Rule 62-40.432, F .A.C., the applicable stormwater or
environmental resource permitting requirements of the DEP or appropriate WMD, and the
guidelines contained in the Florida Development Manual: A Guide to Sound Land and Water
Management (DEP, 1988) and any subsequent amendments.
a. Erosion and Sediment Controls,
(1) Stabilization Practices. Each plan shall provide a description of interim and
permanent stabilization practices, including site-specific scheduling of the implementation of the
practices, Site plans should ensure that existing vegetation is preserved where attainable and that
disturbed portions of the site are stabilized. Stabilization practices may include: temporary
seeding, permanent seeding, mulching, geotextiles, sod stabilization, vegetative buffer strips,
protection of trees, preservation of mature vegetation, and other appropriate measures. A record of
the dates when major grading activities occur, when construction activities temporarily or
permanently cease on a portion of the site and when stabilization measures are initiated shall be
included in the plan. Stabilization measures shaH be initiated as soon as practicable, but in no case
more than 7 days, in portions of the site where construction activities have temporarily or
permanently ceased.
(2) Structural Practices. Each plan shall include a description of structural practices, to
divert flows from exposed soils, store flows, retain sediment on-site, or otherwise limit runoff and
the discharge of pollutants from exposed areas of the site. Such practices may include silt fences,
earth dikes, diversions, swales, sediment traps, check dams, subsurface drains, pipe slope drains,
level spreaders, storm drain inlet protection, rock outlet protection, reinforced soil retaining
systems, gabions, coagulating agents and temporary or permanent sediment basins. Structural
BMPs shall be placed on upland soils unless a State of Florida wetland resource management
permit or environmental resource permit issued pursuant to Chapter 373, F.S., and applicable
regulations of the DEP or WMD authorize otherwise.
(3) Sediment Basins.
(a) For drainage basins with 10 or more disturbed acres at one time, a temporary (or
permanent) sediment basin providing 3,600 cubic feet of storage per acre drained, or equivalent
control measures, shall be provided where attainable until final stabilization ofthe site. The 3,600
cubic feet of storage area per acre drained does not apply to flows from offsite areas and flows
from onsite areas that are either undisturbed or have undergone final stabilization where such flows
are diverted around both the disturbed area and the sediment basin. For drainage basins with 10 or
more disturbed acres at one time and where a temporary sediment basin providing 3,600 cubic feet
of storage per acre drained, or equivalent controls is not attainable, a combination of smaller
sediment basins and/or sediment traps and other BMPs should be used. At a minimum, silt fences,
or equivalent sediment controls are required for aH sideslope and downslope boundaries of the
construction area.
(b) For drainage basins of less than 10 acres, sediment basins and/or sediment traps are
recommended but not required. At a minimum, silt fences or equivalent sediment controls are
required for all sideslope and downslope boundaries of the construction area.
(c) Areas that will be used for permanent stormwater infiltration treatment (e,g.,
stormwater retention ponds) should not be used for temporary sediment basins unless appropriate
measures are taken to assure removal of accumulated fine sediments, which may cause premature
clogging and loss of infiltration capacity, and to avoid excessive compaction of soils by
construction machinery or equipment.
b. Permanent Stormwater Management Controls.
DEP Document No. 62-621.300(4)(a)
Effective May 1,2003
9
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Each plan shall include a description of stormwater management controls or BMPs (e.g.,
stormwater detention or retention systems, vegetated swales, velocity dissipation devices at
discharge points) that will be installed during the construction process to control pollutants in
stormwater discharges that will occur during construction and after construction operations have
been completed. This generic permit only addresses the installation of storm water management
controls and not the ultimate operation and maintenance of such controls after the construction
activities have been completed and the site has undergone final stabilization. Under this generic
permit, permittees are only responsible for the installation and maintenance of stonnwater
management BMPs prior to final stabilization of the site, and are not responsible for maintenance
after stormwater discharges associated with construction activity have been eliminated from the
site. However, all stormwater management systems and BMPs shall be operated and maintained in
perpetuity after final stabilization in accordance with requirements set forth in the State of Florida
stormwater or environmental resource permit issued under Chapter 62-25, F.A.C., or Part IV,
Chapter 373, F.S.
c. Controls for Other Potential Pollutants.
(1) Waste Disposal. The plan shall assure that waste, such as discarded building
materials, chemicals, litter, and sanitary waste are properly controlled in accordance with all
applicable state, local, and federal regulations. This permit does not authorize the discharge of
solid materials, including building materials, to surface waters of the State or an MS4.
(2) The plan shall assure that off-site vehicle tracking of sediments and the generation
of dust is minimized.
(3) The plan shall be consistent with applicable State and local waste disposal, sanitary
sewer or septic system regulations.
(4) The plan shall address the proper application rates and methods for the use of
fertilizers, herbicides and pesticides at the construction site and set forth how these procedures will
be implemented and enforced. Nutrients shall be applied only at rates necessary to establish and
maintain vegetation.
(5) The plan shall ensure that the application, generation, and migration of toxic
substances is limited and that toxic materials are properly stored and disposed,
3. Maintenance. The plan shall include a description of procedures that will be
followed to ensure the timely maintenance of vegetation, erosion and sediment controls,
stormwater management practices, and other protective measures and BMPs so they will remain in
good and effective operating condition.
4. Inspections. A qualified inspector (provided by the operator) shall inspect all points
of discharge into surface waters of the State or an MS4; disturbed areas of the construction site that
have not been finally stabilized; areas used for storage of materials that are exposed to
precipitation; structural controls; and, locations where vehicles enter or exit the site, at least once
every seven calendar days and within 24 hours ofthe end of a storm that is 0.50 inches or greater as
follows:
a. Disturbed areas and areas used for storage of materials that are exposed to
precipitation shall be inspected for evidence of, or the potential for, pollutants entering the
stormwater system. The stormwater.management system and erosion and sediment control
measures identified in the plan shall be observed to ensure that they are operating correctly.
Discharge locations or points shall be inspected to ascertain whether erosion and sediment control
and stormwater treatment measures are effective in preventing or minimizing the discharge of
DEP Document No. 62-621.300(4)(a)
Effective May 1, 2003
10
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pollutants, including retaining sediment onsite pursuant to Rule 62-40.432, F.A.C. Locations
where vehicles enter or exit the site shall be inspected for evidence of off site sediment tracking.
b. Based on the results of the inspection, all maintenance operations needed to assure
proper operation of all controls, BMPs, practices, or measures identified in the stormwater
pollution prevention plan shall be done in a timely manner, but in no case later than 7 calendar
days following the inspection. Ifneeded, pollution prevention controls, BMPs, and measures
identified in the plan shall be revised as appropriate, but in no case later than 7 calendar days
following the inspection. Such modifications shall provide for timely implementation of any
changes to the plan within 7 calendar days following the inspection.
c. A report summarizing the scope of the inspection; name(s) and qualifications of
personnel making the inspection; the date(s) of the inspection; rainfall data; major observations
relating to the implementation of the stormwater pollution prevention plan; and actions taken in
accordance with paragraph V.D.4.b. of this permit, shall be made and retained, in accordance with
Part VI of this permit, as part of the stormwater pollution prevention plan. Such reports shall
identify any incidents of non-compliance. Where a report does not identify any incidents of non-
compliance, the report shall contain a certification that the facility is in compliance with the
stormwater polIution prevention plan and this permit. The report shall be signed in accordance
with Part VII.C of this permit.
5. Non-Stormwater Discharges. Except for flows from fire fighting activities, sources
of non-storm water listed in Part IV.A.3 of this permit that are combined with stormwater
discharges associated with construction activity must be identified in the plan. The plan shall
identify and ensure the implementation of appropriate pollution prevention and treatment measures
for the non-stormwater component(s) of the discharge.
6. Contractor/Subcontractor Certification.
a. The storm water pollution prevention plan must clearly identify, for each measure
identified in the plan, the contractor(s) and/or subcontractor(s) that will implement the measure.
All contractors and subcontractors identified in the plan must sign a copy of the certification
statement in Part V.D.6.b. of this permit. All certifications must be included in the stormwater
poIlution prevention plan.
b. Certification Statement for Contractors/Subcontractors. All contractors and
subcontractors identified in a stormwater pollution prevention plan in accordance with Part
V.D.6.a, of this permit shall sign a copy of the following certification statement before conducting
any activities at the site:
"I certify under penalty of law that I understand, and shall comply with, the terms and conditions of
'the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction
Activities and this Stormwater Pollution Prevention Plan prepared thereunder."
The certification must include the name and title of the person providing the signature in
accordance with Part VII.C of this permit; the name, address and telephone number of the
contracting firm; and the date the certification is made.
Part VI. Retention of Records
DEP Document No. 62-621.300(4)(a)
Effective May 1, 2003
11
1 DC ·
A. The permittee shall retain copies of stormwater pollution prevention plans and all reports
required by this permit, and records of all data used to complete the Notice of Intent to be covered
by this permit, for a period of at least three years from the date that the site is finally stabilized.
B. The permittee shall retain a copy ofthe stormwater pollution prevention plan and all reports,
records and documentation required by this permit at the construction site, or an appropriate
alternative location as specified in the NOI, from the date of project initiation to the date of final
stabilization.
Part VII, Standard Permit Conditions
A. Any permit noncompliance constitutes a violation of Section 403.0885, F. S. and is grounds for
enforcement action; for permit coverage termination, or revocation; or for denial of permit
coverage renewal.
B. All of the general conditions listed in Rule 62-621.250, F.A.C., are adopted herein by reference.
C. Signatory Requirements.
1. All Notices oflntent, Notices of Termination, stormwater pollution prevention
plans, reports, certifications or information either submitted to the Department or the operator of a
municipal separate storm sewer system, or that this permit requires be maintained by the permittee,
shall be signed as set forth in Rule 62-620.305, F.A.C.
2. Inspection reports prepared pursuant to Part V.D.4.c. of this permit shall be signed
by the qualified inspector that prepared them as well as by a responsible authority for the operator
as specified in Part VII.C.l. above.
3. Any person signing documents under this permit, except contractor/subcontractor
certifications under Part V.D.6., shall make the following certification:
"I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gathered and evaluated the information submitted. Based on my inquiry of the person or
persons who manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment for knowing violations."
Part VIII. Termination of Coverage
A. Notice of Termination.
1. Where a site has been finally stabilized (see Part II for the definition of final
stabilization) and all stormwater discharges authorized by this permit are eliminated, the permittee
shall submit a completed Notice of Termination (DEP Form 62-621.300(6)), signed in accordance
DEP Document No. 62-62 I .300(4)( a)
Effective May I, 2003
12
lOC ·
with Part VII.C, of this permit, within 14 days of final stabilization of the site to terminate coverage
under this permit.
2, Elimination of stormwater discharges associated with construction activity means
that all disturbed soils at the site have been finally stabilized and temporary erosion and sediment
control measures have been removed or will be removed at an appropriate time, or that all
stormwater discharges associated with construction activity from the site that are authorized by this
generic permit have otherwise been eliminated.
3. For construction activities where the operator changes, the existing operator shall
file an NOT in accordance with this Part within 14 days of relinquishing control of the project to a
new operator.
B. Where to Submit.
1. A permittee shall submit a Notice of Termination to the following address:
NPDES Stormwater Notices Center, MS# 2510
Florida Department of Environmental Protection
2600 Blair Stone Road
Tallahassee, Florida 32399-2400
2. Projects that discharged stormwater associated with construction activity to a
municipal separate storm sewer system (MS4) shall submit a copy of the NOT to the operator of
the MS4.
DEP Document No. 62-621.300(4)(a)
Effective May 1,2003
13
)
--~ '- - - ~-----~ "'""- -,,-- ~ - ,- --""
- -- - - - "'- - "" ~ - -
10C ·
NOTICE OF INTENT
TO USE
GENERIC PERMIT FOR STORMWATER
DISCHARGE FROM LARGE AND SMALL
CONSTRUCTION ACTIVITIES
(RULE 62-621.300(4), F.A.C.)
This Notice of Intent (NOI) fonn is to be completed and submitted to the Department before use of the Generic Permit for
Stormwater Discharge From Large and Small Construction Activities provided in Rule 62-621.300(4), F.A.C. The type of
project or activity that qualifies for use of the generic permit, the conditions of the permit, and additional requirements to
request coverage are specified in the generic permit document [DEP Document 62-621.3oo(4)(a)). The appropriate
generic permit fee, as specified in Rule 62.4,050(4)(d), F.A.C., shall be submitted with this NOI in order to obtain
permit coverage. Permit coveral!e wiD not be I!ranted without submittal of the aooroorlate eeneric Permit fee. You
should familiarize yourself with the generic permit document and the attached instructions before completing this NO! fonn.
Please print or type information in the appropriate areas below.
I. IDENTlFlCA TION NUMBER:
Project ID
II. APPLICANT INFORMATION:
A. Operator Name:
B. Address:
C. City: I D. State: I E. Zip Code:
G. Responsible Authority:
F. Operator Status:
H. Phone No.:
III. PROJECT/SITELOCATION INFORMATION:
A. Project Name:
B. Project Address/Location:
C. City: I D. State: I E. Zip Code:
F. County: I G. Latitude: 0 , " Longitude: 0 , "
H. Is the site located on Indian lands? Dyes DNo I I. Water Management District:
J. Project Contact: I K. Phone No.:
DEP Form 62-621.300(4)(b)
Effective May 1, 2003
Page 1 of 5
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.
IV. PROJECT/SITEACTIVITY INFORMATION:
o Large Construction (Project will disturb five or more acres of land.)
o Small Construction (Project will disturb one or more acres but less than five acres of land.)
Acres
D. SWPPP Address:
E.City:
F. State:
G. Zip Code:
I
~-~~
Start Date:
Completion Date:
V. DISCHARGE INFORMA TION
A. MS4 Operator Name (if applicable):
B. Receiving Water Name:
VI. CERTIFICA TION1:
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the information
submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for
gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and
complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine
and imprisonment for knowing violations.
Signature:
Date Signed:
1 Signatory requirements are contained in Rule 62-620.305, F.A.C.
Page 2 of 5
DEP Form 62-621.300(4)(b)
Effective May 1.2003
lOC
.
INSTRUCTIONS - DEP FORM 62-621,300(4)(b)
NOTICE OF INTENT (NOI) TO USE GENERIC PERMIT FOR STORMW A TER DISCHARGE FROM LARGE
AND SMALL CONSTRUCTION ACTIVITIES
Who Must FOe an NOI:
Federal law at 40 CPR Part 122 prohibits the point source discharge of pollutants, including the discharge of stormwater
associated with large construction activities as defined at 40 CPR 122.26(b)(l4)(x) or small construction activities as
defined at 40 CFR 122.26(b)(l5), to waters of the United States without a National Pollutant Discharge Elimination System
(NPDES) permit. Under the State of Florida's authority to administer the NPDES stormwater program at 403.0885, F.S.,
operators that have stormwater discharge associated with large or small construction activities to surface waters of the State,
including through a Municipal Separate Storm Sewer System (MS4), must obtain coverage either under a generic permit
issued pursuant to Chapter 62-621, F.A.C., or an individual permit issued pursuant to Chapter 62-620, F.A.C.
Where to File NOI:
NOIs for coverage under this generic permit must be sent to the following address:
NPDES Stormwater Notices Center, MS #2510
Florida Department of Environmental Protection
2600 Blair Stone Road
Tallahassee, Florida 32399-2400
Permit Fee:
Permit fees for large and small construction activities to be covered under the generic permit are specified in Rule 62-
4.050(4)(d), F.A.C. The appropriate generic permit fee (either for large or small construction activities) must be submitted
along with the completed NOI in order to obtain coverage under the generic pennit. Generic permit coverage will not be
granted without payment of the appropriate permit fee.
The permit fee shall be paid by either check or money order made payable to: "Florida Department of Enviromnental
Protection"
Part I - IdentulCation Number
Enter the project's DEP identification number (generic permit coverage number) if known. If an ill number has not yet been
assigned to this project (i.e., if this is a new project), leave this item blank.
Part II - Applicant Information
Item A.: Provide the legal name of the person, firm, contractor, public organization, or other legal entity that owns or
operates the construction activity described in this NO!. The operator is the legal entity that has authority to control those
activities at the project necessary to ensure compliance with the terms and conditions of the generic permit.
Items B. - E.: Provide the complete mailing address of the operator, including city, state, and zip code.
Item F.: Enter the appropriate one letter code from the list below to indicate the legal status of the operator:
F = Federal; S = State; P = Private; M = Public (other than federal or state); 0 = Other
DEP Form 62-621.300(4)(b)
Effective May 1,2003
Page 3 of 5
lOC
.
Items G. _ H.: Provide the name and telephone number (including area code) of the person authorized to submit this NOI
on behalf of the operator (e.g., Jane Smith, President of Smith Construction Company on behalf of the operator, Smith
Construction Company; John Doe, Public Works Director on behalf of the operator, City of Townsville; etc.). This should
be the same person as indicated in the certification in Part VI.
Part III - Project/Site Location Information
Items A. _ E.: Enter the official or legal name and complete street address, including city, state, and zip code of the project.
Do not provide a P.O. Box number as the street address. If it lacks a street address, describe the project site location (e.g.,
intersection of State Road 1 and Smith Street).
Item F.: Enter the county in which the project is located.
Item G.: Epter the latitude and longitude, in degrees-minutes-seconds format, of the approximate center of the project.
Item H.: Indicate whether the project is located on Indian lands.
Item I.: Enter the appropriate five or six letter code from the list below to indicate the Water Management District the
project is located within:
NWFWMD = Northwest Florida Water Management District
SRWMD = Suwannee River Water Management District
SFWMD = South Florida Water Management District
SWFWMD = Southwest Florida Water Management District
SJRWMD = St. John's River Water Management District
Items J. _ K.: Give the name, title, and telephone number (including area code) of the project contact person. The project
contact is the person who is thoroughly familiar with the project, with the facts reported in this NOI, and who can be
contacted by the Department if necessary.
Part IV - Project/Site Activity Information:
Item A.: Check the appropriate box to indicate whether the project involves large construction activity or small construction
activity. Check one box only.
"Large Construction Activity" means construction activity that results in the disturbance of five (5) or more acres of total
land area. Large construction activity also includes the disturbance of less than five acres of total land area that is part of a
larger common plan of development or sale if the larger common plan will ultimately disturb five acres or more.
"Small Construction Activity" means construction activity that results in the disturbance of equal to or greater than one (1)
acre and less than five (5) acres of total land area. Small construction activity also includes the disturbance of less than one
acre of total land area that is part of a larger common plan of development or sale that will ultimately disturb equal to or
greater than one acre and less than five acres.
Item B.: Provide the approximate total area of land disturbance in acres that the project will involve from commencement of
construction through completion.
Items C. _ Goo: Indicate the location where the Stormwater Pollution Prevention Plan (SWPPP) can be viewed. Provide the
address where the SWPPP can be viewed if other than as provided in Parts II or III of the NO!. Note that to be eligible for
coverage under the generic permit, the SWPPP must have been prepared prior to filing this NOI.
Item H.: Enter the estimated construction start and completion dates in the MMlDDIYY format.
Page 4 of 5
DEP Form 62-621.3oo(4)(b)
Effective May 1,2003
IOC
.
)
Part V - Discharge Information
Item A.: If stormwater from the project discharges to a municipal separate storm sewer system (MS4), enter the name of the
operator of the MS4 (e.g., City of Tallahassee MS4, Orange County MS4, FOOT MS4, etc.). If stonnwater from the project
does not discharge to an MS4 but rather discharges to surface waters of the State, leave this item blank or indicate "N/A"
and skip to Item B of this part. Please note that if the project discharges stormwater to an MS4t you must provide the
MS4 operator with a copy of the completed NOI.
Item B.: If the project discharges stormwater to surface waters of the State, and not to an MS4, enter the name of the
receiving water body to which the stormwater is discharged. Please provide the first named water body to which the
stormwater from the project is discharged (e.g., Cypress Creek, Tampa Bay, unnamed ditch to St. Johns River, Tate's Hell
Swamp, etc.).
Part VI - Certification
Type or print the name and official title of the person signing the certification. Please note that this should be the same
person as indicated in Item II.G. as the Responsible Authority. Sign and date the certification.
Section 403.161, F.S., provides severe penalties for submitting false information on this application (NO!) or any reports or
records required by a permit. There are both civil and criminal penalties, in addition to the revocation of permit coverage for
submitting false information.
Rule 62-620.305, F.A.C., requires that the NO! and any reports required by the permit to be signed as follows:
A. For a corporation, by a responsible corporate officer as described in Rule 62-620.305, F.A.C.;
B. For a partnership or sole proprietorship, by a general partner or the proprietor, respectively; or,
C. For a municipality, state, federal or other public facility, by a principal executive officer or elected official.
DEP Form 62-62I.300(4)(b)
Effective May 1, 2003
Page 5 of 5
lOC
NOTICE OF TERMINATION
OF GENERIC PERMIT COVERAGE
(RULE 62-621.300(6), F.A.C.)
This form is to be completed and submitted to the Department to terminate coverage under the Generic Permit for Stormwater
Discharge From Construction Activities that Disturb Five or More Acres of Land provided in Rule 62-621.300(4), F.A.C., and the
Multi-Sector Generic Permit for Stormwater Discharge Associated with Industrial Activity provided in Rule 62-621.300(5), F.A.C.
Instructions for completing this form are attached. Please print or type information in the appropriate areas below.
I. PERMIT INFORMA nON:
A. Generic Permit Coverage Number (FacilitylProject ill):
o
Check here if you are no longer the
operator of the facility/project.
o
Check here if the storm water discharge is
being terminated.
II. PERMITI'EE INFORMATION:
A. Operator Name:
B. Address:
C. City: I D. State: E. Zip Code:
F. Responsible Authority: G. Phone No.:
,if. FACILITYIPROJECT INFORMATION:
A. Name:
B. AddresslLocation:
C. City: I D. State: I E. Zip Code:
F. County: I G. Latitude: 0 , " Longitude: 0 , "
IV. CERTIFICA TION1:
I certify under penalty of law that all stormwater discharges associated with industrial activity from the identified facility or activity
that are authorized by the referenced State of Florida generic permit have been eliminated or that I am no longer the operator of the
facility or activity. I understand that by submitting this Notice of Termination, I am no longer authorized to discharge stormwater
associated with industrial activity under this generic permit, and that discharging pollutants in stormwater associated with industrial
activity to surface waters of the State is unlawful unless authorized by a permit issued pursuant to 403.0885, F.S. I also understand that
the submittal of this Notice of Termination does not release an operator from liability for any violations of this permit.
Signature:
Date Signed:
- ../
I Signatory requirements are contained in Rule 62-620.305, F.A.c.
DEP Form 62-621.300(6)
Effective October 22, 2000
Page I of 3
1 DC ·
INSTRUCTIONS - DEP FORM 62.621.300(6)
NOTICE OF TERMINATION (NOT) OF GENERIC PERMIT COVERAGE
. . )ho May File an NOT:
Permittees who are presently covered under the Generic Permit for Stormwater Discharge From Construction Activities that Disturb
Five or More Acres of Land provided in Rule 62-621.300(4). F .A.C.. the Multi-Sector Generic Permit for Stormwater Discharge
Associated with Industrial Activity provided in Rule 62-621.300(5). F.A.C.. or an EPA-issued National Pollutant Discharge
Elimination System (NPDES) general permit for stormwater discharges associated with industrial activity may submit a Notice of
Termination (NOT) when their facility or activity no longer has any stormwater discharges associated with industrial activity as
defined at 40 CPR 122.26(b)( 14), or when they are no longer the operator of the facility or activity.
For construction activities. elimination of all stormwater discharges associated with industrial activity occurs when disturbed soils at
the construction site have been finally stabilized and temporary erosion and sediment control measures have been removed or will be
removed at an appropriate time. or that all storm water discharges associated with industrial activity from the construction site that are
authorized under the generic permit have otherwise been eliminated. Final stabilization means that all soil-disturbing activities at the
site have been completed and that a uniform perennial vegetative cover with a density of 70% of the cover for unpaved areas and areas
not covered by permanent structures has been established, or equivalent permanent stabilization measures (such as the use of riprap.
gabions, or geotextiles) have been employed.
Where to File NOT:
NOTs for termination of coverage under this generic permit must be sent to the following address:
NPDES Stormwater Notices Center, MS #2510
Florida Department of Environmental Protection
2600 Blair Stone Road
Tallahassee, Florida 32399-2400
, art I - Permit Information
Item A.: Enter the generic permit coverage number (DEP FacilitylProject II) number) for the facility/project.
Item B.: Indicate the reason for termination of permit coverage.
Part II - Permittee Information
Item A.: Provide the legal name of the entity (operator) to which permit coverage was granted.
Items B. _ E.: Provide the complete mailing address of the operator, including city. state. and zip code.
Items F. _ G.: Provide the name and telephone number (including area code) of the person authorized to submit this application on
behalf of the operator. This should be the same person as indicated in the certification in Part IV.
Part III - FacilitylProject Information
Items A. _ E.: Enter the official or legal name and complete street address, including city, state, and zip code of the facility/project
site. Do not provide a P.O. Box number as the street address. If it lacks a street address, describe the facility/project site location
(e.g.. intersection of State Road 1 and Smith Street).
Item F.: Enter the county in which the facility/project site is located.
Item G.: Enter the latitude and longitude of the approximate center of the facility/project site.
Page 2 of3
DEP Form 62-621.300(6)
Effective October 22, 2000
Part IV - Certification
lOC
.
}Pe or print the name and official title of the person signing the certification. Sign and date the certification.
. 'Section 403.161, F.S., provides severe penalties for submitting false information on this application (NOT) or any reports or records
required by a permit. There are both civil and criminal penalties for submitting false information.
Rule 62-620.305, F.A.C., requires that the application (NOr) be signed as follows:
A. For a corporation, by a responsible corporate officer as described in Rule 62-620.305, FAC.;
B. For a partnership or sole proprietorship, by a general partner or the proprietor, respectively; or,
C. For a municipality, state, federal or other public facility, by a principal executive officer or elected official.
DEP Form 62-621.300(6)
Effective October 22, 2000
Page 3 of 3
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ISSUED FOR BIDDl Qo-C
.
IMMOKALEE ROAD - U.S. 41 to 1-75
COLLIER COUNTY PROJECT NO. 66042
BID NO. 05-3788
EXHIBIT K-7
FLORIDA DEPARTMENT OF TRANSPORTATION - General Permits (2)
· U.S. 41 - General Permit
· 1-75 Limited Access - General Pennit
A copy of the referenced permits will be provided to the Contractor by the Engineer when
they are received by the Collier County.
1-10-05
Res.o loo S r ({ 5
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNA'1IrRA r
Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed rou. Sl\;t fginal
documents are to be forwarded to the Board Office only after the Board has taken action on the item.) "
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the
, d l' F' li #5
exceotion of the Chairman's signature, draw a line through routinll: lines #1 throull:h #4, como1ete the checklist, an orward to Sue 1Ison ( ne ).
Route to Addressee(s) Office Initials Date
(Ust in routing order)
1.
2.
3.
4.
5. Sue Filson, Executive Manager Board of County Commissioners
6. Minutes and Records Clerk of Court's Office
PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the
item.)
Name of Primary Staff Ricardo A. Valera, Director Phone Number 774-8192
Contact Stormwater Management Dept.
Agenda Date Item was March 8, 2005 Agenda Item Number IDE
Approved by the BCC
Type of Document Resolution & Executive Summary Number of Original 3
Attached Documents Attached
Initial the Yes column or mark "N/ A" in the Not Applicable column, whichever is Yes N/A (Not
appropriate. (Initial) Applicable)
1. Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and possibly State Officials.)
2. All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other parties except the BCC Chairman and the Clerk to the Board
3. The Chairman's signature line date has been entered as the date of BCC approval of the
document or the final negotiated contract date whichever is applicable.
4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
sh:!;nature and initials are required.
5. In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
6. The document was approved by the BCC on 3/8/05 and aU changes made during the
meeting have been incorporated in the attached document. The County Attorney's
Office has reviewed the chanees, if applicable.
INSTRUCTIONS & CHECKLIST
I: Forms! County Forms! BCC Forms! Original Documents Routing Slip WWS Original 9.03.04, Revised 1,26,05, Revised 2.24.05
..__.,-_._-------_...,."._..--'-~,._--"'...,-_."._--
lOE
MEMORANDUM
Date:
March 10,2005
To:
Ricardo A. Valera, Director
S tormwater Management Dept.
From:
Linda A. Houtzer, Deputy Clerk
Minutes & Records Department
Re:
Resolution 2005-115
Enclosed please find a copy of the document as referenced above,
(Agenda Item #10E), approved by the Board of County
Commissioners on Tuesday, February 8, 2005
If you should have any questions, please contact me at 774-8411.
Thank you.
Enclosure
"",:'- (""
'-0':'-- :"
". L
MEMORANDUM
Date:
March 10, 2005
To:
Michael Smykowski, Budget Director
Management & Budget
From:
Linda A. Houtzer
Minutes & Records Department
RE :
Resolution 2005-115
Enclosed please find one copy of the document, as referenced abovec (Agenda
Item #10E), approved by the Board of County Commissioners on Tuesday,
March 8, 2005.
If you should have any questions, please call me at 774-8411
Thank you.
Enclosure
11
.1
fi"
1\--
:~
RESOLUTION NO. 2005- 115
RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA, DIRECTING THAT AD
VALOREM REVENUES (GENERATED FROM .15 MILLS) SHALL
BE DEDICATED TO COLLIER COUNTY'S STORMWATER
UTILITY FOR FISCAL YEAR 2006 AND THE NEXT NINETEEN
FISCAL YEARS
WHEREAS, In Collier County Ordinance No. 91-27, ("The Collier County Stormwater
Utility Ordinance"), the BCC concluded that it was necessary to undertake a
stormwater management program ("Program") and thereby created a "Stormwater
Utility" to set aside funds to pay for the Program; and
WHEREAS, the Stormwater Utility is an enterprise fund to operate, maintain and
improve the County's stormwater management and capital improvements thereto; and
WHEREAS, Ordinance No. 91-27 established the "Stormwater Utility Enterprise Fund"
to account for all revenues, expenditures, assets, earnings of the utility, in which all
revenues from the stormwater utility shall be deposited, and that such monies shall, in
order of priority, (i) pay the costs of operations and maintenance, (ii) debt service, and
(iii) extension and replacement of the system; and
WHEREAS, depositing these ad valorem tax revenues as directed herein will dedicate
to the Stormwater Utility anticipated monies of at least $7 million for fiscal year 2006
and for each of the County's next nineteen fiscal years; and
WHEREAS, depositing these ad valorem tax revenues (the amounts determined by
applying .15 mills of these ad valorem taxes) into the "Stormwater Capital
Improvement Fund - Fund 325" is an internal dedication of these funds that does not
reduce or increase the total ad valorem tax revenues to be collected by Collier County;
and
WHEREAS, to the greatest extent allowed by law, this Resolution irrevocably
dedicates these tax revenues to the County's Stormwater Utility, including with regard
to acquiring grant monies, issuing bonds, and implementation of the Stormwater
Capital Improvement Program.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that:
1. All of the County's applicable officers and employees are hereby directed that
the dollar amounts of the County's ad valorem tax revenues received in Fiscal
Year 2006 and for the next nineteen fiscal years (resulting from applying in
each fiscal year a millage rate of .15 mills), shall be dedicated to the County's
Stormwater Utility by depositing these revenues into "Fund 325 - The
Stormwater Capital Improvement Fund."
2. This Resolution shall take effect immediately upon adoption.
ADOPTED this 8th day of March 2005 after motion, second and majority vote
favoring adoption.
",'~'..g,i} :~';J~
ATTEST.";"'" Ie, ~
1->,....,.'..... ", '~i.\\
DWIGHf.-E' Bf30€'j(. GJerk
g:'~; ,.' f~~Y :(~fP;'~,~~~~;~,~ .;. ~ "
~",'. : '.......,'......',:..'..,:.,','.',\.",.C.1,,:1.',4 :,,::'. - . '-1. ^
....~..~ ,,", "':~i' ,. /UdL
BY:dY~~..~'t~~tN!~~:1 FREDW.CO~E,Ch
· . S' J ~ \~ 1l."S1g11atllrt 00 11 .
Approved as to form and legal sufficiency:
~~
Thomas C. Pal er, ASSistant County Attorney
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
f
118m # ~L ~
~
Ag,.enda 3 _Q .r-.. C ~
Date _~=> ~
~ t i
1/1::1 3 -to -05 l
t'\8C (.._____ :l
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lOF
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MEMORANDUM
Date:
March 31, 2005
TO:
John Curran,
Purchasing
FROM:
Heidi R. Rockhold, Deputy Clerk
Minutes and Records
Re:
Contract # 05-3743
"South County Regional Water Treatment Plant Upgrade
and Modifications"
Contractor: Mitchell & Stark Construction Co., Inc.
Enclosed are three (3) original documents, as referenced above (Agenda
Item #10F), approved by the Board of County Commissioners on Tuesday,
March 8, 2005.
Kindly forward the documents to the appropriate parties for their
records.The Finance Department and Minutes & Records Department have
their copies.
If you should have any questions, you may contact me at 732-2646 ext.
7240.
Thank you,
Enclosures (3)
lOF
.
DATE:
March 29, 2005
Sheree Mediavilla, Senior Analyst D V
Risk Management Department
Memorandum
~iY/
~~
TO:
FROM:
John P. Curr~
Purchasing A/;~t
RE:
Review of Insurance for: 05-3743 "South County Regional Water
Treatment Plant Upgrade and Modifications"
Contractor: Mitchell & Stark Construction Co, Inc.
This Contract was approved by the BCC on March 8, 2005 Agenda # 10.F
Please review the Insurance Certificate and Payment and Performance Bonds in this
Agreement for the referenced Contract. If everything is acceptable, please forward to the
County Attorney for further review and approval. I would appreciate it if you would
advise me when it has been forwarded.
If you have any questions, please contact me at ext. 6098.
CC: Karen Guliani, PUED
ITEM NO.:
Of
, , "'J ,.' r ",L
_ n- rl~/t 'vlr' I I'lc:.
~).>JNTY ATTORN['i
DATE RECEIVED:
2005 M~.R 30 AH 10: 32
.
-
FILE NO.:
ROUTED TO: ()5,.;{lfCC CO 19fT
DO NOT WRITE ABOVE THIS LINE
REQUEST FOR LEGAL SERVICES
Date:
March 29, 2005
To:
Robert Zachary
Assistant County Attorney
John P. Curranlf(!
Purchasmg Ai~nt
239/417-6098
From:
Re:
Contract #05-3743 "South County Regional Water Treatment Plant
Upgrade and Modifications"
Contractor: Mitchell & Stark Construction Co., Inc.
BACKGROUND OF REQUEST:
This contract was approved by the BCC on March 8, 2005
Agenda Item: 10.F
This item has not been previously submitted.
ACTION REQUESTED:
Contract review and approval.
OTHER COMMENTS:
Please forward to BCC for signature after approval. If there are any questions
concerning the document, please contact me. Purchasing would appreciate
notification when the documents exit your office. Thank you.
Cc-~
f-~~"~?
lOF
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SOUTH COUNTY REGIONAL WATER TREATMENT PLANT UPGRADES AND MODIFICATIONS
Collier County Water Department
COLLIER COUNTY BID NO. 05-3743
COLLIER COUNTY WATER-SEWER DISTRICT
VOLUME I OF II
-
-
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Design Professional:
Camp Dresser & McKee Inc.
9311 College Parkway, Suite 1
Fort Myers, Florida 33919
-
-
COLLIER COUNTY PURCHASING DEPARTMENT
3301 Tamiami Trail, East
Naples, Florida 34112
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lOF
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TABLE OF CONTENTS
A. PUBLIC NOTICE/LEGAL ADVERTISEMENT (PAGE ONE ONLY)
B. INSTRUCTIONS TO BIDDERS
C. BID PROPOSAL, BID SCHEDULE AND OTHER PROPOSAL DOCUMENTS
D. AGREEMENT
E. AGREEMENT EXHIBITS
EXHIBIT A: Performance and Payment Bond Forms
EXHIBIT B: Insurance Requirements
EXHIBIT C: Release and Affidavit Form
EXHIBIT D: Contractor Application for Payment Form
EXHIBIT E: Change Order Form
EXHIBIT F: Certificate of Substantial Completion Form
EXHIBIT G: Final Payment Checklist
EXHIBIT H: General Terms and Conditions
EXHIBIT I: Supplemental Terms and Conditions
EXHIBIT J: Technical Specifications
EXHIBIT K: Permits
EXHIBIT L:
Plans and Specifications prepared by Camp Dress & McKee Inc.,
and identified as follows South County Regional Water Treatment
Plant Upgrades and Modifications, as shown on Plan Sheets G-1,
C-1, A-1, A-2, S-1, S-2, M-1 through M-7, MD-1, H-1, H-2, E-1
through E-13, 1-1 through 1-5.
,.
lOF
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PUBLIC NOTICE
INVITATION TO BID
COLLIER COUNTY WATER - SEWER DISTRICT
COLLIER COUNTY, FLORIDA
South County Regional Water Treatment Plant Upgrades and Modifications
COUNTY BID NO. 05-3743
Separate sealed proposals for the construction of South County Regional Water
Treatment Plant Upgrades and Modifications, 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 24th day of November, 2004, at which time all
proposals will be publicly opened and read aloud. Any bids received after the time and
date specified will not be accepted and shall be returned unopened to the Bidder.
A mandatory pre-bid conference shall t)e held at the South County Regional Water
Treatment Plant Conference Room, 3851 Utilities Drive, Naples, Florida at 11:00 A.M.
LOCAL TIME on the 8th day of November, 2004, at which time all prospective Bidders
may have questions answered regarding the Bidding Documents for this Project. In
instances where the County has deemed the pre-bid to be Mandatory. the Bidder's
failure to attend the pre-bid conference shall result in the reiection of his bid.
Sealed envelopes containing bids shall be marked or endorsed "Proposal for County
Water-Sewer District, Collier County, Florida, South County Regional Water Treatment
Plant Upgrades and Modifications, for the Collier County Water Department, County Bid
No.05-3743, and Bid Date of November 24, 2004". No bid shall be considered unless it
is made on the Bid Proposal which is included in the Bidding Documents. The Bid
Schedule (WS-P-1 through WS-P-13) shall be removed from the Bidding Documents
prior to submittal.
One contract will be awarded for all Work. Bidding Documents may be examined in the
office of the Purchasing Department, Purchasing Building, 3301 Tamiami Trail East,
Naples, Florida 34112.
Copies of the Bidding Documents may be obtained only at the offices of the Purchasing
Department, upon payment of $125.00 for each set of documents to offset the cost of
reproduction. Return of the documents is not required, and the amount paid for the
documents is non-refundable.
The following plan room services may have obtained copies of the Bidding Documents
for the work contemplated herein:
McGraw-Hili Construction Dodge
2830 Winkler Avenue, Suite 104A
Ft. Myers, FL 33916
WS-PN-1
lOF
.
Each bid shall be accompanied by a certified or cashiers check or a Bid Bond in an
amount not less than five percent (5%) of the total Bid to be retained as liquidated
damages in the event the successful Bidder fails to execute the Agreement and file the
required bonds and insurance within ten (10) calendar days after the receipt of the Notice
of Award.
The successful Bidder shall be required to furnish the necessary Performance and
Payment Bonds, as prescribed in the General Conditions of the Contract Documents. All
Bid Bonds, Performance and Payment Bonds, Insurance Contracts and Certificates of
Insurance shall be either executed by or countersigned by a licensed resident agent of
the surety or' insurance company having its place of business in the State of Florida.
Further, the said surety or insurance company shall be duly licensed and qualified to do
business in the State of Florida. Attorneys-in-fact that sign Bid Bonds or Performance
and Payment Bonds must file with each bond a certified and effective dated copy of their
Power of Attorney.
In order to perform public work, the successful Bidder shall, as applicable, hold or obtain
such contractor's and business licenses, certifications and registrations as required by
State statutes and County ordinances.
Before a contract will be awarded for the work contemplated herein, the County shall
conduct such investigations as it deems necessary to determine the performance record
and ability of the apparent low Bidder to perform the size and type of work specified in the
Bidding Documents. Upon request, the Bidder shall submit such information as deemed
necessary by the County to evaluate the Bidder's qualifications.
The Successful Bidder shall be required to finally complete all Work within three
hundred forty-five (345) calendar days from and after the Commencement Date
specified in the Notice to Proceed.
The County reserves the right to reject all Bids or any Bid not conforming to the intent
and purpose of the Bidding Documents, and to postpone the award of the contract for a
period of time which, however, shall not extend beyond one hundred twenty (120) days
from the bid opening date.
Dated this 22nd day of October, 2004.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, NAPLES, FLORIDA
BY:
Stephen Y. Carnell
Purchasing Director
PART B -INSTRUCTIONS TO BIDDERS
lOF
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Section 1. Definitions
-
1.1 The term "Owner" used herein refers to the Board of County Commissioners, Ex-Officio the
Governing Board of the Collier County Water-Sewer District or its duly authorized representative.
1.2 The term "Project Manager" used herein refers to the Owner's duly authorized representative
and shall mean a Division Administrator or Department Director acting directly or through duly
authorized representatives.
1.3 The term "Design Professional" refers to the licensed professional engineer or architect who
is in privity with the Owner for the purpose of designing and/or monitoring the construction of the
project. Any or all duties of the Design Professional referenced under this Agreement may be
assumed at any time by the Project Manager on behalf of the Owner. Conversely, the Project
Manager may formally assign any of his/her duties specified in this agreement to the Design
Professional.
1.4 The term "Bidding Documents" includes the Legal Advertisement, these Instructions to
Bidders, the Bid Schedule and the Contract Documents as defined in the Agreement.
1.5 The term "Bid" shall mean a completed Bid Schedule, bound in the Bidding Documents,
properly signed, providing the Owner a proposed cost for providing the services required in the
Bidding Documents.
Section 2. Preparation of Bids
2.1 The Bids must be submitted on the standard form herein furnished by the Owner (pages WS-
P-1 through W8-P-13 as bound in these Bidding Documents). The Bidder shall complete the Bid in
ink or by typewriter and shall sign the Bid correctly. Bid Schedules submitted on disk/CD shall be
accompanied by a hard copy of the completed Bid Schedule which shall be signed and dated by the
Bidder. The Bid may be rejected if it contains any omission, alteration of form, conditional bid or
irregularities of any kind. Bids must be submitted in sealed envelopes, marked with the Bid Number,
Project Name, Bid Opening Date and Time, and shall be addressed to the Collier County Purchasing
Department, Purchasing Building, Collier County Government Complex, 3301 Tamiami Trail East,
Naples, Florida 34112. If forwarded by mail, the sealed envelope containing the Bid must be
enclosed in another sealed envelope addressed as above. Bids received at the location specified
herein after the time specified for bid opening will be returned to the bidder unopened and shall not
be considered.
WS-IB-1
Section 3. Bid Deposit ReQuirements
lOF
3.1 No Bid shall be considered or accepted unless at the time of Bid filing the same shall be
accompanied by a cashiers check, a cash bond posted with the County Clerk, a certified check
payable to Owner on some bank or trust company located in Naples, Florida insured by the Federal
Deposit Insurance Corporation, or Bid Bond, in an amount not less than 5% of the Bidder's maximum
possible award (base bid plus all add alternates) (collectively referred to herein as the "Bid Deposit").
The Bid Deposit shall be retained by Owner as liquidated damages if the successful Bidder fails to
execute and deliver to County the Agreement, or fails to deliver the required Performance and
Payment Bonds or Certificates of Insurance, all within ten (10) calendar days after receipt of the
Notice of Award. Bid Bonds shall be executed by a corporate surety licensed under the laws of the
State of Florida to execute such bonds, with conditions that the surety will, upon demand, forthwith
make payment to Owner upon said bond. Bid Deposits of the three (3) lowest Bidders shall be held
until the Agreement has been executed by the Successful Bidder and same has been delivered to
Owner together with the required bonds and insurance, after which all three (3) Bid Deposits shall be
returned to the respective Bidders. All other Bid Deposits shall be released within ten (10) working
days of the Bid Opening. No Bid including alternates, shall be withdrawn within one hundred and
twenty (120) days after the public opening thereof. If a Bid is not accepted within said time period it
shall be deemed rejected and the Bid Deposit shall be returned to Bidder. In the event that the
Owner awards the contract prior to the expiration of the one hundred twenty (120) day period without
selecting any or all alternates, the Owner shall retain the right to subsequently award said alternates
at a later time, but no later than one hundred twenty (120) days from opening, unless otherwise
authorized by the Purchasing Director.
3.2 The Successful Bidder shall execute five (5) copies of the Agreement and deliver same to
Owner within the time period noted above. The Owner shall execute all copies and return one fully
executed copy of the Agreement to Successful Bidder within thirty (30) working days after receipt of
the executed Agreement from Successful Bidder unless any governmental agency having funding
control over the Project requires additional time, in which event the Owner shall have such additional
time to execute the Agreement as may be reasonably necessary.
Section 4. Right to Reiect Proposals
4.1 Owner reserves the right to reject any and all Bids or to waive informalities and negotiate with
the apparent lowest, qualified Bidder to such extent as may be necessary for budgetary reasons.
Section 5. Signing of Bids
5.1 Bids submitted by a corporation must be executed in the corporate name by the president or a
vice president, and a corporate seal must be affixed and attested to by the secretary or assistant
secretary of the corporation. The corporate address and state of incorporation must be shown below
the signature.
5.2 Bid proposals by a partnership must be executed in the partnership name and signed by a
general partner whose title must appear under the signature and the official address of the
partnership must be shown below said signature.
5.3 If Bidder is an individual, his signature shall be inscribed.
WS-IB-2
5.4 If signature is by an agent or other than an officer of corporation or lnQ~artner :..
partnership, a properly notarized power of attorney must be submitted with the Bid.
5.5 All Bids shall have names typed or printed below all signatures.
5.6 All Bids shall state the Bidder's contractor license number.
5.7 Failure to follow the provisions of this section shall be grounds for rejecting the Bid as irregular
or unauthorized.
Section 6. Withdrawal of Proposals
Any Bid may be withdrawn at any time prior to the hour fixed in the Legal Advertisement for the
opening of Bids, provided that the withdrawal is requested in writing, properly executed by the Bidder
and received by Owner prior to Bid Opening. The withdrawal of a Bid will not prejudice the right of a
Bidder to file a new Bid prior to the time specified for Bid opening.
Section 7. Late Bids
No Bid shall be accepted that fails to be submitted prior to the time specified in the Legal
Advertisement.
Section 8. Interpretation of Contract Documents
8.1 No interpretation of the meaning of the plans, specifications or other Bidding Documents shall
be made to a Bidder orally. Any such oral or other interpretations or clarifications shall be without
legal effect. All requests for interpretations or clarifications shall be in writing, addressed to the
Purchasing Department, to be given consideration. All such requests for interpretations or
clarification must be received at least ten (10) calendar days prior to the Bid opening date. Any and
all such interpretations and supplemental instructions shall be in the form of written addendum which,
if issued, shall be sent by mail or fax to all known Bidders at their respective addresses furnished for
such purposes no later than three (3) working days prior to the date fixed for the opening of Bids.
Such written addenda shall be binding on Bidder and shall become a part of the Bidding Documents.
8.2 It shall be the responsibility of each Bidder to ascertain, prior to submitting his Bid, that he has
received all addenda issued and he shall acknowledge same in his Bid.
8.3 As noted in the Legal Advertisement, attendance by all bidders at the Pre-Bid Conference is
mandatory. In instances were the County has deemed the pre-bid to be mandatory. the
Bidder's failure to attend the pre-bid conference shall result in the reiection of his bid.
Section 9. Examination of Site and Contract Documents
9.1 By executing and submitting his Bid, each Bidder certifies that he has:
a. Examined all Bidding Documents thoroughly;
WS-IB-3
lOF
.
-
b. Visited the site to become familiar with local conditions that may in any manner affect
performance of the Work;
c. Become familiar with all federal, state and local laws, ordinances, rules, and regulations
affecting performance of the Work; and
d. Correlated all of his observations with the requirements of bidding documents.
No plea of ignorance of conditions or difficulties that may exist or conditions or difficulties that
may be encountered in the execution of the Work pursuant to these Bidding Documents as a result
of failure to make the necessary examinations and investigations shall be accepted as an excuse for
any failure or omission on the part of the Successful Bidder, nor shall they be accepted as a basis for
any claims whatsoever for extra compensation or for an extension of time.
9.2 The Owner will make copies of surveys and reports performed in conjunction with this Project
available to any Bidder requesting them at cost; provided, however, the Owner does not warrant or
represent to any Bidder either the completeness or accuracy of any such surveys and reports.
Before submitting his Bid, each Bidder shall, at his own expense, make such additional surveys and
investigations as may be necessary to determine his Bid price for the performance of the Work within
the terms of the Bidding Documents.
Section 10. Material ReQuirements
It is the intention of these Bidding Documents to identify standard materials. When space is provided
on the Bid Schedule, Bidders shall specify the materials which they propose to use in the Project.
The Owner may declare any Bid non-responsive or irregular if such materials are not specifically
named by Bidder.
Section 11. Bid Quantities
Quantities given in the Bid Schedule, while estimated from the best information available, are
approximate only. Payment for unit price items shall be based on the actual number of units installed
for the Work. Bids shall be compared on the basis of number of units stated in the Bid Schedule as
set forth in the Bidding Documents. Said unit prices shall be multiplied by the bid quantities for the
total Bid price. Any Bid not conforming to this requirement may be rejected. Special attention to all
Bidders is called to this provision, for should conditions make it necessary or prudent to revise the
unit quantities, the unit prices will be fixed for such increased or decreased quantities. Compensation
for such additive or subtractive changes in the quantities shall be limited to the unit prices in the Bid.
Subsequent to the issuance of a notice to proceed, the Project Manager shall have the discretion to
re-negotiate any unit price(s) where the actual quantity varies by more than 25% from the estimate at
the time of bid.
Section 12. Award of Contract
Any prospective bidder who desires to protest any aspect(s) or provision(s) of the bid invitation shall
file his protest with the Purchasing Director in writing prior to the time of the bid opening.
WS-IB-4
Award of contract shall be made to the lowest, responsive and qualified Bidde~Q,Ened on ~
basis of the entire Bid and the Owner's investigations of the Bidder. In determining the lowest,
responsive and qualified bidder, the Owner shall consider the capability of the Bidder to perform the
contract in a timely and responsible manner through its use of subcontractors. The Owner may reject
all bids proposing the use of any subcontractors who have been disqualified from bidding the County,
disqualified or de-certified for bidding purposes by any public contracting entity, or who has exhibited
an inability to perform through any other means. When the contract is awarded by Owner, such
award shall be evidenced by a Notice of Award, signed by the Project Manager of Owner and
delivered to the intended awardee or mailed to awardee at the business address shown in the Bid.
Award of Contract will be made by the Board of County Commissioners in public session. Award
recommendations will be posted outside the offices of the Purchasing Department generally on
Wednesdays and Thursdays. Any actual or prospective bidder who desires to formally protest the
recommended contract award must file a notice of intent to protest with the Purchasing Director
within two (2) calendar days (excluding weekends and holidays) of the date that the recommended
award is posted. Upon filing of said notice, the protesting party will have five (5) days to file a formal
protest and will be given instructions as to the form and content requirements of the formal protest. A
copy of the "Protest Policy" is available at the offices of the Purchasing Director.
For Bidders who may wish to receive copies of Bids after the Bid opening, The County reserves the
right to recover all costs associated with the printing and distribution of such copies.
Section 13. Sales Tax
Collier County, Florida as a political subdivision of the State of Florida, is exempt from the payment of
Florida sales tax to its vendors under Chapter 212, Florida Statutes. All successful bidders will be
provided a copy of Collier County's Certificate of Exemption (#21-07 -019995-53c) upon contract
award.
Corporations, Individuals and other entities are impacted by Chapter 212, Florida Statutes according
to the type of service, sale of commodity or other contractual arrangement to be made with Collier
County. By submittal of a properly executed response to a Bid Proposal from Collier County, Florida
the Bidder is acknowledging that he is aware of his statutory responsibilities for sales tax under
Chapter 212, Florida Statutes.
Collier County is also exempt from most Federal excise taxes. By submittal of a properly executed
response to a Bid Proposal from Collier County, Florida, the Bidder is acknowledging that he is aware
of his responsibilities for Federal excise taxes.
Section 14. Exclusion of County Permits in Bid Prices
14.1 To ensure compliance with Section 218.80, F.S., otherwise known as "The Public Bid
Disclosure Act", Collier County will pay for all Collier County permits and fees, including license
fees, permit fees, impact fees or inspection fees applicable to this work through an internal budget
transfer(s). Hence, bidders shall not include these permit/fee amounts in their bid offer. However,
the successful bidder shall retain the responsibility to initiate and complete all necessary and
appropriate actions to obtain the required permits other than payment for the items identified in this
section.
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.
WS-IB-5
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.
Section 15. Use of Subcontractors
15.1 To ensure the work contemplated by this contract is performed in a professional and timely
manner, all subcontractors shall be "qualified" as defined in Collier County Ordinance 87-25, meaning
a person or entity that has the capability in all respects to perform fully the contract requirements and
has the integrity and reliability to assure good faith performance. A subcontractor's disqualification
from bidding by the Owner, or other public contracting entity within the past twelve months shall be
considered by the Owner when determining whether the subcontractors are "qualified."
15.2 The Owner may consider the past performance and capability of a subcontractor when
evaluating the ability, capacity and skill of the Bidder and its ability to perform the contract within the
time required Owner reserves the right to disqualify a Bidder who includes subcontractors in its bid
offer which are not "qualified" or who do not meet the legal requirements applicable to and
necessitated by this Contract.
Section 16. Prohibition of Gifts
No organization or individual shall offer or give, either directly or indirectly, any favor, gift, loan, fee,
service or other item of value to any County employee, as set forth in Chapter 112, Part III, Florida
Statutes, Collier County Ethics Ordinance No. 2003-53, and County Administrative Procedure 5311.
Violation of this provision may result in one or more of the following consequences: a. Prohibition by
the individual, firm, and/or any employee of the firm from contact with County staff for a specified
period of time; b. Prohibition by the individual and/or firm from doing business with the County for a
specified period of time, including but not limited to: submitting bids, RFP, and/or quotes; and, c.
immediate termination of any contract held by the individual and/or firm for cause.
.
WS-IB;,.6' .
~ COLLIER COUNTY GOVERNMENT 1 0 F
PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL
ADMINISTRATIVE SERVICES DIVISION PURCHASING BUILDING
NAPLES, FLORIDA 34112
(239) 774-8407
FAX (239) 732-0844
.
-
www.colliergov.net
ADDENDUM
DATE: November 19, 2004
TO: Interested Bidders j)
FROM: Lyn M. Wood, C.P.M.
Purchasing Agent
SUBJECT: Addendum # 2 - Bid #05-3743 - "South County Regional Water
Treatment Plant Upgrades and Modifications"
Addendum #2 covers the following change for the referenced Bid:
Change: The bid due date from November 24, 2004 to December 3. 2004 at 2:30 pm.
Addendum #1 will be issued on November 22, 2004.
If you require additional information please call Karen Guliani, Public Utilities
Engineering Department at 239/417-6083 or me at 239/732-2667 or bye-mail at
Iynwood@colliergov.net.
cc: Karen Guliani, PUED
Rick Shelton, CDM
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.
-
COLLIER COUNTY GOVERNMENT
PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL
ADMINISTRATIVE SERVICES DIVISION PURCHASING BUILDING
NAPLES, FLORIDA 34112
(239) 774-8407
FAX (239) 732-0844
www.colliergov.net
ADDENDUM
DATE:
November 22, 2004
TO:
Interested Bidders
FROM:
Lyn M. Wood, C.P.M.
Purchasing Agent
SUBJECT: Addendum # 1 - Bid #05-3743 - "South County Regional Water
Treatment Plant Upgrades and Modificatons"
Addendum #1 covers the following changes for the referenced Bid:
Change:
VOLUME 2 OF 2
1. Section 01010. Summary of Work
Replace Section 01010, Summary of Work in its entirety with new Section 01010
attached.
2. Section 01014, Construction Seauence
Replace Section 01014, Construction Sequence in its entirety with new Section
01014 attached.
3. Section 01030. Special Proiect Procedures
Page 01030-1, Article 1.01, B, line 3 after the word manufacturers insert "as
specified in Section 01010 and other sections of these Specifications."
Page 10f6
5.
Section 01150. Measurement and Payment (Pay Item Descriptions) 1 0 F
Replace Section 01150, Measurement and Payment (Pay Item Descriptions) in its
entirety with new Section 01150 attached.
Section 01152. Application for Payment
Page 01152-1, Article 1.02,0, delete Section 00420 and replace with "Sections
01370 and Exhibit "0"."
4.
6. Section 01200. Proiect Meetings
Page 01200-1, Article 1.02,A, delete Section 00100 and replace with "Volume I"."
7. Section 01625. Plant Startup
Page 01625-2, Article 3.02, A, line 2, after the word CONTRACTOR insert the
following "with assistance from the Pump Supplier's personnel for the Plant High
Service Pump System and appurtenances."
Page 01625-7, Article 3.04, B, line 3 after the word CONTRACTOR insert the
following "with assistance from the Pump Supplier's personneL"
Page 0165-7, Article 3.04, B, line 7 after the word personnel insert the following
"with assistance from the Pump Supplier's personneL"
Page 01625-7, Article 3.04, E, line 4 after the word personnel insert the following
"with assistance from the Pump Suppliers personnel."
8. Section 09902-Paint and Labeling
Page 09902-18, after the Description High Service Pump Discharge Pipe..., insert
a new description:
Waste and Vent Pipes
(Interior and Exterior)
White
Match Background
9. Section 11207. Corrosion Resistant Submersible Sump Pumps
Page 11207-3, Article 1.06, (C) (D), delete paragraphs in its entirety and replace
with new 1.06(C) and (D):
"C. Each pump shall have a capacity of 50 gpm at 15-ft total head and shall be
driven by a 60 Hz, 1 Hp, 1750, 120V, 1-phase rpm motor.
D. Pump shall include a low water shutoff float."
Page 11027-4, Article 2.01, I, second line, delete TEFC and replace with
"submersible."
Page 2 of6
10.
Section 11214. Vertical Turbine Can Pumps 1 0 F
Replace Section 11214, Vertical Turbine Can Pumps in its entirety with new
Section 11214 attached.
.
-
11. Section 13300. Process Instrumentation and Controls - General Provisions
Page 13300-2, Article 1.01 ,Q, add new "4. Provide HMI graphics configuration and
PLC programming for new ControLogix" and renumber.
Page 13300-10, 1.06,D, rearrange bullets to alphabetical order.
Page 13300-18, 3.02, add new item C "Individual aRT, FDT, and SAT shall be
conducted and coordinated to match the construction phasing and/or sequencing
of equipment. A final aRT, FDT and SAT shall be conducted upon the completion
of construction phasing and/or sequencing of equipment." and renumber.
12. Section 15500. HVAC
Page 15500-1, Article 1.01, F (1) second sentence delete the words "req u i rements
of Section 02050 and the Owner" and replace with "Engineer and Owner."
Page 15500-26, 2.15,8, and number 2. before the words "Exhaust Fans EF-1 to
EF-4,
13. Section 16000. Electrical - General Provisions
Page 16000-1, 1.01 ,C,4 delete in its entirety and replace with new number 4.
"Conduit, wiring and terminations for owner supplied variable frequency drives.
Complete installation and testing of owner supplied VFDs."
Page 16000-2,1.01, H, I and J delete and replace with new H, I and J attached.
"H. Contractor shall coordinate with Owner and pump manufacturer for electrical
work to disconnect existing High Service Pumps No.1, 2 and 3 motors and
starters. Contractor shall coordinate with Owner and pump manufacturer for
the installation of new High Services Pumps No.1, 2 and 3 motors and
VFD's. Contractor shall coordinate with sequence of construction set forth in
Section 01010 and Section 01014.
I. Contractor shall provide all electrical work to disconnect existing High Service
Pumps No.4, 5 and 6 motors for testing. Contractor shall provide all
electrical work to reinstall High Service Pumps No.4, 5 and 6 motors, after
testing.
J. Contractor shall coordinate with pump manufacturer for the testing and study
report for existing High Service Pumps No.4, 5, and NO.6. Testing of motors
shall comply with Section 16150 and Section 01014 requirements."
Page 3 of6
14. Section 16110. Raceways, Boxes, Fittings and Supports
lOF
Insert new pages 16110-1 and 16110-2 attached.
15. Section 16370.480 Volt Variable Frequency Drives (Installation)
Replace Section 16370, 480 Volt Variable Frequency Drives (Installation) in its
entirety with new Section 16370 attached.
ON THE DRAWINGS
1. Sheet S-1
Replace Sheet S-1 with new attached Sheet S-1.
2. Sheet S-2
Replace Sheet S-2 with new attached Sheet S-2.
3. Sheet M-2
Replace Sheet M-2 with new attached Sheet M-2.
4. Sheet MD-1
Replace Sheet MD-1 with new attached Sheet MD-1.
5. Sheet E-3
Replace Sheet E-3 with new attached Sheet E-3.
6. Sheet E-5
Replace Sheet E-5 with new attached Sheet E-5.
7. Sheet E-6
Replace Sheet E-6 with new attached Sheet E-6.
8. Sheet E-7
Replace Sheet E-7 with new attached Sheet E-7.
9. Sheet E-9
Replace Sheet E-9 with new attached Sheet E-9.
10. Sheet E-10
Replace Sheet E-10 with new attached Sheet E-10.
Page 4 of6
11. SheetE-11
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..
Replace Sheet E-11 with new attached Sheet E-11.
12. Sheet E-12
Replace Sheet E-12 with new attached Sheet E-12.
13. Sheet E-13
Replace Sheet E-13 with new attached Sheet E-13.
QUESTIONS AND RESPONSES
A number of questions asked have not been specifically answered because they
addressed areas that are in this Addenda NO.1 and in the Contract Documents.
a. No raceway system is shown for the fiber-optic cable shown on sheet E-5 that runs
between the Existing Network Switch (Located in the RO Facility) and the Chemical
Building PLC. Please confirm the Fiber Optic Cable is existing?
A. On sheet E-3, Note 7 states: "Contractor shall provide 2" conduit with Fiber Optic
Data Highway per manufacturer from new chemical PLC, located in chemical
building, to existing Network Switch, located in existing PLC room, in the existing
R.O. Facility. Provide pullboxes, connections, etc. as required.". The Contractor is
supposed to provide a new 2" conduit with fiber optic cable, along with all
appurtenances, from the new chemical PLC to the existing Network Switch.
Q. The starters shown on sheet E-12 for the Sump Pumps are called out as size 4.
Please confirm they should be called out as size O?
A. On the Drawings - Sheet E-12. At location 8, 3, Change the sump pump starter
callout from, "NEMA 4X 316 SS Size 4, combination motor starter (typ)" to read
"NEMA 4X 316 SS Size1, combination motor starter (typ)".
a. On the Drawings Sheet E-5 from VFD-1,2 and 3 0 PLC-3 there is a 3/4" conduit with
1-2/C #16 SH Cable and 1-3/4" with 8#14 going to PLC-3. On drawing E-9, there
are 2-2/C 16 SH in a 2" conduit from the VFD's to PLC-3. Also, 6#14 in a 3/4"
conduit from VFD's to PLC-3. Are these supposed to be in addition to or is this a
misprint? Please advise?
A. On new Sheet E-5, 2-2/C #16 SH-1" and 8#14-3/4" is shown from the VFD's to the
existing PLC-3 twice. Remove only one of the two conduit and wire callouts. On
new Sheet E-9, delete the typical wire and conduit callouts from the VFD's to
existing PLC-3.
Page 5 of6
a. Please locate PLC-3 for me. I could not find it on the drawings.
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.
A. On new Sheet E-9, the location of PLC-3 is shown to be located on the second floor
in the PLC room.
Replace: the Contract Proposal pages WS-P-2 through WS-P-2d from the original
packet with the attached revised Proposal Pages, WS-P-2 through WS-P-
2e. Bidders must use the Addendum Proposal Page in order to be
considered for award.
If you require additional information please call Karen Guliani, Public Utilities
Engineering Department at 239/417-6083 or me at 239/774-8425 or bye-mail at
Iynwood@colliergov.net.
NOTE: Words struck through have been deleted, words underlined have been added.
cc: Karen Guliani, PUED
Rick Shelton, COM
Page 6 of6
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.
Addendum No. I
BID PROPOSAL
COLLIER COUNTY, FLORIDA
SOUTH COLLIER REGIONAL WATER TREATMENT PLANT
MODIFICA nONS AND UPGRADES
BID NO, 05-3738
ITEM
NO.
ESTTh1ATED
QUANTITY BRIEF DESCRIPTION OF ITEMS(l)
($)
TOTAL PRICE
A. BASE BID
1.
L.S.
South County Regional Water Treatment
Plant Modifications and Upgrades to the
Chemical Feed Building, Chlorination
Facilities, Odor Control & Chemical
Storage Area, and High Service Pump
Station Improvements Except for
Those Bid Items Hereinafter Listed
Separately.
$
2.
L.S.
Performance and Payment Bond
Premiums and Insurances.
$
3.
L.S.
Mobilization
$
4.
L.S.
Demobilization
$
(2)TOT AL LUMP SUM BASE BID FOR PROJECT (SUMMA nON OF
BID ITEMS 1,2, 3 AND 4): $
(Figures)
5. Lump Sum Allowance for Collier County Contract Amendments
$
300,000.00
6. (2)TOTAL LUMP SUM BASE BID FOR PROJECT (SUMMATION OF BID ITEMS 1, 2,3,4, and 5):
(In Words)
$(
).
(Figures)
(I) See Section 01150 for Pay Item Descriptions.
(2) If awarded, contract to be awarded on the Base Bid Only. No Deductible or Additive Alternate Bid Items shall
be considered in the Award of the Project and shall be in accordance with Instruction to Bidders, Section 12 _
"Award of Contract"..
6295-41350/11/19/2004
WS-P-2
TPA C:IDocumenls and SetlingslhaeckerSIDesktoplAddenduml8ld Proposal.doc
Addendum No. 1
SOUTH COLLIER REGIONAL WATER TREATMENT PLANT
MODIFICATIONS AND UPGRADES
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.
-
BID NO. 05-3743
To assist in the evaluation of the bids and his qualifications to perform the work under the Contract, the Bidder
shall submit the following breakdown to show his allocation among the general items which comprise the Lump
Sum Price for the Base Bid:
Item ($) ($)
No. Unit Description Amount Total
1. Vertical Turbine High Service Pumps:
(a) Structural
(1) Structural $
(2) Remaining Structural & Accessories $
(b) Electrical $
(c) Equipment:
(1) Remove, Salvage and Package Three (3)
Existing Vertical Turbine Pumps, Piping,
Valves, Fittings, Starters and Accessories. $
(2) Install Three (3) Vertical Turbine High
Service Pump Nos. 1,2 & 3 and Electric
Motors Furnished by COUNTY. $
(3) Furnished By COUNTY Three (3) New
Variable Frequency Drives and Installed by
CONTRACTOR Complete With Electrical
and Instrumentation Modifications and
Accessories for Pump Nos. 1, 2 & 3. $
(4) Install Three (3) New 16" Slanting
Disc Check Valves with Top Buffers
and Three (3) New BFV's Furnished
by COUNTY and Installed by Pump
Manufacture and Accessories. $
(5) Modifications to Existing 20" Steel
Pump Common Header and Three (3)-
16" Individual Pump Discharge Lines,
Three (3) 16" Couplings, Six (6) Pipe
Supports, Modifications to Existing
Three (3) Pump Can Supports and
Accessories by Pump Manufacture. $
(6) Remove Existing Vertical Turbine Pump
No.4, Inspect Existing Steel Cans Interior
and Rehabilitate the Pump Column Discharge
Pipe and Pump Discharge Header for
Acceptable Condition, Sandblast, NSF
Coating and Place Back Into Operation. $
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W S - P -2 a TPA C:\Documenls and SetlingslhaeckerS\DesktoplAddendurmo0470,doc
Addendum No. I
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.
Item
No.
($)
Total
2. Improvements to Chemical Feed Building:
(a) Structural Modifications $
(b) Electrical:
(1) Remove Existing Enunciator Panel
and Furnish and Install a New
Enunciator Panel. $
(2) Remove Existing Fan and Ductwork.
Furnish and Install Split AC Unit
In Electronic Room. $
(3) Remaining Electrical Work and Accessories. $
(c) Architectural:
(1) Remove and Replace Existing Door(s),
Hardware and Accessories. $
(2) Install New Floor Covering. $
(3) Paint Interior Walls and Ceiling $
(4) Remaining Architectural and Accessories. $
(d) Equipment:
(1) Remove Existing Hexametaphosphate and
Polymer Feed Systems and Accessories. $
(2) Relocate Sodium Silicofluoride Feed System
To Location of Former Hexametaphosphate
Feed System. $
(3) Furnish and Install New Polymer Feed
System Complete with New Piping, Valves,
Fittings and Accessories. $
(4) Remaining Equipment and Accessories. $
6295-41350/11/19/2004 WS-P-2b TPA C:IDocuments and SeltingslhaeckerSIDeskloplAddenduml00470doc
Unit Description
(d)
(7) Remove Existing Vertical Turbine Pump
No.5, Inspect Existing Steel Cans Interior
and Rehabilitate the Pump Column Discharge
Pipe and Pump Discharge Header for
Acceptable Condition, Sandblast, NSF
Coating and Place Back Into Operation.
(8) Remaining Equipment and Accessories.
Piping, Valves and Fittings:
(1) Remove, Salvage and Transport Existing
20" Common Header Piping, Valves and
Fittings to On site Storage Facilities.
(2) Furnish and Install New Piping, Fittings, 20"
BFV and Couplings in Existing 20" Steel
Common Plant Discharge Headers.
(3) Replace Existing 6" BFV With A New
6" BFV in the Existing Pipeline for the
Filter Surface Wash System.
(4) Remaining Piping, Valves, Fittings
and Accessories.
Miscellaneous Work:
(1) Maintenance of Flow
(2) Miscellaneous Work
(e)
-
($)
Amount
$
$
$
$
$
$
$
$
$
Addendum No.1
lOF .
Item ($) ($)
No. Unit Description Amount Total
(e) Piping, Valves, Fittings and Accessories $
(f) Miscellaneous Work:
(1) Maintenance of Flow $
(2) Miscellaneous Work $ $
3. New Exhaust Fans and Gravity Louvers
In Existing Chemical Room:
(a) Structural Modifications $
(b) Electrical $
(c) Equipment:
(1) Install Four (4) New Exhaust Fans
Furnished and Installed By CONTRACTOR
and Accessories in Existing Chemical Room. $
(2) Install Four (4) New Gravity Louvers,
Two (2) 24"xI6" and Two (2) 24"x40,"
Furnished and Installed by CONTRACTOR
and Accessories in Existing Chemical Room. $
(3) Remaining Equipment & Accessories $
(d) Piping, Valves and Fittings and Accessories $
(e) Miscellaneous Work:
(1) Maintenance of Flow $
(2) Miscellaneous Work $ $
4. Odor Control and Chemical Storage Area:
(a) Structural
(1) Reinforced Concrete Retaining Curb
and Sump Pump Inlet Wells $
(2) Remaining Structural & Accessories $
(b) Electrical $
(c) Equipment
(1) Three (3) Submersible Sump Pumps and
Controls $
(2) Remaining Equipment & Accessories $
(d) Piping, Valves & Fittings $
(e) Miscellaneous Work $ $
5. Chlorine System Upgrade:
(a) Structural
(b) Electrical
(c) Equipment
(1) Remove, Salvage, Package and
Transport to North COUNTY Regional
WTP, One (1) Existing Four (4)
One Ton Beam Scale Located in
the Chlorine Room.
$
$
$
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Addendum No. 1
Item
No.
lOF ·
Unit Description
($)
Amount
($)
Total
(d)
(e)
(2) Remove and Relocate One (1) Existing
Six (6) Cylinder One Ton Cylinder Beam
Scale to a New Location in the Chlorine
Room, Replacing the Existing Four (4)
One Ton Cylinder Scale.
(3) Install One (1) New Seven (7) Cylinder
One (1) Ton Beam Scale Furnished and
Installed by the CONTRACTOR in the
Existing Chlorine Room Complete with
Accessories.
Piping, Valves & Fittings
Miscellaneous Work
(1) Maintenance-of-Flow
(2) Miscellaneous Work
$
$
$
$
$
$
6. Instrumentation:
(a) Field and Panel Mounted Instruments
(b) Process Instrumentation Systems
(c) Remaining Equipment and Accessories
$
$
$
$
7. Miscellaneous:
(a) Bonds & Insurances
(b) Indemnification
(c) Mobilization
(d) Demobilization
$
$
$
$
$
8. Section 01310, Progress Schedule Submittals:
(a) Interim Schedule
(b) Detailed Schedule
(c) Monthly Status Report
(d) Quarterly Status Report
(e) Start-up Schedule
(t) As-Built Schedule
$
$
$
$
$
$
$
TOT AL BASE (SUMMATION OF ITEMS 1 THROUGH 8) $
(Figures)
Notes:
(1) The Base Bid Total above, must equal the Bidder's Base Bid (Section "C"). Any disparity may result in
disqualification of the Bidder.
(2) It is understood that the allocations of prices listed above which comprise the Lump Sum Bid for the
Base Bid are part of the Proposal and will be used in evaluation of the Apparent Low Bidder's Bid and
are binding upon the CONTRACTOR.
6295-41350/11/19/2004
WS-P-2d TPA C:\Documents and Setllngs\haeckerSIDesktoplAddendUml00470,doc
(3)
Addencium No.1
"Miscellaneous Work" included in the above items is: fabricated metals: painting n1 cQEin
structural; liquid transferring; testing; cleanup; maintenance of flow; and any Work, materia.ls and
equipment that may reasonably be inferred from the Contract Documents as being required to
produce the intended result will be supplied whether or not specifically called for.
.
END OF SECTION
6295-41350/11/19/2004
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Addendum No. 1
SECTION 01010
lOF
SUMMARY OF WORK
PART I-GENERAL
1.01 LOCATION OF WORK
A. All of the work of this Contract is located at the South County Regional Water Treatment Flant
on property owned by Collier County, Florida, in the areas as shown on the Drawings.
1.02 WORK TO BE DONE
A. The Work to be done is generally described as follows:
1. Improvements to the High Service Pump Stations
2. Improvements to the Chemical Feed Building
3. Improvements to the Chlorine Scale System
4. Improvements in the Odor Control and Chemical Storage Area
B. The OWNER has elected to pre-purchase equipment for pre-sale tax savings on some of the
following equipment and the CONTRACTOR and the EQUIPMENT PUMP SUPPLIER shall
install the specified equipment and accessories in the respective locations as shown on the plans
and in accordance with these Specifications and Construction Documents.
PRE-PURCHASED EQUIPMENT
OWNER FURNISHED ITEMS:
1. Three (3) New 3,250 gpm Vertical Turbine High Service Pumps and Electric Motors installed
by Pump Supplier.
2. Three (3) New Variable Frequency Drive Units for High Service Pump Control. The Pump
Equipment Supplier shall coordinate the VFD drives with pumps and motors and unit
responsibility, and for the CONTRACTOR to install in accordance with the specifications
and the Construction Drawings.
3. Three (3) New 16" Slanting Disc Flanged Check Valves (SDCVs) with Top Buffers, Three
(3) New Flanged 16" Butterfly Valves (BFVs), Air Relief Valves, Pipe Supports, Spool Pipe
Connector Pieces and Accessories as required to connect to the High Service Pump Common
Discharge Pipeline. Header and all equipment in item #3 to be installed by Pump Supplier.
4. Three (3) New Flanged 20" BFVs to Replace Existing 20" BFVs on the 20" Common Pump
Discharge Header to be installed by CONTRACTOR.
5. One (1) New 6" BFV to Replace the Existing 6" BFV in the existing 6" Pipeline for the Filter
Surface Wash System by Pump Supplier.
6. One (1) 6" Mud Valve to be installed by CONTRACTOR in the existing Chemical Piping
Trench in the Odor Control and Chemical Storage Area.
CONTRACTORS FURNISHED ITEMS:
1. Four (4) New Exhaust Fans and Four (4) New Gravity Louvers to be Installed in the
Chemical Feeder Building.
2. New WetIDry Polymer Feed System in Chemical Feeder Building.
3. New Doors and Accessories in Chemical Feeder Building.
4. One (1) new seven (7) one (1) Ton Cylinder Beam Scale in Chlorine Room.
5. Three (3) Submersible Sump Pumps and Controls for Odor Control and Storage Area.
6. Piping, Valves, Fittings and accessories as required to place project into operation.
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7. Miscellaneous Electrical and Instrumentation equipment and accessories as requirel 0 F
8. All other work shown on the drawings and specified herein.
-
.
B. The CONTRACTOR shall furnish all labor, materials, equipment, tools, services and incidentals
necessary for proper execution, testing to complete all work required by these Specifications and
as shown on the Drawings to construct the Modifications and Upgrades to the Chemical Feed
Building, Odor Control and Storage Area and High Service Pump Improvements and supporting
appurtenances.
C. The CONTRACTOR shall perform the work complete, in place, and ready for continuous
service, and shall include repairs, testing, permits, cleanup, replacements and restoration required
as a result of damages caused during this construction. The work shall include all civil,
mechanical, structural, architectural, electrical, instrumentation, painting, demolition,
miscellaneous modifications, maintenance of flow, and accessories.
D. All materials, equipment, skills, tools and labor which is reasonably and properly inferable and
necessary for the proper completion of the work in a substantial manner and in compliance with
the requirements stated or implied by these Specifications or Drawings shall be furnished and
installed by the CONTRACTOR without additional compensation, whether specifically indicated
in the Contract Drawings or not.
E. The CONTRACTOR shall comply with all municipal, county, state, federal, and other codes that
are applicable to the proposed construction work including the OWNER's "Utility Standards
Manual and Ordinances".
1.03 GENERAL DESCRIPTION OF CONTRACT
A. The following list of structures and equipment is presented solely to convey a general description
of the principal elements to be provided under this contract, but not limited to:
1. High Service Pump Station Improvements
a. Removal, salvage and package by the Pump Supplier of three (3) existing vertical turbine
high service Pumps Nos. 1,2 and 3, from the existing pump cans in the pump room
including piping, valves, fittings and accessories and delivery to COUNTY at a
designated location on the plant site.
b. Removal, salvage and package by the CONTRACTOR of three (3) existing Pump Nos. 1,
2 and 3 starters and accessories from the existing Electrical Room and delivery to
COUNTY at a designated location on the plant site.
c. Three (3) new vertical turbine high service pumps and accessories (for Pump Nos. 1, 2
and 3), furnished by the COUNTY and installed under this contract by the Pump Supplier
in the existing cans for Pump Nos. 1, 2 and 3 in the pump room, including modifications
to the existing pump can support mounting baseplate assembly, perform ultrasonic (UT)
inspection of each pump can in accordance with the applicable parameters described in
Section 11214, Article 2.03 (1), and take photographs documenting the condition with a
letter report on can conditions. If the existing cans are in acceptable condition as
approved by the ENGINEER and OWNER, sand blast cans and accessories, and apply a
NSF certified coating to the existing pump cans and new column pipes. If the cans and
accessories are not in acceptable condition, any additional modifications shall be
performed under a change order at an additional cost to the COUNTY.
d. Install Three (3) new variable frequency drives furnished by COUNTY and installed by
CONTRACTOR complete with electrical system and instrumentation modifications and
accessories for high service pump control and operations for Pump Nos. 1,2, and 3.
e. The Pump Suppler shall remove an each existing high service pump discharge pipe,
valves, fittings, AR V s, pipe supports, and replace with a new 16" diameter slanting disc
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check valve (SDCVs) and isolation 16" BFV furnished by COUNTY complete wl 0 F
piping, couplings, steel common header modifications, pipe supports, air relief valve
facilities and miscellaneous appurtenances required to connect to the modified steel
common discharge header as shown on the drawings.
f. Modification to the existing discharge header for Pump Nos. 1, 2 and 3 and installation of
one (1) 6-inch diameter BFV under this contract by the Pump Supplier.
g. Replace existing 20" flanged butterfly valves (BFVs), piping, coupling and accessories
on the plants 20" common discharge header and install three (3) new 20" flangeBFV's
furnished by COUNTY and installed by CONTRACTOR, complete with new piping,
couplings, testing, disinfection, maintenance-of-flow, and appurtenances. This
replacement operation to be completed in approximately 4-6 hours of a time when plant
is at a low production rate and when storage tanks are full.
h. The Pump Supplier shall remove Pumps Nos. 4, 5 and 6, inspect condition of existing
pump cans and pump discharge column pipes and pump discharge headers, conduct
ultrasonic (UT) inspection of the pump can in accordance with the applicable parameters
described in Section 11214, Article 2.03(1), and take photographs documenting the
condition to submit with a letter report on conditions. If in acceptable condition as
approved by ENGINEER and OWNER, sandblast cans and accessories, and apply a NSF
certified coating to the existing cans and vertical turbine Pump Nos. 4, 5 and 6, and repair
or replace impellers upon inspection as described in Section 11214, Article 1.07(A). The
Pump Supplier shall also megger motors in conformance with Section 16150, Article 3.2
(Tests and Checks), reinstall, test, disinfect and place back into operation. Any other
modifications or repairs shall be performed under a change order at an additional cost to
the COUNTY.
2. Chlorine Cylinder Scale Modifications by CONTRACTOR
a. Remove, salvage, package and transport to the North Collier County Regional Water
Treatment Plant one (1) existing four (4) one (1) ton cylinder beam scale located in the
existing Chlorine Building.
b. Remove and relocate the existing six (6) one (1) ton cylinder beam scale to the location in
the chlorine room formally occupied the four (4) one (1) tone cylinder beam scale.
c. Furnish and install one (1) new seven (7) one (1) ton cylinder beam scale in the existing
chlorine room complete with accessories, tested and ready for operation.
d. After all equipment is installed, the OWNER to furnish and connect all process piping,
valves, fittings and accessories to the new and relocated scale system.
3. Chemical Feed Building Upgrades and Modifications by CONTRACTOR.
a. Furnish and install four (4) new wall exhaust fans and four (4) new gravity louvers
complete with accessories.
b. Furnish and install new polymer feed system.
c. Remove existing hexametaphosphate and polymer feed system.
d. Relocate existing sodium silicofluoride feed system to location of former
hexametaphosphate feed system.
e. Remove and replace all doors.
f. Paint interior ceiling and walls.
g. Install new floor covering.
4. Odor Control Area Improvement by CONTRACTOR
a. Construct a reinforced concrete retaining curb around the perimeter of the Odor Control
and Chemical Storage Area complete with wet wells, sump pumps and electrical facilities
and controls.
b. Relocation of existing electrical grounding system wiring.
5. Other Work by CONTRACTOR
a. Miscellaneous Work, Painting, Restoration, Site Cleanup, etc. as required and as shown
on drawings and specified herein.
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b. Prepare Structure(s), Pipes, Pumps and Process Equipment for Testing and Facilitil 0 F .lo'i,
Disinfection.
c. Provide Maintenance of Flow, Temporary Piping, Valves and Pumps, ifrequired, to
Handle All Flows during the Renovation of Existing Processes and Installation of the
New Structures, Equipment and Connection to the New Facilities.
d. Provide O&M Manuals for Training of Maintenance and Plant Operations Personnel
Prior to Substantial Completion.
e.. MQbilizationlDemobilization, Insurances,..Permits and Bonds.
f. Record/As-Built Drawings.
B. All work shall be done as described in the Contract Documents and as shown on the plans,
complete, tested and ready for operation.
1.04 SUBSTANTIAL COMPLETION
A. The work, or any separable parts thereof, identified herein shall be deemed Substantially
Completed at such time that all incidental requirements necessary to enable the OWNER to
continuously and successfully utilize the work or separable part thereof, for the purposes of which
it is intended are completed.
B. Substantial Completion will require the CONTRACTOR to have met the requirements
established for the Plant Improvements at the South Collier County Regional Water Treatment
Plant Facilities.
C. The following work must be accomplished, complete, tested and fully operational by the
Substantial Completion date as specified in COUNTY Exhibit "H" - General Terms and
Conditions, Article 20 - Completion and Sections 5 and 6 - Construction Agreement.
1. All of the items as specified in Article 1.03(A) above except Item No. 5(a) as required to
place facilities into operation (i.e., painting, partial restoration, site clean-up, etc.) and Item
5(e) (Demobilization) and Item 5(t) (Record/As-Build Drawings).
1.05 FINAL COMPLETION
A. Final completion shall include all remaining work as specified in Article 1.03(A), punch list
items, record/as-built drawings and demobilization at the South County Regional Water
Treatment Plant Project Site as specified.
B. The ENGINEER shall conduct two (2) final inspections at the facilities. The initial final
inspection will include all work after meeting the requirements for Substantial Completion, the
second final inspection shall be conducted after completion of all phases of the completed work
efforts by the CONTRACTOR and acceptance by the OWNER at the project site.
1.06 EXISTING PLANT OPERATIONS
A. All work to be done under this Contract shall be done with minimum interference to the existing
utility service operation. The CONTRACTOR shall coordinate his work with the OWNER such
that the plant operations and maintenance personnel are disrupted to the minimum extent
possible.
B. The CONTRACTOR shall notify the OWNER and ENGINEER fourteen (14) days prior to the
date and process or plant treatment system or pump station operation is to be interrupted,
bypassed or removed from service.
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C. Construct work in stages to accommodate the OWNER's use of the premise during thl 0 F ·
construction period; coordinate the construction schedule and operations with the OWNER's
representative.
D. The CONTRACTOR must maintain operations of the existing Water Treatment Plant operation
and all systems during construction. Refer to Section 0 1014 for specifics.
1.07 CONSTRUCTION AREAS.
A. CONTRACTOR shall limit his use of the construction areas for Work and for storage, and allow
for:
1. Work by other CONTRACTORS,
2. OWNER use.
3. Public use.
B. Coordinate use of work site under direction of OWNER.
C. Assume full responsibility for the protection and safe-keeping of Products under this Contract,
stored on the site.
D. Move and store Products, under CONTRACTOR's control, which interfere with operations ofthe
OWNER or separate CONTRACTOR.
E. Obtain and pay for the use of additional storage or work areas needed for operations.
1.08 PARTIAL OWNER OCCUPANCY
The CONTRACTOR shall schedule his operations for completion of portions of the Work, as
designated, for the OWNER's occupancy prior to Substantial Completion of the entire Work.
1.09 OWNER OCCUPANCY
A. OWNER shall have full access to and use of all existing utilities during the entire period for
construction for the conducting of his normal operations. Cooperate with OWNER's
Representative in all construction operations to minimize conflict, and to facilitate OWNER
usage.
B. CONTRACTOR shall at all times conduct his operations as to insure the least inconvenience to
the plant operating personnel.
1.10 PRE-CONSTRUCTION CONFERENCE
After the execution of the Agreement a joint meeting shall be held with representatives of the
CONTRACTOR and major subcontractors, the ENGINEER, the OWNER, and other invited
parties or government agencies which may be affected by or have jurisdiction over the Project.
The meeting is intended to introduce the various key personnel from each organization and
discuss the Contract Documents, the start of construction, order of work, labor and legal
requirements, insurance requirements, names of maj or subcontractors, method of payment, shop
drawing requirements, protection of existing facilities and other pertinent items associated with
the Project. The CONTRACTOR shall bring to this conference six (6) copies ofa proposed work
schedule.
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PART 3 - EXECUTION (NOT USED)
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lOF
.
END OF SECTION
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SECTION 01014
lOF
.
CONSTRUCTION SEQUENCE
PART 1- GENERAL
1.01 SITE CONDITIONS
A. Several areas of construction under this Contract must be coordinated with the plant operating
personnel at the Collier County South County Regional Water Treatment Plant and
accomplished in a logical order to maintain the process flow through the plant at all times, unless
otherwise approved in advance by OWNER, and to allow construction to be completed within
the time allowed by Contract Documents. CONTRACTOR and PUMP SUPPLIER shall also
coordinate their activities with the other CONTRACTORS, if any, to allow orderly and timely
completion of all the work.
B. The South County Regional WTP (Lime Softening) is currently operating at approximately 12.0
mgd average daily flow (ADF) and Peak Flow (PF) capacity of 16.0 mgd.
C. CONTRACTOR and Pump Supplier are required to arrange with the OWNER for equipment
and material storage site(s) including location of field office(s) and plant personnel access and
parking area(s) prior to commencing work at the Water Treatment Plant.
D. When access through construction areas must be disrupted, CONTRACTOR shall provide
altemate acceptable access for operating personnel or other CONTRACTORS, such as R.O. new
Contractor Wharton-Smith, American Electric, Chemical Suppliers, fuel trucks, sludge haulers,
etc.
E. CONTRACTOR and Pump Supplier are required to coordinate his activities in the interface or
common areas with other CONTRACTORS and the operation personnel.
F. Various interconnections within the plant site will depend on the closure of various valves.
Many of these valves are old, may be difficult to operate, and may not seal properly.
CONTRACTOR and PUMP SUPPLIER shall coordinate with the plant operation personnel
prior to attempting any such closure and shall provide assistance for any corrective measures or
temporary facilities necessary to attain the shut-off needed to perform the work at no additional
cost to the OWNER and with limited interruption of the plant operation.
G. Various interconnections within the plant site may require temporary partial power shutdown.
CONTRACTOR shall make every effort necessary to minimize the shutdown time and will
coordinate with the ENGINEER, plant operating personnel, and/or utility authorities at least
fourteen (14) days working days prior to attempting any such power shutdown. Furthermore,
CONTRACTOR will provide any corrective measure or temporary facilities necessary to
perform the work at no additional cost to the OWNER and without interrupting the plant
operation.
H. Within the Schedule developed in accordance with the General Conditions and Section 01310 of
the Contract Documents, the CONTRACTOR and PUMP SUPPLIER shall identify all periods
of time during which existing facilities shall be taken out of service, either temporarily or
permanently. CONTRACTOR and PUMP SUPPLIER shall notify the ENGINEER and
OWNER a minimum of fourteen (14) calendar days in advance.
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Scheduled shutdowns will be made in those instances when it is necessary to shut off leO F
flow or power to a structure or connection to a pipeline in order to perform the necessary work.
Prior to any shutdown, all materials and facilities shall be on hand, and any preparatory work
necessary shall have been accomplished before any shutdowns will be allowed.
J. The CONTRACTOR shall maintain the submittal drawing(s), equipment delivery schedules and
time frames of the equipment suppliers to complete this project in the allocated time as
---~----~-_.-~---stipulated--in-the-AgFeement-;~--~----~----~-------------- -------~------------- ---.----~---~-----------~-----.--- __'-_._m_____'__~~
K. Where water is required in large quantity for preoperational testing or other use,
CONTRACTOR and Pump Supplier shall purchase it from the COUNTY. The
CONTRACTOR and Pump Supplier shall pay all fees and water usage charges. The plant water
or water distribution system, if requested promptly by CONTRACTOR, may be available for
limited use at the OWNER's discretion.
L. During startup testing, CONTRACTOR and Pump Supplier shall make available the staffing,
labor, equipment, chemicals, and manufacturer's representatives required to make any necessary
adjustments and training and shall be in conformance with Section 01625 - Plant Start-Up. If
additional testing or training is required, there shall be no additional cost to the OWNER..
1.02 GENERAL CONSTRUCTION CONSTRAINTS
A. CONTRACTOR and Pump Supplier must not interfere with the operation of the South Regional
WTP Facilities or adjacent facilities during construction of the improvements. Available
treatment capacity and storage cannot be assumed to be sufficient to satisfy system demand for
other than brief (less than 4 to 6 hour) periods. This section lists constraints that
CONTRACTOR or Pump Supplier should consider in developing the overall plan of
construction. This list of constraints is not intended to release CONTRACTOR from
responsibility to coordinate the Work in any manner that will ensure project completion within
the time allowed. A suggested construction sequence within each major area of Work, where
necessary, is included in Article 1.04 of this Section.
B. The CONTRACTOR shall be responsible for coordinating the work in any manner that will
ensure project completion within the time allowed.
C. The OWNER may require CONTRACTOR or Pump Supplier to perform facility shutdown
work during non-regular working days and hours at no additional cost to the OWNER.
D. Within thirty (30) days after the Notice to Proceed and prior to the submittal of shop or layout
drawings for pipe connecting to existing pipe, the CONTRACTOR shall expose (test pit) all the
connecting points and confirm depth, exact location, type of pipe materials, and joints, and
gather any other necessary information so as to avoid subsequent delays in project completion or
additional cost to the OWNER. Any unforeseen conditions at the connecting points shall be
brought to OWNER's and ENGINEER's attention in writing within 30 days after Notice to
Proceed.
E. Controlled chemical feed systems (i.e., new polymer facilities, hexametaphosphate, sodium
silicofluoride, chlorination systems, and existing line system, etc.) shall be maintained at all
times unless specifically authorized by the OWNER and ENGINEER and only during a short
duration facility shutdown.
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F. Vertical Turbine High Service Pump Station Improvements:
1. The CONTRACTOR and PUMP SUPPLIER shall replace or modify only one (I) High
Service Pump, VFD, controls, electrical, instrumentation, piping, valves, fitting and
accessories at a time, unless approved or directed by ENGINEER or OWNER in accordance
with Article 1.04 - Construction Constraints.
2. The CONTRACTOR and Pump Supplier shall commence pump modifications in
chronological order starting with the following, but subject to change based on existing
._ ___~_____pump.~Canmodifications.~-------.- ---- - -~- -.---------- -------
lOF
. ~.. ..
.
Sequence of Modifications
Pump No.
1 sl
2nd
3rd
4th
5th
6th
2
1
3
4
5
6
3. The replacement and/or modification to the High Service Pump Station, VFDs, electrical,
instrumentation, piping modifications and appurtenances shall be performed during the
months of June through November 2005 (typically low water demand period) unless
otherwise directed by the ENGINEER or OWNER.
G. CONTRACTOR and PUMP SUPPLIER shall be aware that there may be other
CONTRACTORS on site undertaking other work. The CONTRACTOR(s) shall be expected to
cooperate fully in the coordination of the Work with all other onsite CONTRACTORS so as not
to cause delays or additional costs to the OWNER.
H. A General Description of the Contract principal elements for the modifications and upgrade to
the Chemical Feed Building, Chlorination Facilities, Odor Control and Chemical Storage Area,
High Service Pumps, Instrumentation, Electrical, Sitework, etc. improvements consist of
constructing the facilities and supporting structures, equipment and accessories as described, but
not limited to, in Section 01010, Article 1.03. Items of Pre-Purchase by OWNER and items
furnished by CONTRACTOR are generally described in Section 01010, Article 1.02.
1. Patents and Licenses
1. The CONTRACTOR shall be responsible for all patents or licenses that exist on the
equipment that may be provided.
2. The CONTRACTOR and equipment manufacturer shall assume all costs of patent fees or
licenses for the equipment or process; and shall safeguard and save harmless the
OWNERlENGINEER from all damages, judgments, claims and expenses arising from
license fees, or claimed infringement of any letters, patent or patent rights, or fees for the use
of any equipment or process structural feature or arrangement of any of the component parts
of the installation; and the price bid shall be deemed to include payment of all such patent
fees, licenses or other costs pertaining thereto.
J. Equipment Testing Using Electrical and Vibration Analysis
After all the equipment has been installed and the new high service pumping facilities are ready
to be placed into operation, and the facility has been certified for complete installation and ready
for operation by the equipment manufacturer(s), the OWNER or its designated representative
may retain the services of a qualified mechanical testing firm to analyze the installed electrical
and mechanical equipment for additional vibration, alignment, allowable tolerances, oil analysis,
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infrared analysis (thermography), electrical testing, etc., for compliance with the m!ufQtfr's ·
recommendations applicable industry standards and these specifications. These services shall be
paid for separately by the OWNER, and all work found to be defective or requiring modification
or adjustment shall be corrected by the CONTRACTOR at no expense to the OWNER and shall
include for additional retesting as required. The results of these tests shall be reported in writing
to the ENGINEER.
- .-----~l_;().}.~bGNS'fRUt-'H0N SEWENEE---.
A. Within 10 days after the effective date of the Agreement, submit to the ENGINEER, along with
the Schedule of Values (Section 01370), COUNTY Exhibit "D", a Construction Sequence
Schedule. This schedule shall provide a listing of major construction items, demolition work,
new structures, new electrical systems, new equipment, and rehabilitation of electrical, I&C
upgrades and the sequencing of these items of work so as to impact the operation of the WTP
and/or existing pump station and adjacent facilities to the minimum extent possible. This
schedule shall reflect the construction constraints and construction sequence requirements of this
section.
1.04 CONSTRUCTION CONSTRAINTS
The following is a list of constraints that CONTRACTOR must incorporate in developing his
overall plan of construction. This list is not intended to release CONTRACTOR from the
responsibility to coordinate the work in any manner that will ensure project completion within
the time allowed. No additional payment will be made for modifications to this construction
sequence or other work, as required to maintain plant operations and complete the construction
within the specific contract time. The following areas are not necessarily listed in their required
sequence of construction. The following construction units are to be constructed and tested with
minimum interruption of the operation of the existing treatment facilities.
1. Remove existing 20" flanged butterfly valves (BFVs), piping, coupling and accessories on
the plants exterior 20" common discharge headers and install three (3) new 20" flange
BFV's furnished by COUNTY and installed by CONTRACTOR, complete with new
piping, couplings, testing, disinfection, maintenance-of-flow, and appurtenances. This
replacement operation to be completed in approximately 4-6 hours of a time when plant is at
a low production rate and when storage tanks are full and shall be in accordance with
applicable parameters as described in Section 01010, Article 1.03(A)(lg).
2. Pump Supplier in conjunction with OWNERS Plant Operators shall close the existing 24"
BFV pump can inlet and 16" pump discharge BFV's on the suction and discharge header
pipelines for Pump No.2 only.
3. Pump Supplier shall remove existing vertical turbine Pump No.2 and accessories and
inspect pump can in accordance with the applicable parameters described in Section 11214,
Article 2.03(1), as to acceptable condition, modify existing can support mounting baseplate
assembly, take photographs documenting the can condition to submit with a letter report,
and if in acceptable condition as approved by ENGINEER and OWNER, sandblast can and
accessories, and apply a NSF certified coating to the existing pump can and new column
pipe, test and disinfect in accordance with the applicable parameters as described in Section
01010, Articles 1.03(A)(la & Ie). This leaves Pump No.1 and No.3 in service along with
Pump Nos. 4, 5 and 6.
4. Concurrent with the removal of Pump No.2 by the Pump Supplier, the CONTRACTOR
shall remove all of its associated electrical components and begin the installation of the new
switchgear, VFD, electrical wiring, controls, instrumentation and accessories in accordance
with the applicable parameters as described in Section 01010, Articles 1.03(A)(lb & Id).
5. Pump Supplier shall remove from Pump No.2 all existing high service discharge 10" and
16" pipes, 10" check valve, fittings, ARV's, pipe supports and appurtenances. Install Pump
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No.2 with a new 16" slanting disc check valve complete with 16" steel piping, lupQgf
pipe supports, ARV and accessories to connect to the closed existing 16" BFV in
accordance with the applicable parameters as described in Section 01010, Article (A)(1 a &
Ie). Connect the necessary electrical, controls, instrumentation to Pump No.2, test,
disinfect and open the existing 16" BFV at the 20" common header and the existing pump
can inlet 24" BFV and place Pump No.2 into operation.
6. CONTRACTOR and Pump Supplier shall perform the same applicable functions for Pump
Nos.-l-and--3-as- described for Articles 2, 3,4-and~5 above;-PumpNa:-2 is.now operating in
parallel with Pump Nos. 4, 5 and 6.
7. Pump Supplier in conjunction with OWNERS Plant Operators shall close the new 20"
BFV's on the 20" discharge common header servicing Pump Nos. 1,2 and 3 and modify as
required the existing 20" steel common discharge header for connections to Pump Nos. 1,2
and 3 and installation of one (1) new 6" BFV on filter service wash pipeline, remove the
three (3) existing two (2) 12" BFV's and one (1) 16" BFV and replace with three (3) new
isolation 16" pump discharge 16" BFV's for Pump Nos. 1,2 and 3 in accordance with
applicable parameters as described in Section 01010, Article 1.03 (A)(le & It).
8. Pump Nos. 4, 5 and 6 are operating and serving the system.
9. After testing jointly by CONTRACTOR and Pump Supplier, disinfect and open 20" BFV's
on 20" common discharge header, place into operation Pump Nos. 1,2 and 3.
10. Pump Supplier in conjunction with OWNERS Plant Operators shall close the existing 24"
can inlet and 16" pump discharge BFV's on each common header pipeline for Pump Nos. 4,
5 and 6.
11. Pump Supplier shall remove existing vertical turbine Pump No.4 and inspect condition of
the existing can and pump discharge column pipe and pump discharge header in accordance
with the applicable parameters described in Section 11214, Article 2.03(1), take photographs
documenting the can condition to submit with a letter report, and if in acceptable condition
as approved by ENGINEER and OWNER, sandblast can and accessories, and apply a NSF
certified coating to existing Pump No.4 and repair or replace impellers upon inspection.
The Pump Supplier shall also megger motors in conformance with Section 16150, Article
3.2 (Tests and Checks), reinstall, test, disinfects and place back into operation in accordance
with the applicable parameters as described in Section 01010, Article 1.03(A)(1h).
12. Pump Supplier shall perform the same applicable functions for Pump Nos. 5 and 6 as
described above for Article 11. Pump Nos. 1,2 and 3 are in operation while modifications
are being performed for Pump Nos. 4, 5 and 6.
13. After all modifications, training, testing, disinfection have been performed by the Pump
Supplier and CONTRACTOR and approved by ENGINEER, OWNER and respective
governmentational entities having jurisdiction over the project, place Pump Nos. 1, 2, 3, 4, 5
and 6 into operation.
14. CONTRACTOR shall remove the existing (6) one (1) ton cylinder beam scale from its
present location in the chlorine room and store temporally outside the work area. The
CONTRACTOR shall furnish and install the one (1) new seven (7) one (1) ton cylinder
beam scale in the existing location vacated by the six (6) one (1) ton cylinder scale in the
chlorine room complete with all accessories, tested and ready for operation in accordance
with the applicable parameters as described in Section 01010, Article 1.03(2), Section
1 1 244-Chlorination System Upgrade and the construction drawings. The existing four (4)
one (1) ton cylinder beam scale shall be kept in operation at all times until the newly
installed seven (7) one (1) ton cylinder scale has been accepted for operation by the
ENGINEER. After acceptance of the installed seven (7) one (1) ton cylinder beam scale by
the ENGINEER and OWNER, the CONTRACTOR shall remove the existing four (4) one
(1) ton cylinder beam scale, salvage, package and transport to the North County Regional
Water Treatment Plant and unload at the location as directed by the OWNER.
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Addendum No.1
The CONTRACTOR sha1l insta1l the existing six (6) one (1) ton cylinder be.laQ F ·
complete with all accessories in the location where formally the four (4) one (1) ton cylinder
beam scale was located, tested, operating and maintenance personnel trained, and ready for
operation in accordance with the drawings and applicable parameters as described in Section
01010, Article 1.03(2).
15. CONTRACTOR to perform all work items in the Chemical Feeder Building as described in
Section 01010, Article 1.03(3).
--------------.-t.9.-CGNTRAC-1'OR topel'rerm altworkitems for. the Odor€ontrol andChernicatStorageitrea---
as described in Section 01010, Article 1.03(4).
17. Other work items required by CONTRACTOR as described in Section 01010, Article
1.03A(5a, 5b, 5c):
a. Miscellaneous Work, Painting, Restoration, Site Cleanup, etc. as required.
b. Prepare Structure(s), Pipes, Pumps and Process Equipment for Testing and Facilities
Disinfection.
c. Provide Maintenance of Flow, Temporary Piping, Valves and Pumps, if required, to
Handle All Flows during the Renovation of Existing Processes and Installation of the
New Structures, Equipment and Connection to the New Facilities.
B. Existing Plant Process Coordination
During the course of this work, OWNER personnel will be operating the existing Water
Treatment Plant Facilities. CONTRACTOR is advised of the coordination required to install the
new structures, equipment and appurtenances or modifications, electrical, instrumentation,
controls, and process maintenance of flow modifications at the facilities. The CONTRACTOR
shall coordinate and plan all work under this contract with COUNTY operating and maintenance
personnel and shall not disrupt any operations at these existing facilities without advance notice
and an approved schedule of events.
C. Location of Existing Utilities
Prior to commencing work at the plant site, the CONTRACTOR shall locate and expose the
existing electrical conduits, including other existing utilities, process piping, chemical lines, etc.,
located in the areas of the proposed improvements.
1.05 SUBSTANTIAL COMPLETION
A. To satisfy the definition of Substantial Completion, the above described work in Article 1.04
shall be complete, field pre-operational and startup tested, training completed, and fully
operational by the Substantial Completion date subject to the OWNER and ENGINEER's
approval as described in Section 01010, Article 1.04. Certificate of Substantial Completion
form attached at the end of this Section shall be completed and submitted by CONTRACTOR.
1.06 FINAL COMPLETION
A. The last stage of construction shall be final completion of construction and shall include the final
remaining items following Final Inspections subject to the ENGINEER's approval and as
described in Section 01010, Article 1.05.
1. Punchlist correction of Final Inspection deficiencies
2. Restoration
3. Site Cleaning (Section 01710)
4. Demobilization
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1.07 EXISTING BELOW AND ABOVE GRADE FACILITIES
lOF
.
A. The Contract Documents may contain limited data relative to existing utility installations and
structures above and below the ground surface due to lack of accurate records of these
installations. These data shown are not guaranteed as to their completeness or accuracy. ]t is
responsibility of the CONTRACTOR to make his own additional investigations in a timely
fashion to inform himself fully of the character, condition and extent of all such installations and
. --~-structtlres-as maybe encountered and as- may affect the .cDnstructron operarronsandschedule-fb.. -
avoid construction time delays and additional costs to the OWNER.
B. Before the commencement of any construction activities and prior to any demolition,
CONTRACTOR shall undertake field investigations in the following areas to identify and locate
existing underground utilities and structures.
C. The CONTRACTOR shall protect all utility installations and structures from damage during the
work. Access across any buried public utility installation or structure shall be made only in such
locations and by means approved by the ENGINEER. The CONTRACTOR shall so arrange his
operations as to avoid any damage to these facilities. All required protective devices and
construction shall be provided by the CONTRACTOR at his expense. All existing utilities
damaged by the CONTRACTOR that are shown on the Plans or have been located in the field
by CONTRACTOR's field investigation shall be repaired by the CONTRACTOR, at his
expense, as directed by the ENGINEER. No separate payment shall be made for such protection
or repairs to utility installations or structures.
D. Utility installations or structures owned or controlled by the OWNER or other governmental
body which are shown on the Plans to be removed, relocated, replaced or rebuilt by the
CONTRACTOR shall be considered as a part of the general cost of doing the work and shall be
included in the prices bid for the various contract items. No separate payment shall be made
therefore.
E. The CONTRACTOR and Pump Supplier shall, at all times in performance of the work, employ
approved methods and exercise reasonable care and skill so as to avoid unnecessary delay,
injury, damage or destruction of utility installations and structures; and shall, at all times in the
performance of the work, avoid unnecessary interference with, or interruption of, public utility
services, and shall cooperate fully with the OWNERS thereof to that end.
F. The CONTRACTOR shall maintain current and accurate Record Drawings of the Work of any
existing below and above grade facility not shown on the Drawings within the project site area.
These Record Drawings shall be maintained current in accordance with Section 01720.
1.08 NOTIFICATION OF WORK ON EXISTING FACILITIES
A. Before commencing work of any of the existing structures or equipment, the CONTRACTOR
and/or Pump Supplier is advised to schedule the work with the OWNER 14 calendar days in
advance. The CONTRACTOR shall notify the OWNER/ENGINEER, in writing, at least seven
(7) calendar days in advance of the date he proposed to commence such work.
B. In case the CONTRACTOR's or Pump Supplier's operation disrupts the plant's high service
pump station, storage or treatment process, except for such brief periods as expressly permitted
and required, he shall at his own cost immediately make all repairs and replacements and do all
work necessary to restore the plant to operation to the satisfaction of the ENGINEER. Such
work shall progress continuously to completion on a 24-hour, 7-workday week basis. The
CONTRACTOR shall provide the services of emergency repair crews on call 24 hours per day.
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lOF
.
C. In order to provide adequate service, the existing treatment and pumping facilities shall be kept
in continuous operation during construction. Partial shutdowns as approved in the sequence of
construction may be allowed. The timing and duration of such shutdown, however, shall be as
approved by the OWNER and shall be predicated upon plant operating requirements at that
time. When the CONTRACTOR desires a partial shutdown, he shall notify the
OWNER/ENGINEER a minimum of fourteen (14) working days in advance.
D. Night work and/or work on Saturday or Sunday may be required when making connections to
existing pipes, or structures, or during rehabilitation of existing facilities. It shall be the decision
of the OWNER if connections or modifications must be made other than during normal working
hours, and this will be accomplished at no additional cost to the OWNER.
1.09 OWNER OCCUPANCY AND OPERATION OF COMPLETED FACILITIES
A. It is assumed that portions of the work will be completed prior to completion of the entire work.
Upon completion of construction in each individual facility, including testing, if the OWNER, at
its sole discretion, desires to accept the individual facility, the CONTRACTOR shall be issued a
dated certificate of completion and acceptance for each individual facility. The OWNER shall
assume Ownership and begin operation of the individual facility on that date and the one-year
guaranty period shall commence on that date. The OWNER has the option of not accepting any
individual completed facility, but accepting the entire work as a whole when it is completed and
tested.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
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CERTIFICATE OF SUBSTANTIAL COMPLETION
lOF
~
BID NO.
.----llROJECT-------- ._____________________.m_~___n
CONTRACTOR
CONTRACT FOR
Project or Specified Part Shall Include:
DEFINITION OF SUBSTANTIAL COMPLETION
The date of Substantial Completion of a Project or specified part of a Project is the date when the
construction is sufficiently completed, in accordance with the Contract Documents, so that the Project or
specified part of the Project can be utilized for the purpose for which it was intended.
TO Collier County
AND TO
(CONTRACTOR)
DATE OF SUBSTANTIAL COMPLETION
The work performed under this Contract has been inspected by authorized representatives of Collier
County and the CONTRACTOR, and the Project or specified part of the Project is hereby declared to be
substantially completed on the above date.
The tentative list of items to be completed or corrected is appended hereto. This list may not be
exhaustive, and failure to include an item on it does not alter the responsibility of the CONTRACTOR to
complete all the work in accordance with the Contract Documents. These items shall be completed by the
CONTRACTOR within _ days of Substantial Completion.
The date of Substantial completion is the date upon which all guarantees and warranties begin, except as
noted below.
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lOF
The responsibilities between the OWNER and CONTRACTOR for maintenance shall be as set forth
below.
.
COLLIER COUNTY
DATE
The CONTRACTOR accepts the Certificate of Substantial Completion and agrees to complete and correct
the items on the tentative list within the time indicated.
CONTRACTOR
Authorized Representative
Date
RESPONSIBILITIES:
OWNER:
CONTRACTOR:
EXCEPTIONS AS TO GUARANTEES AND WARRANTIES:
ENCLOSURES (Identify & Attach):
END OF SECTION
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SECTION 01150
lOF
..
.
MEASUREMENT AND PAYMENT
(P A Y ITEM DESCRIPTIONS)
P ART 1 - GENERAL
________1.01
SCOPROEWORK-----....---...-------...... - -------.
A. The scope of this section defines the items included in each bid item in the Bid Form of these
Contract Documents for the construction of the South Collier Regional Water Treatment Plant
Modifications and Upgrades to the Chemical Feed Building, Chlorination Facilities, Odor
Control and Chemical Storage Area, and High Service Pump Station Improvements. Payment
will be made based on the specified items included in the description in this section for each bid
item.
B. All contract prices included in the Proposal will be full compensation for all labor, materials,
tools, equipment and incidentals necessary to complete the construction as shown on the
Drawings and/or as specified in the Contract Documents to be performed under this contract.
Actual quantities of each item bid on a unit price basis will be determined upon completion of
the construction in the manner set up for each item in this section of the specifications. Payment
for all items listed in the Proposal will constitute full compensation for all work shown and/or
specified to be performed under this project.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.01 BASE BID
A. Water Treatment Plant (Item 1)
1. Payment to the CONTRACTOR of the total price bid for Item 1 in the Schedule of Prices
for construction of the South County Regional Water Treatment Plant will be made and shall
fully compensate the CONTRACTOR for furnishing all labor, materials, equipment, and
incidentals required to complete the work as specified in Divisions 1 through 16 excluding
those items for which Measurement and Payment is specified below.
2. Payment shall also fully compensate the CONTRACTOR for any other work which is not
specified or shown but which is required to complete the work of Item 1 as shown on the
Drawings and as specified herein.
B. Bonds, Insurances, Mobilization and Demobilization (Items 2, 3 and 4)
1. Measurement of the lump sum price established in the Proposal will be based on actual
invoice amounts to substantiate the actual bond and insurance premiums and an allowance
for mobilization and demobilization. No payments will be made under this lump sum item
in excess of the actual verified performance and payment bond premiums.
2. Payment for mobilization will include costs associated with preparatory work and operations
necessary to begin work on the Project in accordance with Section 01505 of these
Specifications.
3. Payment for demobilization will include costs associated with finalizing work on the Project,
including but not limited to those operations necessary for the removal of personnel,
equipment, supplies, and incidentals from the Project site(s).
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4. Payment of the lump sum price estah lished in the Proposal will he made at the .1cQeF ·
lump sum amount, as above determined and will represent full compensation for providing
the required 100 percent Payment bond, 100 percent Performance Bond, and all insurance as
specified in the General Conditions.
5. The Mobilization Work specified under this Pay Item will be paid for at the Contract lump
sum price, in accordance with the following schedule:
.. .._--.~--Percent€}f{)riginalm------- ....AHowable-Percent of the Lump.m
Contract Amount Earned Sum Price for Mobilization (*)
5
10
25
50
25
50
75
100
*Partial payments will be limited to 10 percent of the original Contract amount for the
Project. Any remaining amount will be paid upon completion of all Work on the Project,
including final punch list work items.
C. Allowance for COUNTY -Authorized Contract Amendments (Item 5)
I. The Proposal includes an allowance for various extra work contingencies including, but not
limited to: pumps, electrical, instrumentation, controls, mechanical modifications, structural,
chemical feeder and storage system, sheeting, additional base slab or wall or walkway,
concrete, additional select fill material(s), replacement of existing corroded material(s) (pipe,
etc.), relocated or new piping, valves, fittings or other related work authorized by the
ENGINEER not included in the existing Scope of Work. Any amount of extra work and/or
alterations to the proposed Work charged to the allowance shall be fully documented and
authorized by the ENGINEER as follows:
(a) The CONTRACTOR shall include in the Contract Total Price the allowance so named
in the Proposal Form.
(b) The CONTRACTOR shall not proceed on any additional Work to be covered by the
allowance until authorized in writing by the ENGINEER.
(c) The CONTRACTOR shall cause the Work so covered to be done by such
subcontractors or suppliers, and for such sum within the limit of the allowance as
authorized by the ENGINEER.
(d) Prior to final payment, an appropriate change order will be issued as recommended by
the ENGINEER to reflect actual amounts due to the CONTRACTOR on account of
Work covered by the allowance, and the Contract Total Price shall be correspondingly
adjusted.
(e) The allowance shall not be used for incidental work shown on the Plans or specified in
the Contract Documents, or for other work required to render the Project complete.
3.02 EXTRA WORK
Extra work, if any, will be performed and paid for as specified in the General Conditions.
END OF SECTION
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SECTION 11214
VERTICAL TURBINE CAN PUMPS
lOF
PART 1 GENERAL
1.01 SCOPE OF WORK
- -- ---
A. The -Worklncluded In this Contract consists of furnishing all materials and incidentals required
for the fabrication, storage and eventual delivery for three (3) vertical turbine pumps including
their respective motors as specified herein installed into three existing closed bottom cans,
which currently house Pump Nos. 1,2 and 3, at the Collier County South County Regional
Water Treatment Plant. Additionally, the existing pumps, numbers 4,5 and 6, shall be
sequentially removed, rehabilitated and reinstalled by the pump manufacturer.
B. All necessary and accessory equipment and auxiliaries whether specifically mentioned in this
Section or not shall be furnished as required incorporating high standards for this type of
service. Also included shall be supervisory services during installation of the VFDs by others
and field-testing of each unit and instructing the regular operating personnel in the proper care,
operation and maintenance of the equipment.
C. The pumps shall be operated under variable speed conditions via variable frequency drives
(VFDs). The pump manufacturer shall be responsible for the complete pumping system
including the pumps and motors and shall coordinate the design with the manufacturer of the
variable frequency drives. To ensure compatibility of equipment, all three new pumps (bowl
assemblies) shall be identical to Pump Nos. 4, 5 and 6.
1.02 RELATED WORK
A. The Pump Manufacturer will be responsible for the modification of the existing suction can
cover plates to adequately support the new larger pumping units.
B. Summary of Work Section 01010
C. Construction Sequence Section 01014
D. Plant Startup Section 01625
E. Surface Preparation and Shop Prime Painting Section 09901
F. Painting Section 09902
G. Ductile Iron Pipe and Fittings Section 15062
H. Stainless Steel Pipe and Fittings
1. Valves and Appurtenances Section 15100
J. Electrical Division 16.
K. Variable Frequency Drives are included in Section 16370.
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1.03
SUBMITTALS
lOF
A. Submittals shall include the following:
1. Certified dimensional drawings of each item of equipment and auxiliary apparatus t() be
furnished.
2. Certified foundation, pump support and anchor bolt plans and details.
3. Literature and drawings describing the equipment in sufficient detail, including parts list
----~~. -~--.--afld-materials~fconstruction;to indicate full conformance wi ththe detailspecificatiohs.
4. Total weight of pumping unit and motor.
B. Design Data
1. Manufacturer's certified rating curves, to satisfy the specified design conditions, showing
pump characteristics of discharge, head, brake horsepower, efficiency and guaranteed net
positive suction head required (NPSHR). Variable speed curves shall be provided showing
at least five speeds plotted equally from maximum rpm to minimum rpm. Minimum rpm
shall be no less than that required to obtain minimum flow. Curves shall show the full-
recommended range of performance and include shut-off head. This information shall be
prepared specifically for the pump proposed. Catalog sheets showing a family of curves
will not be acceptable.
C. Test Reports
1. Certified motor test data as described in this Section hereinafter.
2. Tabulated data for the drive motors including rated Hp, full load rpm, power factor and
efficiency curves at 1/2, 3/4 and full load, service factor and kW input, including when the
pump is at its design point. Submit a certified statement from the motor manufacturer that
the motors are capable of continuous operation on the power supply from the variable
frequency drives to be furnished without affecting their design life for bearings or
windings.
3. A schedule of the date of shop testing and delivery of the equipment to the job site.
4. Description of pump factory test procedures and equipment.
5. A statement that the pump will function properly as installed with respect to the suction-
piping layout as shown on the Drawings.
D. Computerized VendorlManufacturing O&M Data
The preparation ofO&M manuals is a requirement ofFDEP. A computerized O&M manual
will promote the efficient operation of the facility. The O&M manual will describe the system
design approach, theory of operation and specific equipment and processes employed at the
facility, and will be the tool that will assist the managers, operators, environmental compliance
staff and maintenance personnel in their decision making under normal and emergency
operating conditions.
The computerized O&M manual operates in the Windows@ environment, giving the user online
access to text and graphics. Full text search, glossary terms, and online help are standard
features on the O&M manual. All standard features ofWindows@ environment are also
available the user. Since Vendor O&Ms are an important part of the computerized O&M
following minimum specifications for electronic document delivery of provided equipment,
sub-system, or system manuals apply:
1. File Format
All documents will be delivered in Adobe Acrobat Portable Document format (.pdt). The
manual shall be Searchable Image (formerly Image+Text). The Optical Character
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Recognition of the image shall he at a 95% confidence level, using Adohe Acrobal 0 F
Capture@ 3.x or an equivalent product. The manuals shall be linked and book marked as
follows.
2. Page Format
Two page sizes will be accepted; 8 Y2 inches x 11 inches in either landscape or portrait
layout and 11 inches x 17 inches in landscape layout only. The content of the pages will be
either scanned image or text and graphics converted to Adobe Acrobat pdf. Where page
.~- ---- -content-isfrom.ascanned image,.the followingminimmnspecificatiolu;will oerollowed:-
. Scanned Page Content:
. Resolution - 300 dpi
. Color levels
· for text only - monochrome black and white
· for text with gray tone images - 256 levels of gray
· for color images it can be 256 levels of gray, except where color is needed to
properly utilize the image in an operations and maintenance reference situation.
3. File Organization
All document files will follow the order and structure of approved printed versions of
the vendor manuals. The following outline details the specific organization how the
electronic document files will be compiled:
· A cross-reference listing of the file names and sections of the vendor manuals will be
supplied in Microsoft Excel format. The cross-reference list will include the pdf file
name, submittal number and the design specification number related to the file.
· Each pdf file will include only the pages of an individual item from the submitted
vendor manuals.
. Each pdf file will contain bookmark links in a hierarchical table format to access
information pertaining to the supplied equipment.
· No bookmark links will reference files external to the pdf file containing the
bookmark links.
· Each bookmark will access the beginning location of the related information.
4. Delivery
All files will be delivered on standard 650 MB CD-ROM. The CD-ROM will be
formatted in ISO-9660 format where each file will maintain its full name. Files names
should not be truncated to an 8-character DOS format. Each CD-ROM will be labeled
will be permanently marked with the job name, vendor name, submittal number, and
date the CD-ROM was made. A transmittal will be submitted with each CD-ROM. The
transmittal will include the CD-ROM label information and printed copy of the cross-
reference list of files contained on the CD-ROM. Two copies of each CD-ROM will be
submitted.
5. CMMS Templates
Collier County is using Operator 10@ Plus Task Manager, ALLMax Task Manager for
its maintenance data management. The attached Microsoft Excel template has to be
completed by the vendor for all provided equipment, sub-systems, or systems. This
information will be entered into the CMMS system to allow the operator to view all
pertinent equipment information and use meterlgauge readings to produce preventive
maintenance tasks, work orders, purchase orders and create a number of reports.
E. Operations and Maintenance Training
After the equipment has been installed, tested, adjusted and placed in satisfactory operating
conditions, provide the services of a qualified representative of the manufacturer to instruct the
operating and maintenance personnel of the consultant in the use of maintenance of the
equipment. Schedule the content, duration, and dates of instruction in consultation with
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Consultant. Include the cost of instruction in the price of the equipment. Training shall be
provided for each type of motor and pump.
lOF
1.04 REFERENCE STANDARDS
A. Design, manufacturing and assembly of elements of the equipment specified herein shall be in
accordance with the following:
..1. .. -American Gear Manufacturers-Associatiofr (AGMA}- .
2. American Institute of Steel Construction (ArSC)
3. American Iron and Steel Institute (AISI)
4. American Society of Mechanical Engineers (ASME)
5. American National Standards Institute (ANSI)
6. American Society for Testing Materials (ASTM)
7. American Water Works Association (A WW A)
8. American Welding Society (AWS)
9. American Bearing Manufacturers Association (ABMA)
10. Hydraulic Institute Standards for Centrifugal, Rotary and Reciprocating Pumps; Hydraulic
Institute, Vertical Pump Standards; and Hydraulic Institute Test Standards, Vertical Pumps
- 2.6
11. Institute of Electrical and Electronics Engineers (IEEE)
12. National Electrical Code (NEC)
13. National Electrical Manufacturers Association (NEMA)
14. Occupational Safety and Health Administration (OSHA)
15. The Society for Protective Coatings (SSPC)
16. Underwriters Laboratories (UL)
17. National Science Foundation (NSF)
B. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.05 QUALITY ASSURANCE
A. To assure unity of system responsibility and factory pump OEM warranty the pumps, motors,
existing equipment refurbishment and inspection, installation and field calibration and testing
shall be furnished and coordinated by Flowserve, the existing pump manufacturer. No equals
shall be allowed.
B. The equipment specified herein is intended to be standard equipment of proven ability as
manufactured by concerns having extensive experience in the production of such equipment
similar to the applications stated in Paragraphs 1.01 and 1.06. Units specified herein shall be
furnished by a single manufacturer. The equipment furnished shall be designed, constructed
and installed to operate satisfactorily when installed in the existing closed bottom cans.
C. Pumps shall be installed into the existing cans. Modifications to the existing can top plates to
accept the new discharge heads shall be the responsibility of the pump manufacturer.
D. The pump manufacturer shall be fully responsible for the design, arrangement and operation of
all connected rotating components, of the assembled pumping unit mounted on a fabricated
steel base plate, to ensure that neither harmful nor damaging vibrations occur at any speed
within the specified operating range.
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E. The pump manufacturer shall perform both lateral and torsional critical speed analyses tl 0 F
identify and ensure that (a) the first lateral critical speed shall be at least 25 percent above the
maximum pump speed and that (b) no torsional natural frequencies occur within a range
extending from 25 percent below to 25 percent above the specified operating speed range and
that (c) any blade excited resonant frequency shall be no closer than plus or minus 25 percent of
the natural frequency of any part of the installed assembled pumping unit. Prior to
manufacture, a statement must be forwarded to the ENGINEER indicating that the required
-u-u------~--aIlalyseshavebeenmade and that the specified limitations wiUbemet.---n --- ---
F. Vibration, when measured in the direction of maximum amplitude at the connection between the
motor and the pump, shall not exceed the standards of the Hydraulic Institute, latest edition, at
any speed within the specified operating speed range.
G. Routine tests shall be performed on representative motors, and shall include the information
described on NEMA MGI-12.54 "Report of Test Form for Routine Tests on Induction Motors".
Efficiency shall be determined in accordance with IEEE Publication No.l12, Method B. Power
factor shall be measured on representative motors.
H. For all equipment specified herein, the manufacturer shall be ISO 9000,9001 or 9002 certified.
1.06 SYSTEM DESCRIPTION
A. The vertical turbine can pumps will pump finished water from the finished water storage to the
distribution system. The on/off pump operation will be controlled by the corresponding on/off
water surface levels within the storage tank and the pumps will modulate in response to a
pressure signal maintaining a constant pressure in the potable water distribution system.
1.07 PUMP MANUFACTURER EQUIPMENT AND SERVICES
A. The following list describes the equipment and services to be furnished and performed by
Flowserve to upgrade the pumping equipment and provide unit responsibility for the
rehabilitation and proper performance of the system.
NEW PUMPS 1,2 AND 3
(3) 15 HH BOWL ASSEMBLIES 4 STAGE
BRONZE BOWL RINGS
BRONZE IMPELLER RINGS
316 SS BOLTING
TNEMEC POTA POX COAT 140 -6 TO 13 MILS DFT
BUNA "0' RINGS
316 IMPELLER COLLETS
FLS P-50 SEALS WITH TEFLON THROAT BUSHINGS
SUPER METAL GLIDE ON IMPELLERS
DISCHARGE HEAD 16 LF SPECIAL
COAT HEAD INSIDE TNEMEC POTA POX 140- 6 to13 mils DFT
PRIME HEAD OUTSIDE
16" DRESSER RESTRAINTS ON DISCHARGE
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SPECIAL 0 & M AND SUB MITT ALS
SP ARE COLLETS
lOF
.
SP ARE PUMP BEARINGS (SETS)
SPARE SEAL KITS
CUSTOMER ACCOUNT FOR OPTIONAL SPARES
TEST COMPLETE PUMP SHOP MOTOR
TEST COMPLETE PUMP JOB MOTOR 4 SPEEDS
(3) 300 HP MOTORS TEFC NRR VHS INVERTER DUTY
GAUGES AND FITTINGS AS SPECIFIED SETS
FREIGHT TO TAMPA
FREIGHT TO TAMP A TESTED BOWL ASSYS
EXTENDED 24 MONTH WARRANTY PUMPS
EXTENDED 24 MONTH WARRANTY MOTORS
STARTUP SERVICES AND OPERATOR TRAINING
WORK TO BE PERFORMED BY
INDUSTRIAL SERVICE GROUP OF FLOWSERVE
EXISTING PUMPS 1,2 AND 3
MOBILIZE MEN AND EQUIPMENT TO SITE
ATTEND SITE RUN SEMANAR
REMOVE EXISTING PUMPS AND MOTORS AND TURN OVER TO OWNER. WORK MUST
BE PERFORMED ON PUMP 2 FIRST AND FOLLOWED BY PUMPS 1 AND 3
SPECIAL TOOLING FOR PROJECT
SITE VISIT TO MEASURE EXISTING
RECEIVE AND STORE THREE NEW 300 HP PUMPS AND MOTORS
STORAGE CHARGE FOR THREE UNITS FOR THREE MONTHS
PURCHASE 20 X 16 X 6 MANIFOLD
PURCHASE 20 X 16 MANIFOLD
PURCHASE 16 SPOOLS (2)
PUCHASE 20" SPOOL PIECE (3)
PURCHASE STAY RODS AND NUTS FOR DRESSER CPLGS
PURCHASE PIPE GASKETS FLANGE AND VICTAULIC
RECEIVE AND STORE PIPING COMPONENTS
STORAGE CHARGE FOR PIPING COMPONENTS THREE MONTHS
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LOAD TRUCK WITH UNITS AND PIPES
DELIVER UNITS AND PIPING TO SITE
UNLOAD TRUCK AT JOB SITE
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REMOVE EXISTING PIPING AND VALVES
LAND THREE PUMPS ON LEVEL BASES
ASSEMBLENEW PIPING
ALIGN DISCHARGE HEADS TO PIPING
MARK HEAD HOLE LOCATIONS ON MOUNTING PLATE
DRILL AND TAP THREE MOUNTING PLATES FOR HEAD BOLTS
ASSEMBLE HEADS TO PUMPS AND INSTALL THREE
ASSEMBLE MECHANICAL SEALS AND LAND MOTORS THREE
OBSERVE ROTATION BUMP AND COUPLE UP SET SEAL THREE
DECONT AMINATE THREE PUMPS
SUPERVISE INITIAL RUN TESTS ON THREE
HIRE VIERA TION MEASUREMENT FIRM
IMPLEMENT CONFINED SPACE PROCEEDURES AND SAFETY
CLEAN CAN FOR INSPECTION
UT MAP SUCTION CAN INCLUDING REPORT
IF CAN OKAY BLAST AND COAT WITH TNEMEC POTA POX 140- 6 to 13 mils DFT
PROVIDE NEW COVER FLANGE ASSEMBLY
PROVIDE PLATE AND GAUGES FOR HYDRO TEST
ASSEMBLE COVER FLANGE AND SEAL
HYDRO TEST SUCTION CAN TO 20 PSIG
REMOVE HYDRO TOOLING
IMPLEMENT CONFINED SPACE PROCEEDURES AND SAFETY
REMOVE 24" BLADDER
MACHINE PUMP MOUNTING SURF ACE TO .002 / FOOT
INSTALL PUMP AND MOTOR
CO-ORDINATE WITH CONTRACTOR TO GET MOTOR WIRED
STARTUP PUMPS
DEMOBILIZE AND CLEAN UP
EXISTING PUMPS 4,5 AND 6
REMOBILIZE ONCE 1,2,& 3 ARE COMPLETE EACH PUMP MUST BE DONE ONE UNIT AT
A TIME
MEASURE LEVELNESS OF MOUNTING PLATE ON #4
REMOVE SEAL WELDS PLATE TO CAN
DEW A TER SUCTION CAN
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ASSEMBLE INFLATABLE BLADDER IN SUCTION LINE (24")
IMPLEMENT CONFINED SPACE PROCEEDURES AND SAFETY
CLEAN CAN FOR INSPECTION
UT MAP SUCTION CAN INCLUDING REPORT
IF CAN OKAY BLAST AND COAT WITH TNEMEC POTA POX 140- 6 to 13 mils DFT
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PROVIDE NEW COVER FLANGE ASSEMBLY
ASSEMBLE COVER FLANGE AND SEAL
HYDRO TEST SUCTION CAN TO 20 PSIG
REMOVE HYDRO TOOLING
DEW A TER CAN
IMPLEMENT CONFINED SPACE PROCEEDURES AND SAFETY
REMOVE 24" BLADDER
MACHINE PUMP MOUNTING SURFACE TO .002 I FOOT
DEMOBILIZE AND CLEAN UP
MEGGER MOTOR ON PUMP #4 REPORT TO OWNER
PULL PUMP #4
TRUCK TO TAMPA SIC
DISMANTLE COMPLETE
REMOVE WEAR RINGS AND ALL SLEEVE BEARINGS DISCARD
DISCARD IMPELLER COLLETS "0" RINGS AND GASKETS
INSPECT REMAINING PARTS
BALANCE IMPELLERS
OEM PARTS FOR BIA RINGS,BRGS,SEALS,COLLETS,FASTNERS
PURCHASE FLOWSERVE SEAL AND KIT P50 BUSHING
MASK CRITICAL FITS AND GRIT BLAST IMPELLERS
COAT IMPELLERS WITH BELZONA SUPERMET ALGLIDE
BLAST BOWLS BELL,COLUMN ADAPTOR, DISCHARGE HEAD
COAT ABOVE WITH TNEMEC POTA POX 140- 6 to 13 mils DFT
ASSEMBLE BOWL ASSY AND DISCHARGE HEAD
SEND PUMP TO T ANEYTOWN FOR TEST & RETURN
RETURN PUMP TO SITE
LAND PUMP ON LEVELED BASE
MAKE UP PIPE CONNECTIONS
ASSEMBLE STUFFING BOX, SEAL, LAND MOTOR
OBSERVE BUMP FOR ROTATION
ALIGN, SET LIFT, SET SEAL, AND COUPLE UP
DISINFECT PUMP HEAD AND SUCTION CAN
PRESSURIZE AND CHECK FOR LEAKS
OBSERVE RUNNING TEST, CHECK VIBRATION
HIRE VIBRATION MEASUREMENT FIRM
REMOBILIZE ONCE #4 IS COMPLETE
MEASURE LEVELNESS OF MOUNTING PLATE ON #5
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REMOVE SEAL WELDS PLATE TO CAN
DEWATER SUCTION CAN
ASSEMBLE INFLATABLE BLADDER IN SUCTION LINE (24")
IMPLEMENT CONFINED SPACE PROCEEDURES AND SAFETY
CLEAN CAN FOR INSPECTION
UT MAP SUCTION CAN INCLUDING REPORT
IF CAN OKAY BLAST AND COAT WITH TNEMEC POT A POX 140- 6 to 13 mils DFT
PROVIDE NEW COVER FLANGE ASSEMBLY
ASSEMBLE COVER FLANGE AND SEAL
HYDRO TEST SUCTION CAN TO 20 PSIG
REMOVE HYDRO TOOLING
DEWATER CAN
IMPLEMENT CONFINED SPACE PROCEEDURES AND SAFETY
REMOVE 24" BLADDER
MACHINE PUMP MOUNTING SURF ACE TO .002 I FOOT
DEMOBILIZE AND CLEAN UP
MEGGER MOTOR ON PUMP #5 REPORT TO OWNER
PULL PUMP #5
TRUCK TO TAMPA SIC
DISMANTLE COMPLETE
REMOVE WEAR RINGS AND ALL SLEEVE BEARINGS DISCARD
DISCARD IMPELLER COLLETS "0" RINGS AND GASKETS
INSPECT REMAINING PARTS
BALANCE IMPELLERS
MASK CRITICAL FITS AND GRIT BLAST IMPELLERS
COAT IMPELLERS WITH BELZONA SUPERMETALGLIDE
OEM PARTS FOR BIA RINGS,BRGS,SEALS,COLLETS,FASTNERS
PURCHASE FLOWSERVE SEAL AND KIT P50 BUSHING
BLAST BOWLS BELL, COLUMN ADAPTOR, DISCHARGE HEAD
COAT ABOVE WITH TNEMEC POTA POX 140- 6 to 13 mils DFT
ASSEMBLE BOWL ASSY AND DISCHARGE HEAD
SEND PUMP TO TANEYTOWN FOR TEST & RETURN
RETURN PUMP TO SITE
LAND PUMP ON LEVELED BASE
MAKE UP PIPE CONNECTIONS
ASSEMBLE STUFFING BOX, SEAL, LAND MOTOR
OBSERVE BUMP FOR ROTATION
ALIGN, SET LIFT, SET SEAL, AND COUPLE UP
DISINFECT PUMP HEAD AND SUCTION CAN
PRESSURIZE AND CHECK FOR LEAKS
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Addendum No. I
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OBSERVE RUNNING TEST, CHECK VIBRATION
HIRE VIBRATION MEASUREMENT FIRM
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REMOBILIZE ONCE #5 IS COMPLETE
MEASURE LEVELNESS OF MOUNTING PLATE ON #6
REMOVE SEAL WELDS PLATE TO CAN
DEW A TER SUCTION CAN
ASSEMBLE INFLATABLE BLADDER IN SUCTION LINE (24")
IMPLEMENT CONFINED SPACE PROCEEDURES AND SAFETY
CLEAN CAN FOR INSPECTION
UT MAP SUCTION CAN INCLUDING REPORT
IF CAN OKAY BLAST AND COAT WITH TNEMEC POTA POX 140- 6 to 13 mils DFT
PROVIDE NEW COVER FLANGE ASSEMBLY
ASSEMBLE COVER FLANGE AND SEAL
HYDRO TEST SUCTION CAN TO 20 PSIG
REMOVE HYDRO TOOLING
DEWATERCAN
IMPLEMENT CONFINED SPACE PROCEEDURES AND SAFETY
REMOVE 24" BLADDER
MACHINE PUMP MOUNTING SURF ACE TO .002 1 FOOT
DEMOBILIZE AND CLEAN UP
MEGGER MOTOR ON PUMP #6 REPORT TO OWNER
PULL PUMP #6
REMOVE BOWL ASSEMBLY AND TURN OVER TO COUNTY
TRUCK REMAINING PARTS TO TAMP A SIC
DISMANTLE COMPLETE
INSPECT REMAINING PARTS
PURCHASE FLOWSERVE SEAL AND KIT P50 BUSHING
BLAST DISCHARGE HEAD
COAT ABOVE WITH TNEMEC POTA POX 140- 6 to 13 mils DFT
ASSEMBLE WITH NEW BOWL ASSEMBLY AND F ASTNERS
RETURN PUMP TO SITE
LAND PUMP ON LEVELED BASE
MAKE UP PIPE CONNECTIONS
ASSEMBLE STUFFING BOX, SEAL, LAND MOTOR
OBSERVE BUMP FOR ROTATION
ALIGN, SET LIFT, SET SEAL, AND COUPLE UP
DISINFECT PUMP HEAD AND SUCTION CAN
PRESSURIZE AND CHECK FOR LEAKS
OBSERVE RUNNING TEST, CHECK VIBRATION
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1.08
DELIVERY STORAGE AND HANDLING
Addendum No. 1
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A. The equipment manufacturer shall hold and store the equipment until the owner is prepared for
the equipment. The manufacturer shall be responsible for the delivery of the equipment to the
Collier County South County Regional Water Treatment Plant site. The manufacturer shall be
responsible for the inspection and offloading of the Equipment upon arrival at the Collier
County site. Equipment warranties shall not begin until the equipment is installed, tested and
approved for final acceptance or 80 days after installation, whichever is sooner.
B. All parts shall be properly protected so that no damage or deterioration will occur during a
prolonged delay from the time of manufacture and shipment until installation is completed and
the unit and equipment are ready for operation.
C. The motors shall be stored in an environmentally controlled area that will maintain the humidity
to a level not detrimental to the sensitive electronic equipment and in accordance with the
recommendations of the motor manufacturer.
D. All equipment and parts must be properly protected against any damage during shipment. If
required immediately prior to installation, the manufacturer shall store equipment in accordance
with manufacturer's recommendations.
E. Factory assembled parts and components shall not be dismantled for shipment unless
permission is received in writing from the ENGINEER.
F. The finished surfaces of all exposed flanges shall be protected by wooden or equivalent blank
flanges, strongly built and securely bolted thereto.
G. Finished iron or steel surfaces not painted shall be properly protected to prevent rust and
corrOSIOn.
H. No shipment shall be made until approved by the ENGINEER in writing.
1. For protection of bearings during storage, shipment and installation, the bearing shall be
properly processed. Anti-friction bearings, if pre-lubricated, shall be protected in accordance
with the bearing manufacturer's recommendations against formation of rust during a long period
of storage while awaiting completion of installation and start-up of the machine in which they
are used. Anti-friction bearings which are not pre-lubricated shall be properly treated in
accordance with the bearing manufacturer's recommendation against formation of rust during a
long period of storage while waiting completion of installation and start-up by the application
of Exxon, Rust-Ban No. 392 or equal treatment.
1.09 MAINTENANCE
A. Any special tools (including grease guns or other lubricating devices), which may be necessary
for the adjustment, operation and maintenance of any equipment, shall be furnished with the
respective equipment.
B. Tools shall be furnished in heavy steel toolboxes complete with lock and duplicate keys.
C. Furnish the following spare parts for each pump.
1. One set of all special bolts, nuts and impeller lock collets.
2. One set of all pump shaft and driver bearings.
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3. One mechanical seal repair kit.
4. One quart of enclosure touch-up paint.
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1.10 WARRANTY
A 2-year basic warranty shall be provided on all equipment from the date of final acceptance of
installation. Warranty start date shall not be longer than 180 days after complete installation. If
the equipment should fail during the warranty period due to a defective partes), it shall be
replaced in the machine and the unites) restored to service at no additional cost to the Owner.
A. The manufacturer and the County shall conduct an annual inspection of the equipment and
accessories to determine the status of the product. A first anniversary inspection will be
scheduled by the County the 11 th month following acceptance of the work. Inspection personnel
shall include the CONTRACTOR, the technical representative of the pump manufacturer and the
County's inspector. The County will schedule a final inspection prior to the end of the second
(2nd) year warranty period. After each inspection the pump manufacturer shall furnish a written
report to the County describing the condition of the equipment. Any remedial work necessary
under this warranty shall be completed within 45 days of the inspection date.
1.1 I ADDITIONAL WARRANTY REQUIREMENTS
The equipment manufacturer shall also bid, as a separate line item in the procurement bid
documents the following additional equipment warranty requirements. The Collier County
Government may accept or choose not to accept the additional warranty services, and remove
this line item from the bid procurement document.
A. Vertical turbine pumps and rnotors
I. Concurrent with the basic warranty period as specified in Paragraph 1.09-, the equipment
manufacturer shall warrant the pumping equipment for each time period or duration of actual
operational running time, whichever occurs first, participating in the cost of repair or
replacement, in accordance with the following schedule:
Warranty Time after Startup of Time of Actual Pump Manufacturer's Share
Period Pumping Equipment Operation of Cost of Repair or
(Months) (Hours) Replacement
(Percent)
NO.1 0-24 0-3,000.0 100
No.2 25 - 45 3,000.1 - 6,500.0 50
No.3 46 - 66 6,500.1 -10,000.0 25
2. The warranty shall cover defects in workmanship and material and cover all costs for both
labor and parts required to inspect and repair pumping equipment delivered to the pump
manufacturer's authorized repair and maintenance service center. During the basic warranty
period required by Paragraph 1.09 and Warranty Period No.1, the Manufacturer shall be
responsible for removing and reinstalling the pumping equipment in the existing pump
can(s). The Manufacturer shall be responsible for removal and reinstallation of the pump
power and control cables and all transportation or shipping costs for delivery of the pumping
equipment to a service center and return to the pump station site during Warranty Period No.
1. If warranty service is required after Warranty Period No.1, the Manufacturer shall be
responsible for all transportation or shipping costs for delivery of the pumping equipment to
the service center and return to the site.
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3. The Manufacturer's obligation under this warranty shall be to repair or rePlace! dQcEe ·
pump and motor at the prorated share of cost stated above, exclusive of any shipping costs
for which the Manufacturer is responsible as stated above.
B. Agreement to Warranty Conditions
1. The Manufacturer shall, as part of the required shop drawing and product submittal date,
deliver a certified statement of agreement to the above-listed conditions of warranty for
equipment and materials to be supplied and installed under this Section of the Specifications.
If this agreement is not submitted, the equipment shall not be approved for use in the Work.
2. A typewritten or printed copy of the product warranty(ies), including the above provisions
and applicable dates of commencement and expiration of each warranty period, shall be
supplied with other required product data.
C. Spare Parts
In addition to the above and as part of these additional warranty requirements, the equipment
manufacturer of the vertical turbine pumps and motors shall provide a $1,000.00 allowance for
each of the three pumping units, which shall be included in the bid price for additional spare
parts to be selected by the Owner. A complete spare parts list, including each component
furnished shall be submitted with the Operation and Maintenance Manuals. The list shall
include the Manufacturer's current price, guaranteed for three years from the acceptance of
installation.
PART 2 PRODUCTS
2.01 GENERAL
A. The pumping units shall all be manufactured and supplied by Flowserve and Flowserve
approved vendors and shall be complete including pumps, motors, and appurtenances such as,
but not limited to, couplings, guards and gauges.
B. The pumps and motors shall be designed and built for 24-hour continuous service at any and all
points within the required range of operation, without overheating, without cavitation, and
without excessive vibration or strain. All parts shall be so designed and proportioned as to have
liberal strength, stability and stiffness and to be especially constructed to meet the specified
requirements. All fabricated pressure containing components of steel piping and pumps shall
be constructed with a 3/8' minimum wall thickness. Ample room and facilities shall be provided
for inspection, repairs and adjustment.
C. All necessary new foundation bolts, nuts and washers shall be furnished and shall be Type 316
stainless steel.
D. Each major piece of equipment shall be furnished with a stainless steel nameplate (with
embossed data) securely mounted to the body of the equipment. As a minimum, the nameplate
for the pumps shall include the manufacturer's name and model number, serial number, rated
flow capacity, head, speed and all other pertinent data. As a minimum, nameplates for motors
shall include the manufacturer's name and model number, serial number, horsepower, speed,
input voltage, amps, number of cycles and power and service factors.
E. All equipment to be furnished under this Contract, unless specified otherwise in the technical
specifications, shall be designed to ensure that the sound pressure level does not exceed [85]
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decibels over a frequency range of 37.8 to 9600 cycles per second at a distance of l Qm(y ·
portion of the equipment, under any load condition, when tested using standard equipment and
methods. Noise levels shall include the noise from the motor. Mufflers or external baffles shall
not be acceptable for the purpose of reducing noise. Data on noise levels shall be included with
the shop drawing submittal..
2.02 CONDITIONS OF OPERATION
A. The pumps shall be Model 15HH340-4 by Flowserve (formerly Worthington), and shall be
hydraulic duplicates of the existing pumps. The pumps bowl assemblies within each service
type shall be identical in every respect with all parts interchangeable.
B. Each pump shall be designed for the conditions of service tabulated as follows and shall operate
within the system head curves as appended. All pumps shall have a rising head c'1.pacity curve
for stable pump operation from the minimum head operating point to the shut-off head.
1. Service:
2. Number of pumps: 3
3. Liquid:
4. Maximum temperature (degree F):
5. Maximum Motor Speed (rpm)
6. Minimum Motor Speed (rpm)
7. Column Size (inches)
8. Discharge Size (inches)
9. Pump Shut Off Head at Design Speed (feet)
10. Minimum Pump Shaft Diameter (in.)
11. Primary Capacity (gpm)
12. Minimum TDH at Primary Capacity (feet)
13. Minimum pump Efficiency at Primary Capacity (%)
14. Design capacity (gpm):
15. Design total head (TH)(ft):
16. Minimum efficiency at design point (percent):
17. Secondary Capacity (gpm)
18. Secondary TDH(ft)
19. Minimum efficiency at Secondary Capacity (percent):
20. Non-overloaded motor HP:
Finished Water
Duty: 2 Standby: 1
Finished Water
80
1800
1350
12
16
480
2.19
3,250
280
83
3750
240
81
4,250
176
70
300
C. Where total head (TH) is referred to in conjunction with the specified discharge requirements, it
shall be understood to consist of the sum of the pressure head plus the velocity head, in feet, at
the discharge nozzle of the pump minus the pressure head and the velocity head at the suction
nozzle of the can. The efficiency of the pump shall be understood to be based upon total head
as just defined.
D. The pumps shall operate throughout the entire operating range, within the vibration limitations
specified in Paragraph 1.05F above.
2.03 PUMP CONSTRUCTION
A. Vertical turbine line-shaft pumps shall be self-lubricated, completely equipped with motor
support and head shaft steady bushing and shall conform to A WW A E 1 0 1, Vertical Turbine
Pumps, where not in conflict with the specific requirements specified herein.
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B. Pump buwls, including suction hell, shall be ASTM A48, Class 30 cast iron, flangelQ,Ed
construction with bronze bearings. Bronze bowl wear-rings shall be furnished
.
C. Each impeller shall be cast bronze, ASTM B584 (certified analysis of the impeller pour metal
required); enclosed type; statically and dynamically balanced and complete with bronze wear
ring. Impeller shall be coated with Belzona Super Metalglide 2 part epoxy.
D. Impeller shafts and couplings shall be Type 416 stainless steel. Collets and locknuts shall be
Type 316 stainless steel.
E. Line shafts and couplings shall be Type 416 stainless steel and shall be field replaceable.
F. The pump line-shaft and top shaft each shall be one-piece solid shaft construction with
self-tightening threaded connecting stainless steel couplings with a top shaft impeller adjustment
nut, including locking screw. The motor shall incorporate a non-reverse ratchet. The pump and
motor shaft sections shall be joined with a shaft coupling located above the stuffing box and
positioned to be easily removable through the discharge head openings.
G. Pump Discharge Head
1. The discharge head shall be fabricated steel with plain end and Dresser Coupling restraint
lugs. The 'L" Type discharge head design shall have a 16" plain end connection. It shall be
the manufacturer's responsibility to ensure that the centerline ofthe pump discharge
matches the centerline of the discharge header.
2. The discharge head shall include a stuffing box and have extra large openings for pump
adjustment and seal maintenance. It shall also include a suitably sized drain connection, a
continuous bypass to maintain low stuffing box pressure and to assure positive stuffing box
bushing lubrication, a 1/4-in tap for the discharge pressure gauge and manual air release of
the can through the discharge head baseflange, each with stainless steel pipe nipples and
T -handle cock and bolts and nuts. AI" minimum tap for an air valve shall be provided.
3. The base of the discharge head shall be machined to match the drilling of the top suction
can flange as selected by the pump manufacturer.
4. The top of the discharge head shall have a registered fit for mounting driving motor.
H. For New Pumps 1,2 and 3 it shall be the responsibility of the pump manufacturer to design and
execute the modifications to the existing cans with new supporting sole plates of fabricated steel
plate with tapped holes for bolting down pump discharge head. The pump manufacturer shall
recommend and furnish the size and number of all bolts, nuts, washers and anchor bolts. The top
of the sole plate shall be machined to mate with the discharge head base plate. The pump
manufacturer shall determine the dimensions and thickness of this sole plate required to connect
to the existing discharge manifold as shown on the drawings. The Pump Manufacturer will be
required to provide the new can top plate machined to a level tolerance of .002 inch per foot.
1. For Existing Pumps 4,5 and 6 pumps shall be run before removal and vibration readings, pressure
and flow taken to confirm baseline operational performance before the modifications are
performed. It shall then be the responsibility of the Pump Manufacturer to remove the existing
pumps, megger the motors and report findings, disassemble pumps and Belzona coat the existing
impellers, sandblast and paint existing bowls, column adapters, baseplates and discharge heads,
reassemble and reinstall finished pumps and motors. He shall also inspect and report on
condition of existing cans and discharge head mounting surfaces and make repairs or recondition
as agreed upon by ENGINEER and place pumps back into service. NOTE: The can shall be
repaired with a welded 11 gauge stainless steel liner if the wall thickness (after sandblasting) is
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less than 30% of the original wall thickness or 0.26 inches. This requirement will be the criteria
for evaluation and repair of all the existing suction cans being inspected as described in Sections
01010 and 01014.
.
J. The construction of the pumps, position and number of column pipe flanges shall be such that
the pumps can be readily installed and removed for repairs. The headroom of the existing
building requires that proper care be exercised in removal and reinstallation of the equipment.
K. Each pump shall be equipped with a discharge pressure gauge. Pressure gauges shall be bronze
bourdon tube SOLFRUNT Duraguage Series 1980 Black Phenol Turret type with Type 316
stainless steel rack and pinion movement or equal. The gauges shall be glycerin filled. Gauges
shall be calibrated from 0 to 60 psig for suction service and 0 to 100 psig for discharge service.
Gauges shall be 4-1/2-inch diameter furnished with 1I4-inch inlet. All fittings and cocks shall be
stainless steel. Pressure gauges shall be furnished with isolating pulsation dampeners.
L. The natural frequency of the assembled pump and its supporting structure shall be at least 25
percent higher than the maximum pump speed.
2.04 PUMP DRIVE SYSTEM
A. Each pump shall be driven by a vertical variable speed hollow shaft squirrel cage induction
electric motor with speed (range) and maximum horsepower and speed as specified in
Paragraph 2.02 and with total enclosed fan-cooled enclosure and include a thrust bearing
capable of handing both the mechanical and hydraulic thrust of the pump.
B. The pump motors shall be suitable for driving the pumps continuously over the entire pumping
range. The pump manufacturer shall furnish the pump motors. The motors shall be constructed
and guaranteed to withstand runaway reverse speed equal to 150 percent of synchronous speed
or the runaway speed that would occur at an applied head of 240-ft, whichever is higher.
C. Each pump shall be directly connected to its driver by means of a lineshaft coupling; the hollow
shaft motor shall include a steady bushing.
D. Motors shall be severe duty, VHS squirrel cage induction type NEMA Design B suitable for
continuous duty. Motors shall be totally enclosed fan cooled (TEFC).
E. Motors shall be rated 460 Volts, 3 Phase, 60 Hz AC, minimum efficiency of94.8 percent, and
rated for inverter duty in accordance with NEMA MG-I, 2003 Part 31. Each motor shall have a
1.15 service factor at the Class B Temperature Rise.
F. The motors shall be built in accordance with current NEMA, IEEE, ANSI and AFBMA
standards. Motors shall be of the type and quality described by this Section, fully capable of
performing in accordance with Manufacturer's nameplate rating, and free from defective
material and workmanship.
G. The motors shall be sufficient size for the duty to be performed and shall not exceed their full-
rated load when the driven equipment is operating at specified capacity and over the operational
range. The motors shall not be overloaded at any discharge condition. The motor shall not be
required to deliver more than its rated nameplate horsepower, at the 1.0 service factor, under any
condition of 10ading (i.e. although a 1.15 service factor is required, it may not be used under any
condition).
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.
H. Each motor shall develop ample torque for its required service throughout its acceleration range
at a voltage 10 percent below nameplate rating.
1. The motor manufacturer's nameplates shall be engraved or embossed on stainless steel and
fastened to the motor frame with stainless steel screws or drive pins. Nameplates shall indicate
clearly all of the items of information enumerated in NEMA Standard MGI-I0.38 or
MGI-20.60, as applicable.
J. Each motor shall be equipped with space heaters to prevent moisture condensation when the
motor is not in service. The space heaters shall be of adequate capacity to maintain the
temperature of the motor sufficiently above the dew point at all times. Heaters shall be ofthe
cartridge or flexible wrap around type installed within the motor enclosure adjacent to core
iron. Heaters shall be rated for 120 Volt, single phase with wattage as required. The heater
wattage and voltage shall be embossed on the motor nameplate. Power leads for heaters shall be
brought out at the motor accessory lead junction box. Space heaters shall be de energized when
the motor is in operation.
K. The Motors shall have vacuum pressure impregnated (VPI) epoxy insulation for moisture
resistance.
L. Squirrel-cage rotors shall be made from high-grade steel laminations adequately fastened
together and to the shaft, or shall be cast aluminum or bar-type construction with brazed end
rmgs.
M. The motors shall be of the premium efficiency and high power factor type. Motors shall be the
corrosion resistant type conforming to motors designated as "Corro-Duty" by U.S. Motors.
N. Motors shall have normal or high starting torque (as required), low starting current (not to
exceed 650 percent full load current), and low slip.
O. Motors shall have a Class F nonhygroscopic insulation system but shall be limited to Class B
Temperature-Rise, at 1.15 service factor.
P. Motors shall have a final coating of chemical resistant corrosion and fungus protective epoxy
fortified enamel finish sprayed over red primer over all interior and exterior surfaces. Stator
bore and rotor of all motors shall be epoxy coated.
Q. All fittings, bolts, nuts, and screws shall be plated to resist corrosion. Bolts and nuts shall have
hex heads.
R. All machine surfaces shall be coated with rust inhibiter for easy disassembly.
S. Conduit box shall be split from top to bottom and shall be capable of being rotated to four 90
degree positions. Synthetic rubber-like gaskets shall be provided between the frame and the
conduit box and sealed with a non-wicking, non-hygroscopic insulating material. A frame
mounted pad with drilled and tapped hole, not less than 1/4-inch diameter, shall be provided
inside the conduit box for motor frame grounding. All motor conduit boxes shall be provided
with the correct number of conduit openings sized as indicated on the drawings. CT's for surge
and overload protection shall be located inside the conduit/termination boxes. Boxes shall be
suitably sized for conductor bending, CT's, and terminations.
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.
T. A thermal switch type temperature sensor shall be furnished for each motor. The thermal
switch shall have a N.O. and N.C. contact available. Leads shall terminate in the accessory
conduit box.
U. The bearing shall be oil lubricated ant-friction type with an AFBMA average life of 20 years.
Each bearing shall be equipped with a 100 ohm platinum resistance temperature detector with
leads brought to the low-voltage terminal box.
V. Low voltage, three phase motors shall be manufactured by U.S. Motors.
2.05 SHOP TESTS
A. The ENGINEER shall review the factory test data for pumps to be furnished under this Section
prior to their shipment from place of manufacture.
B. Each pump shall be factory tested with a Standard Performance Test as described in Hydraulic
fustitute Test Standards, Vertical Pumps - 2.6 for vertical turbine pumps and all test data
submitted for approval by the ENGINEER prior to shipment. Certified copies of the calculated
anticipated pump field performance curves shall be submitted including head, capacity,
efficiency, total brake horsepower, NPSH and required submergence.
C. The discharge head, bowl and can assembly of each pump shall be hydrostatically tested in full
compliance with the Hydraulic Institute Test Standards, Vertical Pumps - 2.6.
D. Pump motor tests and variable speed drive tests as specified hereinafter shall be submitted for
approval by the ENGINEER prior to shipment.
E. One pump shall be factory tested at three additional equally spaced speeds between minimum
and maximum speeds.
2.06 SURFACE PREPARATION AND SHOP PRIME PAINTING
A. The exterior of the pump head shall blast cleaned in accordance with SSPC-SP-6 immediately
prior to priming. The prime coat shall be spray applied to a dry film thickness of3.0 - 4.0 mils
with 66-1211 Epoxyline Primer by Tnemec Co. or equal by Ameron, Carboline or equal. .
B. All interior and exterior wetted surfaces of pump columns, and discharge and the exterior of the
bowl assemblies shall be cleaned blast cleaned in accordance with SSPC-SP-IO and painted
with an NSF approved, Polyamidoamine Epoxy coating equal to Pota-Pox Plus, Series 140, by
Tnemec Co., in accordance with paint manufacturer's instructions.
C. All coatings on wetted surfaces shall meet NSF 61 Certification for use with drinking water
systems. Surface preparation shall conform to the coating manufacturer's recommendations.
PART 3 EXECUTION
3.01 PREPARATION
A. Coordinate with other trades, equipment and systems to the fullest extent possible.
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B. Take all necessary measurements in the field to determine the exact dimensions for all work and
the required sizes of all equipment under this Contract. All pertinent data and dimensions shall
be verified.
.
3 .02 INSTALLATION
A. The Pump Manufacturer shall install all pumps and motors to the latest manufacturers standards
and those of the Hydraulic Institute, latest edition.
B. The Pump Manufacturer shall supply the services of a factory representative to supervise the
completed pump installation to the satisfaction ofthe ENGINEER.
C. The pump manufacturer's qualified supervisory services, including manufacturer's engineering
representatives, shall be provided to ensure that the work is done in a manner fully approved by
the respective equipment manufacturer. The pump manufacturer's representative shall
specifically supervise the installation and alignment of the pump with the driver, the grouting,
the alignment of the connecting piping and the installation of the field installed packing. If
there are difficulties in the start-up or operation of the equipment due to the manufacturer's
design or fabrication, additional service shall be provided at no additional cost to the Owner.
Services of the manufacturer's representatives and training shall be provided when the first
pump is started, with follow-up visits upon start-up of each subsequent pump.
D. A certificate from the equipment manufacturer shall be submitted stating that their installation
of their equipment is satisfactory, that the equipment is ready for operation and that the Owner's
operating personnel have been suitably instructed in the operation, lubrication and care of each
unit.
3.03 FIELD TESTS
A. In the presence of the ENGINEER such tests as necessary to indicate that the pumps, motors,
and variable speed drives conform to the efficiencies and operating conditions specified shall be
performed. A 30-day operating period of the pumps will be required before acceptance. If a
pump performance does not meet the specified requirements, corrective measures shall be taken
or the pump shall be removed and replaced with a pump that satisfies the conditions specified.
All test procedures shall be in accordance with factory test procedures specified above and
certified results of tests shall be submitted. Provide, calibrate and install all temporary gauges
and meters, make necessary tapped holes in the pipes, and install all temporary piping and
wiring required for the field acceptance tests. Written test procedures shall be submitted to the
ENGINEER for approval 30 days prior to testing.
..:-
B. After installation and as soon as conditions permit full speed operation, retain the services of a
qualified independent mechanical testing firm to perform a detailed vibration signature analysis
of each unit, including both "Bump Tests" and X-Y vibration profiles, to (a) prove compliance
with the specified vibration limitations and (b) prove there are no field installed resonant
conditions due to misalignment, the foundation, or the connecting piping and its supports, when
operating at any speed within the specified operating range. A written report shall be submitted
including a sketch of the unit indicating on where and in which direction the vibration readings
were taken and recorded showing (a) peak-to-peak displacement, in mils, (b) frequency and (c)
peak velocity level, in inches per second. The report shall contain a complete analysis of their
findings, describing any problems encountered, if any, probable cause and specific
recommendations for any required corrective action.
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.
C. Ifrequired, take corrective action and have the units retested to ensure full compliance with the
specified requirements. All costs associated with the field tests or any required corrective
action shall be borne by the Installation CONTRACTOR.
D. The vibration analysis indicated above shall be repeated 6 months after signature testing. A
report shall be prepared comparing the results of the 6-month tests with the results of the
signature tests. Significant worsening of the vibration, to be determined by the ENGINEER,
during the 6-month tests shall require corrective action and retesting.
END OF SECTION
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4
SECTION 16110
RACEWAYS, BOXES, FITTINGS AND SUPPORTS
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Furnish and install complete raceway systems as shown on the Drawings and as specified herein.
1.02 RELATEDWORK
A. Refer to Section 16600 for additional requirements.
1.03 SUBMITTALS
A. Submit to the Engineer, in accordance with Section 01300, the manufacturers' names and product
designation or catalog numbers with cut-sheets of all materials specified. Indicate in the
submittal, the areas where specific materials are used.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Rigid Aluminum Conduit
1. Rigid aluminum conduit shall be 6063 alloy and shall be as manufactured by New Jersey
Aluminum Corp.; Reynolds Aluminum International Services Inc.; Alumax Extrusions, Inc;
VA W of America, Inc. or equal.
2. Rigid aluminum conduit shall be for use under the provisions of NEC Article 346.
B. Electrical Metallic Tubing
1. Electrical metallic tubing shall be hot-dipped galvanized steel as manufactured by the Allied
Tube and Conduit Corp.; Triangle PWC Inc.; Wheatland Tube Co.; Bridgeport or equal.
2. Electrical metallic tubing shall be for use under the provisions of NEC Article 348.
C. Rigid Nonmetallic Conduit
1. PVC conduit shall be rigid polyvinyl chloride schedule 80 as manufactured by Carlon; An
Indian Head Co.; Cantex; Queen City Plastics or equal.
2. PVC conduit used in underground concrete encased duct banks shall be rigid polyvinyl
chloride Type DB as manufactured by Carlon; An Indian Head Co.; Cantex; Queen City
Plastics or equal.
3. PVC conduit shall be for use under the provisions of NEC Article 347.
D. Liquidtight Flexible Metal Conduit, Couplings and Fittings
1. Liquidtight flexible metal conduit shall be Sealtite, Type UA, manufactured by the Anaconda
Metal Hose Div.; Anaconda American Brass Co.; American Flexible Conduit Co., Inc.;
Universal Metal Hose Co. or equal.
2. Fittings used with liquidtight flexible metal conduit shall be of the 3-piece screw-in type
malleable iron as manufactured by the O.Z. Gedney Co. or equal.
3. Liquidtight flexible metal conduit shall be for use under the provisions of NEC Article 351.
6295 -413 50/1 0/2812004
16110-1
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AddilJP
.
E. Flexible Metallic Tubing
1. Flexible metallic tubing shall be for use under the provisions of NEC Article 349.
2. Flexible metallic tubing shall be hot-dipped galvanized steel strips shaped into interlocking
convolutions firmly joined to one another assuring a complete lock similar to Tristeel as
manufactured by Triangle - PWC, Inc. or equal.
3. Flexible metallic tubing shall be used only indoors for connection to lighting fixtures in
NEMA 1 administration and office areas.
4. Furnish and install insulated bushings at terminations for conductor protection.
F. Flexible Couplings
1. Flexible couplings shall be type ECGJH as manufactured by the Crouse-Hinds Co.; Appleton
Electric Co.; Killark Electric Manufacturing Co. or equal.
G. Boxes and Fittings
1. Pressed steel switch and outlet boxes shall be hot-dipped galvanized with hot-dipped
galvanized tile rings as manufactured by the Raco Manufacturing Co.; Adalet Co.; O.z.
Manufacturing Co. or equal.
2. NEMA 1 and NEMA 12, junction boxes, pull boxes etc., shall be sheet steel unless otherwise
shown on the Drawings. Boxes shall be galvanized and have continuously welded seams.
Welds shall be ground smooth and galvanized. Box bodies shall be flanged and shall not
have holes or knockouts. Box bodies shall not be less than 14 gauge metal and covers shall
not be less than 12 gauge metal. Covers shall be gasketed and fastened with stainless steel
screws. Terminal boxes shall be furnished with hinged doors, terminal mounting straps and
brackets (refer to Section 16191 for additional requirements). Boxes shall be as
manufactured by Hoffman Engineering Co.; Lee Products Co.; ASCO Electrical Products
Co., Inc., or equal. All boxes shall be shop primed and painted by the box manufacturer.
3. NEMA 4X stainless steel, junction boxes and pull boxes shall be 316 stainless steel with 316
stainless steel hardware and gasketed covers. Boxes shall have continuously welded seams
and welds shall be ground smooth. Box bodies shall be flanged and shall not have holes or
knockouts. Box bodies shall not be less than 14 gauge metal and covers shall not be less than
12 gauge metal. Covers shall be gasketed and fastened with stainless steel screws. Terminal
boxes shall be furnished with hinged doors, terminal mounting straps and brackets (refer to
Section 16191 for additional requirements.) Boxes shall be as manufactured by Hoffman
Engineering Co.; Lee Products Co.; ASCO Electrical Products Co., Inc., or equal.
4. Cast aluminum boxes and fittings shall be copper free aluminum with cast aluminum covers
and stainless steel screws as manufactured by the Killark Electric Co..; Crouse-Hinds Co.;
Appleton Electric Co.; or equal.
5. Cast aluminum device boxes shall be Type FD. All cast aluminum boxes and fittings shall be
copper-free aluminum with cast aluminum covers and stainless steel screws as manufactured
by the Killark Electric Co.; Crouse-Hinds Co.; L. E. Mason Co. or equal.
6. Cast aluminum fittings (C's, T's, LB's, etc.) shall be of the mogul design (with rollers) as
manufactured by Appleton Electric Co.
7. Multi-Outlet Assembly
a. Multi-Outlet Assembly shall only be used where specifically indicated on the drawings.
The assembly enclosures shall consist of two piece, all steel or anodized aluminum
raceways which shall allow for field installation of wiring and standard receptacles.
b. Multi outlet assemblies shall be UL Listed as a Multi-outlet assembly.
c. Raceway bases and removable covers shall be .040-in steel, minimum of 2-1I8-in high by
1-5/8-in deep. Entrance fittings shall be sized for 3/4-in conduit.
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Addendum No. 1
SECTION 16370
lOF
-.
480 VOLT VARIABLE FREQUENCY DRIVES
(INSTALLATION)
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. The Contractor shall furnish all labor, materials, equipment and incidentals required to accept
delivery and install variable frequency drives with integral auto transformer as shown on the
Drawings. The variable frequency drives shall be provided by the Owner installed by the electrical
contractor.
B. These specifications are intended to give a general description of what is required. but do not
cover all details which will vary in accordance with the requirements of the equipment furnished.
They are, however, intended to cover the delivery and complete installation and field testing, of all
materials, equipment and appurtenances for the variable frequency drives herein specified.
C. The work shall include the services of factory representatives of the variable frequency drive
manufacturers to inspect the final installation, to perform field acceptance tests on the installed
equipment and to instruct the regular operating personnel in the care, operation and maintenance
of equipment.
D. The variable frequency drives shall be installed by the electrical contractor and shall meet the
requirements of Division 16.
E. A Harmonic Analysis shall be performed after the VFDs are installed. The harmonic analysis, shall
be performed for normal plant operation loads with high service pumps no. 4, 5, and 6 running
with two of the three new variable speed pumps running.
1.02 DESCRIPTION OF SYSTEMS
A. The Owner furnished variable frequency drives will become part of a complete system, as
specified in Division 11 and 13. The contractor shall coordinate with the variable frequency drive
manufacturer to ensure the proper installation of the VFD's to the new pumping equipment.
B. Additional controls shall be provided as required by Division 13 and as shown on the loop
drawings.
1.03 QUALIFICATIONS
A. Variable speed drives shall be installed per the VFD manufacturer's recommendations.
B. All installed equipment furnished under these Specifications shall be new and unused.
1.04 SUBMITT ALS
A. Copies of all materials required to establish compliance with the specifications shall be submitted.
Submittals shall include at least the following:
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Addendum No. 1
1. Certified sbop and erection drawings showing all important details of cOnStnlctil. QeEons
and anchor bolt locations. Standard preprinted sheets or drawings simply marked to indicate
applicability to this contract will not be acceptable.
2. Descriptive literature, bulletins and/or catalogs of the equipment.
3. Data on the characteristics and performance of the variable frequency drives. Data shall
include certification that the variable frequency drives are warranted for use with the new
motors specified in Division 11.
4. Complete drawings shall be furnished for approval before proceeding with installation, which
includes coordination with other electrical control devices operating in conjunction with the
variable frequency drive, and suitable outline drawings with sufficient details for locating
conduit stub-ups and field wiring. Due to the complexity of the system, it is imperative the
above drawings be clear and carefully prepared to facilitate interconnections with other
equipment. Standard preprinted sheets or drawings simply marked to indicate applicability to
this contract will not be acceptable. Coordinate with Owner for VFD equipment information.
5. A complete total bill of materials of all equipment.
1.05 OPERATING INSTRUCTIONS
A. Three copies of the operating and maintenance manuals shall be furnished. The manuals shall be
prepared specifically for this installation and shall include all required cuts, drawings, equipment
lists, descriptions, etc. that are required to instruct operating and maintenance personnel unfamiliar
with such equipment. Coordinate with Owner for VFD equipment information.
B. A factory personnel of the manufacturer who has complete knowledge of proper operation and
maintenance of the specified equipment shall provide all the instruction and training as specified
herein. This shall be done in conjunction with and coordinated with the O&M instructions to be
provided for the equipment. motors and control panels.
C. The cost of training programs to be conducted with Owner's personnel shall be included in the
Contract Price. The training and instruction, insofar as practicable. shall be directly related to the
System being supplied. The manufacturer shall include the travel and expenses for two Owner
personnel attending factory training.
D. The training program shall represent a comprehensive program covering all aspects of the VFD
and maintenance of the system.
E. All training schedules shall be coordinated with and at the convenience of the Owner. Shift
training may be required to correspond to the Owner's working schedule.
F. On-site Training: On-site (field) training shall be conducted at the Owner's site and shall provide
detailed hands-on instruction to Owner's personnel covering: system debugging, program
modification, trouble-shooting, maintenance procedures, calibration procedures, and system
operation. The training shall run at times chosen by the Owner. The training shall be conducted
over a period of five days.
1.06 WARRANTY
A. All equipment supplied under this Section shall be warranted by the supplier and the equipment
manufacturers for a period of one (1) year from startup or 24 months from shipment, which ever
occurs first in accordance with Section 01740.
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.
Addendum No.1 0 F
B. The equipment shall be warranted to be free from defects in workmanship, design and materials. If
any part of the equipment should fail during the warranty period, it shall be replaced in the
machine(s) and the unites) restored to service at no additional cost to the Owner.
.."
.
C. The manufacturer's warranty period shall run concurrently with the supplier's warranty period. No
exception to this provision shall be allowed.
PART 2 - PRODUCTS
2.01 GENERAL
A. The Contractor shall install the variable frequency drives as described in this specification and as
detailed on the applicable Drawings.
B. The Contractor shall be responsible for the erection, installation and start up of the equipment
covered by this specification.
C. Variable frequency drives shall operate as specified on existing standby generators or normal
power sources.
2.02 HARMONICS STUDY
A. An independent firm shall provide an electrical system, harmonics study for the electrical
distribution system. The goal of the study shall be to determine requirements for the equipment to
comply with the harmonic distortion levels.
B. The harmonics study shall indicate compliance or non-compliance with the harmonics and line
notching requirements specified by IEEE 519. The study shall be based on and contain, as a
minimum, the following:
1. Minimum utility system shOlt circuit kV A (confirm in writing with utility); with all VFDs
operating simultaneously, operating over a 60 to 100 percent speed range. The location point
of common coupling shall be as the secondary of the utility transformer.
2. Explanation of method used to perform the study.
3. Explanation of study results with specific recommendations on filters and/or other measures
that will be implemented to meet the specified limits.
4. All calculations and/or computer printouts used to arrive at the recommendations.
5. Individual drive voltage and current harmonic content up to the fiftieth harmonic, and the
combined total of all the drive harmonic contents reflected in the system source supply voltage
and current as a percent of the 60 hz fundamental under actual load conditions from 0-60 hz at
10 Hz increments.
6. The harmonic distortion on the total installed distribution system for voltage and current
distortion levels and line notching per the requirements of IEEE 519-1992.
7. Coordinate with the VPD Manufacturer to provide all VPD manufacturer data necessary to
perform the study.
8. Study shall include feeder cable sizes, approximate feeder length motor data, switchgear data,
utility data, generator data, existing field data (if required) and any other information relevant
to the study.
9. The variable study provider is responsible to provide an up-to-date single line diagram with
referenced data within the submittal for this study.
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PART 3 - EXECUTION
Addendum No. 1
lOF
,~
.
3.01 INSTALLATION
A. Installation shall be in strict accordance with the manufacturer's instructions. Field wiring shall be
in accordance with manufacturer's recommendations. Anchor bolts shall be set in accordance with
the manufacturer's recommendations.
3.02 INSPECTION, TESTING AND STORAGE
A. The contractor shall notify the Engineer two weeks prior to all field tests. The Engineer shall have
the option to inspect all tests.
B. Field Tests:
1. Field tests of the drive shall be made by the manufacturer who will furnish all equipment and
record all data. The contractor shall be present during testing.
2. Field tests are the basis of demonstrating equipment proficiency and correct operation.
3. If the drive performance does not meet the Specifications, corrective measures shall be taken.
A seven (7) day 24 hour (actual operation) operating period as specified herein of the drive
will be required before acceptance. The contractor shall provide for seven (7) day 24 hour
(minimum) on-site supervision of the field acceptance tests. If corrective measures are to be
taken, such measures shall be done on-site at such times as convenient to the Owner. The
Owner shall be allowed to use any drive supplied immediately following installation and
testing whether or not the equipment meets the conditions specified.
4. Factory representatives of the manufacturer who are competent and experienced and who have
complete knowledge in the proper installation, operation and maintenance of the equipment
shall be provided to inspect and supervise the installation of the equipment and supervise the
initial test run. The first visit will be for checking and inspecting the equipment during
installation. The second visit will be to operate and supervise the initial field test. If problems
are encountered in operation of the equipment additional service shall be provided at no
additional cost to the Owner. These services are in addition to the services required for
training.
5. Training will not be permitted until all equipment is fully operationaL In the event that the
equipment becomes inoperable under warranty provisions, additional training will be provided
at no additional cost to the Owner as follows:
Inoperable Period
Additional Training
0-2 weeks None
2-6 weeks 2 days
More than 6 weeks 5 days
6. Functional Test: All equipment described herein shall be inspected for proper alignment, quiet
operation, proper connection, and satisfactory performance by means of a functional test.
Submit test procedure for review and approval by the Engineer.
7. Vibration Test: Vibration analyses shall be performed on the equipment when operating the
variable frequency drive through its entire speed range. Where loads and drives are separated
by intermediate flexible shafting, vibration shall be measured both at the top motor bearing
and at two points on the equipment bearing, 90 degrees apart.
8. Performance Testing: Demonstrate system performance by operating the system for a seven (7)
day continuous period while varying the application load, as the input conditions allow, to
verify system performance. Record all data necessary to document the successful performance
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Addendum Nl>. C) E .
of the system. Provide all instruments, equipment, and labor required to accomplis~is test. If
a unit fails the performance test, the supplier will be allowed to readjust and retest the system.
If the unit fails the second test, the unit will be rejected and the contractor shall furnish a unit
that will perform as specified.
9. Check each alarm and detection device for proper operation.
10. A copy of all tests and checks performed in the field complete with meter readings and
recordings, where applicable, shall be submitted to the Engineer.
C. General:
1. VFDs shall at all times be adequately protected against mechanical injury or damage by
water. VFDs shall not be stored out-of-doors. VFDs shall be stored in dry permanent
shelters. Temporary connections shall be provided to operate space heaters and temporary
lights required for heat shall be provided to control moisture. If any VFD has been
damaged prior to installation, such damage shall be repaired by the Contractor at his own
cost and expense. If any VFD has been subject to possible injury by water, it shall be
thoroughly dried out and put through such special tests as directed by the Engineer, at the
cost and expense of the contractor.
END OF SECTION
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16370-5
0:\6295_41350\100P\Sl"Csll6370.doc
THIS SHEET MUST BE SIGNED BY VENDOR
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
Purchasing Department
lOF
Ii
~
!!
BIDDERS CHECK LIST
IMP 0 R TAN T: Please read carefully, sign in the spaces indicated and return with your bid
proposal.
Bidder should check off each of the following items as the necessary action is completed:
1. The Bid has been signed.
2. The bid prices offered have been reviewed.
3. The price extensions and totals have been checked.
4. The payment terms have been indicated.
5. Any required drawings, descriptive literature, etc. have been included.
6. Any delivery information required is included.
7. If required, the amount of bid bond has been checked, and the bid bond or cashiers check has
been included.
8. Any addenda have been signed and included.
9. The mailing envelope has been addressed to:
Purchasing Director
Board of County Commissioners
Collier County Government Center
Purchasing Building
3301 Tamiami Trail, East
Naples, Florida 34112
11. The mailing envelope must be sealed and marked with:
<=:>Bid Number;
<=:>project Name;
<=:>Opening Date.
12. The bid will be mailed or delivered in time to be received no later than the specified ooeninq
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
M~-t t,ke(IOL~ f"c.../~- Lc vt?; U: ~./L
Bidder Name ~ /? /' /_
V J L- L----if:::;. D
Signature & Title /' / u
j/ ::L 1.((07
Date
WS-P-13
BID PROPOSAL
COLUER COUNTY WATER-SEWER DISTRICT
. COLUER COUNTY, FLORIDA
lOF
South County Regional Water Treatment Plant Upgrades and Modifications
Bid No. 05-3743
Place of Business
j.i\ \~t ,h ~tf d--" S Ie; I L (-/) ~~ ~ (; to . I~~
.
l.sL bot C;; 'k ~-f' I ~j ~ r N(!~fJ/e.S r/' JlI/oy
~ #l-M t:-
Full Name of Bidder
- Main Business Address
State Contractor's License # L Gc.. 0 If 1.'2;'" ~
- Telephone No. 23 '1- S-17 -.21 G"s Fax No. '2 -:s CJ- C~/1, .- ? 8 ".s-
To: BOARD OF COUNTY COMMISSIONERS OF COLUER COUNTY, FLORIDA
EX-OFFICIO THE GOVERNING BOARD OF THE COLLIER COUNTY
WATER-SEWER DISTRICT (hereinafter called the Owner).
The undersigned, as Bidder declares that the only person or parties interested in this Proposal as
principals are those named herein, that this Proposal is made without collusion with any other
_ person, firm or corporation; that he has carefully examined the location of the proposed work, the
proposed forms of Agreement and Bonds, and the Contract Drawings and Specifications, including
Addenda issued thereto and acknowledges receipt below:
/")
6
Date Issued
lil2;l~/D~
11/19/D4-
Contractor's
1:6~
/34-
Addendum Number
J
Bidder proposes, and agrees if this Proposal is accepted, Bidder will contract with the Owner in the
form of the copy of the Agreement included in these Contract Documents, to provide all necessary
machinery, tools, apparatus and other means of construction, including utility and transportation
services necessary to do all the Work, and furnish all the materials and equipment specified or
referred to in the Contract Documents in the manner and time herein prescribed and according to the
- requirements of the Owner as therein set forth, furnish the Contractor's Bonds and Insurance
specified in the General Conditions of the Contract, and to do all other things required of the
Contractor by the Contract Documents,and that he will take full payment the sums set forth in the
- following Bid Schedule:
NOTE: If you choose to bid, please submit an ORIGINAL and ONE COpy of your proposal
pages.
WS-P-1
lOF
.
Addendum No. I
BID PROPOSAL
COLLIER COUNTY, FLORIDA
SOUTH COLLIER REGIONAL WATER TREATMENT PLANT
MODIFICATIONS AND UPGRADES
BID NO. 05-3738
ITEM
NO.
ESTIMATED
OUANTITY BRIEF DESCRIPTION OF ITEMS(I)
($)
TOTAL PRICE
A. BASE BID
1.
L.S.
South County Regional Water Treatment
Plant Modifications and Upgrades to the
Chemical Feed Building, Chlorination
Facilities, Odor Control & Chemical
Storage Area, and High Service Pump
Station Improvements Except for
Those Bid Items Hereinafter Listed
Separately.
$
1>4-99.SDo~
, /
2.
L.S.
Performance and Payment Bond
Premiums and Insurances.
$
4.
L.S.
Demobilization
$
()(!J
/9, &00 -
,
t., 5 () DO (J3!-
J DP
4-~, OOD-
3.
L.S.
Mobilization
$
(2rrOT AL LUMP SUM BASE BID FOR PROJECT (SUMMATION OF
BID ITEMS 1,2,3 AND 4):
$
cpO
/,623. S-OO .-
, (Figures)
5. Lump Sum Allowance for Collier County Contract Amendments
$
300,000.00
6. (2)TOTAL LUMP SUM BASE BID FOR PROJECT (SUMMATION OF BID ITEMS 1,2,3,4, and 5):
()/lJE IYI /LLI()/lJ AJINt:; HttAJDR.-ru TWENtY rJ-//ZEE
1 H tJ t/ <sA-Ai [J F /1/ E: )./ t1N DR- c-IJ .tJ () LLA-fC-$.
.
$( /923 5" tJOt!?E- ).
(In Words) ) & igures)
(1) See Section 01150 for Pay Item Descriptions.
(2) If awarded, contract to be awarded on the Base Bid Onlv. No Deductible or Additive Alternate Bid Items shall
be considered in the A ward of the Project and shall be in accordance with Instruction to Bidders, Section 12 -
"Award of Contract""
6295-41350/11/19/2004
WS-P-2
TPA C:\Documents and SettingslhaeckerSIDeskloplAddendumlBid ProposaLdoc
Addendum No.1
SOUTH COLLIER REGIONAL WATER TREATMENT PLANT
MODJJ~JS=A TIONS AND UPGRADES
lOF
.~
41
BID NO. 05-3743
To assist in the evaluation of the bids and his qualifications to perform the work under the Contract, the Bidder
shall submit the following breakdown to show his allocation among the general items which comprise the Lump
Sum Price for the Base Bid:
Item ($) ($)
No. Unit Description Amount Total
1. Vertical Turbine High Service Pumps:
(a) Structural
(1) Structural $ S;~
(2) Remaining Structural & Accessories $ Z 000
(b) Electrical $ &5'.000
,
(c) Equipment:
(1) Remove, Salvage and Package Three (3)
Existing Vertical Turbine Pumps, Piping, ~ O(){)
Valves, Fittings, Starters and Accessories. $
,
(2) Install Three (3) Vertical Turbine High
Service Pump Nos. 1,2 & 3 and Electric S () tJp
Motors Furnished by COUNTY. $ ,
./
(3) Furnished By COUNTY Three (3) New
Variable Frequency Drives and Installed by
CONTRACTOR Complete With Electrical
and Instrumentation Modifications and ~OO(J
Accessories for Pump Nos. 1,2 & 3. $
(4) Install Three (3) New 16" Slanting /
Disc Check Valves with Top Buffers
and Three (3) New BFV's Furnished
by COUNTY and Installed by Pump 2 000
Manufacture and Accessories. $ /
(5) Modifications to Existing 20" Steel
Pump Common Header and Three (3)-
16" Individual Pump Discharge Lines,
Three (3) 16" Couplings, Six (6) Pipe
Supports, Modifications to Existing
Three (3) Pump Can Supports and 5. OCJO
Accessories by Pump Manufacture. $ 1
(6) Remove Existing Vertical Turbine Pump ,
No.4, Inspect Existing Steel Cans Interior
and Rehabilitate the Pump Colurrm Discharge
Pipe and Pump Discharge Header for
Acceptable Condition, Sandblast, NSF 5 DOO
Coating and Place Back Into Operation. $ J
,
6295-41350/11/19/2004
ws - P - 2a TPA C:\Documents and SettingslhaeckerS\Desktop\Addendunt.0047D.doc
AddendfO F
Item
No.
($)
Total
Unit Description
(d)
(7) Remove Existing Vertical Turbine Pump
No.5, Inspect Existing Steel Cans Interior
and Rehabilitate the Pump Column Discharge
Pipe and Pump Discharge Header for
Acceptable Condition, Sandblast, NSF
Coating and Place Back Into Operation.
(8) Remaining Equipment and Accessories.
Piping, Valves and Fittings:
(1) Remove, Salvage and Transport Existing
20" Common Header Piping, Valves and
Fittings to Onsite Storage Facilities.
(2) Furnish and Install New Piping, Fittings, 20"
BFV and Couplings in Existing 20" Steel
Common Plant Discharge Headers.
(3) Replace Existing 6" BFV With A New
6" BFV in the Existing Pipeline for the
.Filter Surface Wash System.
(4) Remaining Piping, Valves, Fittings
and Accessories.
Miscellaneous Work:
(1) Maintenance of Flow
(2) Miscellaneous Work
(e)
2. Improvements to Chemical Feed Building:
(a) Structural Modifications
(b) Electrical:
(1) Remove Existing Enunciator Panel
and Furnish and Install a New
Enunciator Panel.
(2) Remove Existing Fan and Ductwork.
Furnish and Install Split AC Unit
In Electronic Room.
(3) Remaining Electrical Work and Accessories.
(c) Architectural:
(1) Remove and Replace Existing Door(s),
Hardware and Accessories.
(2) Install New Floor Covering.
(3) Paint Interior Walls and Ceiling
(4) Remaining Architectural and Accessories.
(d) Equipment:
(1) Remove Existing Hexametaphosphate and
Polymer Feed Systems and Accessories.
(2) Relocate Sodium Silicofluoride Feed System
To Location of Former Hexametaphosphate
Feed System.
(3) Furnish and Install New Polymer Feed
System Complete with New Piping, Valves,
Fittings and Accessories.
(4) Remaining Equipment and Accessories.
6295-41350/11/19/2004 WS-P-2b
($)
Amount
$
$
~9C2~
. 0 tJO
I
,
fJU
$ Z/L;()"O ,-
,
$ I ~(jJ 000
$ /D100f)
TPA C:lDocuments and SeltingslhaeckerSIDesktop\Addendum\00470.doc
$
zo@o
,
,
$
~-z f)t)O
/
$
I. () <9(J
,
2;tJOO
~Joro
400D
$
$
$
$
<50(!JJlJ
I
$
~ ~ tJ(90
$
$
2, tJO(}
.35,' oro
.;
$ tl.,70()t)
$ ..sfi. DC? ~
$ 16 ~ O(!)"
$ II 00{)
$ 1&,000
,
$ 1 z I DOt'
.
Addendum No.1
lOF .
Item ($) ($)
No. Unit Description Amount Total
(e) Piping, Valves, Fittings and Accessories $ S,O(!PO
(t) Miscellaneous Wark: ,
(1) Maintenance of Flow $ 20,000 CO
(2) Miscellaneous Work $ .3' {')1J $ 05(p;tJ{)tJ-
.1)
/ ,
3. New Exhaust Fans and Gravity Louvers
In Existing Chemical Room: 20 000
(a) Structural Modifications $
(b) Electrical $ ::>6. 0 ()CJ
(c) Equipment: /
(1) Install Four (4) New Exhaust Fans
Furnished and Installed By CONTRACTOR 4l;; 000
and Accessories in Existing Chemical Room. $
,
(2) Install Four (4) New Gravity Louvers,
Two (2) 24"x16" and Two (2) 24"x40,"
Furnished and Installed by CONTRACTOR I 6j DOD
and Accessories in Existing Chemical Room. $
(3) Remaining Equipment & Accessories $ ! b~tJO
(d) Piping, Valves and Fittings and Accessories $
(e) Miscellaneous Work: Z}OOO
(1) Maintenance of Flow $ I L14; Oot)~
(2) Miscellaneous Work $ i: O()O $
,- ,
4. Odor Control and Chemical Storage Area:
(a) Structural
(1) Reinforced Concrete Retaining Curb M. ooa
and Sump Pump Inlet Wells $
(2) Remaining Structural & Accessories $ 1~~
(b) Electrical $
(c) Equipment
(1) Three (3) Submersible Sump Pumps and '3 OtJO
Controls $ .
(2) Remaining Equipment & Accessories $ Z', (!)()f)
(d) Piping, Valves & Fittings $ !5 ()()1) U~OaP-
(e) Miscellaneous Work $ t Z-Z~ ()tJtJ $
,
5. Chlorine Svstem Upgrade:
(a) Structural $ S /)(jt)
(b) Electrical $ 10: WI!>
(c) Equipment r
(1) Remove, Salvage, Package and
Transport to North COUNTY Regional
WTP, One (1) Existing Four (4)
One Ton Beam Scale Located in Z.S-OD
the Chlorine Room. $
I
6295-41350/11/19/2004 WS-P-2c TPA C:\Documents and Settings\haeckerSIDesktop\AddendumlOO470.doc
Addendum No. I
lOF
Item
No.
($)
Total
Unit Description
(2) Remove and Relocate One (1) Existing
Six (6) Cylinder One Ton Cylinder Beam
Scale to a New Location in the Chlorine
Room, Replacing the Existing Four (4)
One Ton Cylinder Scale.
(3) Install One (1) New Seven (7) Cylinder
One (1) Ton Beam Scale Furnished and
Installed by the CONTRACTOR in the
Existing Chlorine Room Complete with
Accessories.
(d) Piping, Valves & Fittings
(e) Miscellaneous Work
(1) Maintenance-of-Flow
(2) Miscellaneous Work
6. Instrumentation:
(a)
(b)
(c)
Field and Panel Mounted Instruments
Process Instrumentation Systems
Remaining Equipment and Accessories
7. Miscellaneous:
(a) Bonds & Insurances
(b) Indemnification
(c) Mobilization
(d) Demobilization
8. Section 01310. Progress Schedule Submittals:
(a) Interim Schedule
(b) Detailed Schedule
(c) Monthly Status Report
(d) Quarterly Status Report
(e) Start-up Schedule
(t) As-Built Schedule
TOTAL BASE (SUMMATION OF ITEMS 1 THROUGH 8) $
Notes:
($)
Amount
$
~)(96
$
$
Ii ODO
i OfX)
~ O()D
"2.., f)OO
/
$
$
$
(JO
47~oeo-
,
$ I~ 990
$~_..
$'..~
,
0"
$ 157.5"Cff)--
/
$ 19 . 000
$ J /. f90tJ
$ 06', o~o
$-4e;: (}tJ&
&!)
$ lZ~eo{)-
r
$
$
$
$
$
$
7r ~t90
~OO
l}~
tsco t;D
isot)o $ 2o~~
/ '
J. Dc,.
.~Z3.5DO-
/ . ,
(FIgures)
(1) The Base Bid Total above, must equal the Bidder's Base Bid (Section "C"). Any disparity may result in
disqualification of the Bidder.
(2) It is understood that the allocations of prices listed above which comprise the Lump Sum Bid for the
Base Bid are part of the Proposal and will be used in evaluation of the Apparent Low Bidder's Bid and
are binding upon the CONTRACTOR.
6295-41350/11/19/2004
WS-P-2d TPA C:IDocuments and SettingslhaeckerSIDesktop\Addenduml00470.doc
(3)
Addendum No. I
"Miscellaneous Work" mcluded in the above items is: fabricated metals; painting not clerQ f
structural; liquid transferring; testing; cleanup; maintenance of flow; and any Work, materials and
equipment that may reasonably be inferred from the Contract Documents as being required to
produce the intended result will be supplied whether or not specifically called for.
.
END OF SECTION
6295-41350/11/19/2004
ws- P - 2e TPA C:IDocuments and SettingslhaeckerSIDesktop\Addenduml00470.doc
lOF
MATERIAL MANUFACTURERS
.
The Bidder is required to state below, material manufacturers he proposes to utilize on this project.
No change will be allowed after submittal of Bid. If substitute material proposed and listed below is
._ not approved by Engineer, Bidder shall furnish the manufacturer named in the specification.
Acceptance of this Bid does not constitute acceptance of material proposed on this list. THIS LIST
MUST BE COMPLETED OR BID WILL BE DEEMED NON-RESPONSIVE.
MATERIAL
1.
Dt9tG~.- Ff2-P
Q H Lb(2.J tJ t= SC,4-Lrt
p 19 L V m cR... FEED S'l~TUl1.
.- 2.
3.
4.
5.
6.
Dated
/I/?-.'-Iloy
WS-P-3
MANUFACTURER
e t{ em Pt2-U F
fYl ETIZ&,,<)fl.L/-L€
F L~{ I b Dy AI;r1n IC-S
M :+ C/h b II cr-- {'of ~ ~ Iz- 6.".).s;::; ~. fNC- /
Bidder
By:
~F
LIST OF SUBCONTRACTORS
lOF
.
The undersigned states that the following is a full and complete list of the proposed subcontractors
on this Project and the class of work to be performed by each, and that ,such list will not be added to
- nor altered without written consent of the Project Manager. The undersigned further acknowledges
its responsibility for ensuring that the subcontractors listed herein are "qualified" (as defined in
Ordinance 87-25 and Section 15 of Instructions to Bidders) and meet all legal requirements
- applicable to' and necessitated by this Agreement, including, but not limited to proper licenses,
certifications, registrations and insurance coverage. The County reserves the right to disqualify any
bidder who includes noncompliant and or non-qualified subcontractors in his/her bid offer. Further,
the County may direct the bidder/contractor to remove/replace subcontractor that is found to be
noncompliant with this requirement subsequent to award of the contract at no additional cost to the
County. THIS LIST MUST BE COMPLETED OR BID WILL BE DEEMED NON-RESPONSIVE.
Subcontractor
and address
1. L2e Al b IT! O/fJEi:::; /) j IC.
AJ fl-PLtS; FL
,
2. ('~ U LF ,S T A--JE:S./ / III C-
AY It-PLts . F-L
,
Class of Work
to be performed
II V /fC,
ELt=cr K--i C4L
3.
4.
-- 5.
6.
7.
- Dated
Ii J )-'-116 If
K,-+ JL~/Ia-.t ft.l'k Lo~"'/_5;;6:~c I
Bidder
c:fS~
By:
WS-P-4
STATEMENT OF EXPERI ENCE OF BIDDER
lOF
.
The Bidder is required to state below what work of similar magnitude is a judge of his experience,
skill and business standing and -of his ability to conduct the work as completely and as rapidly C!~
- required under the terms of the contract.
Proiect and Location
Reference
1.
;3. c; Lz
l~rP
fCA.-+
-r ' ~
'.../ e- rV ;'!..I /' ..;...., f f'
~.-
/E,
2.
v3tD<~ ,-leA (~r/:"J- \
Lee L C'><-A-/.\.,rf) ~5 /L
Q - ~
L.--- < .re /D r r ./
[0.-. p e ~ ,- ~ I J/-BC<.} tLb,-A-J-
I
I \J A-~
U i;;/e:9-- f? 6:
- 3.
t2- 1 ~ & C.r cf (/6CA/:r
,
5.
LCAf/ ~ L6 /'CC I H
.h-ev-- L c) JJ. /c----~t t-U'Tf?
KDJ' (.0 f~ I~,f /t
1/ (p ,rc..~J Q.. 0
4.
/d
,~o.-/ p,~ ~J~~ r
{/ ~
6.
/'
r IV /" f- ,/f-{..l c3 0
Gz.....f / /yp. ~o/V'/6edl wwfP
S~,N trb el
He (<"-f0-') b ~I t-'tA- J
,/
(. {i- 'J t) f ~ b /.+ If ye /..,(
~ fc N e ~ b (t"-cJc;h.-
/
/_ Be LoCA/V'i-0
/
Jo h ---' lIe..f Y
7.
o G rrJ 0 ,g e:::.-.,...A:=hLy '/
.- 8.
r>'a..--v K If ~.t/~O#(
,/ -
- Dated
,d 'L ~ (DC{
M.; --\ vl ~ t\ 0- ,<) J-r... / k [" /'V j J: l LJJ-fi/ L-
Bidder
By:
.~
-
WS-P-5
TRENCH SAFETY ACT
lOF
.
Bidder acknowledges that included in the various items of the proposal and in the Total Bid Price are
costs for complying with the Florida Trench Safety Act, Chapter 553, Part VI, Florida Statutes. The
_ Bidder further identifies the cost to be summarized below:
Trench Safety
.- Measure
(Descriotion)
Units of
Measure
(LF.SY)
~;::
Unit
(Quantity)
Unit
Cost
Extended
Cost
/tJ60
2-~
7-tOt:3c)
3.
- 4.
5.
6.
~
Total $ ;2, 6) 66
Failure to complete the above may result in the Bid being declared non-responsive.
Dated Ii l-:Ll/ /0 V fvL ~+ e-hc n d-~ ,fCc.fiL Co NS-;I: Co,...:z::.n/L /
Bidder
{/?~
By:
WS-P-6
CONFLICT OF INTEREST
lOF
.
1. Bidder shall provide full disclosure of information on any work performed for private interests
within the past two (2) years, especially work that is not yet completed. ",
2. Bidder shall provide a declaration of commitment not to pursue any private sector work within
the limits of the County project or directly affected by the County project until the County
project is completed and accepted by the County. Contractor may request a waiver of this
provision from the Project Manager. A waiver may be granted at the sole discretion of the
County.
3. Bidder shall provide a certification by a 'principal of the firm that the firm will comply fully with
items 1 and 2 above, and to certify that no conflict of interest does exist or will arise if firm is
awarded a County project.
... If more space is required, please attach additional pages.
- Failure to provide the documentation requested above may result in the Bid being declared
non-responsive.
M~-t vh~ I, rJ- -.S l-c. / h~ [c./l) ~ 7: u5Y'/c /
Contractor
By:
,0P
Date:
ttl :2-J { () y
Its
, // ~;t I
tJ {G e- ,1<- eS: /.:;l e .--../-r-
WS-P-7
lOF
.
Upon receipt of written notice of the conditional acceptance of this Bid, Bidder will execute the formal
__ Contract attached within 10 calendar days and deliver the Surety Bond or Bonds and Insurance as
required by the Cont@ct Documents. The bid security attac~~d in the sum of:
5 % 10 rJ ,4 /Vt-v, dollars ($~(%; b~J. A-Ahf:) is to become the property of
.- the Owner in the event the Contract, Insurance and Bonds are not executed within the time above
set forth for the delay and additional expense to the Owner.
- If awarded a contract under this Proposal, the undersigned proposes to commence work at the site
within 5 calendar days from the commencement date stipulated in the written Notice to Proceed
unless the Project Manager, in writing, subsequently notifies the Contractor of a modified (later)
- commencement date. The undersigned further agrees to substantially complete all work covered by
this Proposal within three hundred (300) 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 three hundred forty-five (345) consecutive calendar days,
computed by excluding the commencement date and including the last day of such period.
Respectfully Submitted:
State of f/o /' t'JeA.
_ County of Lo I //~/'
&\'- h..,AJ fB d /VB- /' . being first duly sworn on oath
deposes and says that the Bidder on the above Proposal is organized as indicated below and that all
statements herein made are made on behalf of such Bidder and that this deponent is authorized to
-- make them.
~./ 1c.v"J f f!:;; ,-..) rJ ~ /'" , also deposes and says that he has
- examined and carefully prepared his Bid Proposal from the Contract Drawings and Specifications
and has checked the same in detail before submitting this Bid; that the statements contained herein
are true and correct.
WS-P-8
_ (a) Corporation ~ 1 n F
The Bidder is a corporation organized and existing under the laws of the State of J0Jifa ;,1,1, ~
which operate~ under the legal name of F\ f4 e l~ctl d- 5 fe...r k.. &''';$1:' {c ::ifVL-/ , and the full names
." .
_ of its officers are as follows:
President (rg ck (4 (1.. t (' ,:s. (5 ..-....)
Secretary 6...1" iev rJ r?'P)rV/V~
Treasurer [red /16J'//s c-J
dJ' ;i:v .rJ r G /"J ~6/
..""",
.
Manager
and it (does) or (daes-not) have a corporate seal. The (name) &r (~rU rCYJ/V'iJ.--/
is authorized to sign construction ~rpposals and contracts for the company by action of its Board of
- Directors taken ! /- I ~lS" &;. , 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
if operating under a trade name, said trade name is
, and
Dated
legal entity
WS-P-9
~J~
By: I1jhhell,,<~f.vk.0,J?'Q~c- ~
Name of Bidder (typed)
~~ Ih~cek6~'/;"'~
Sig natu refTitle
Witness
Witness
[Corporate Seal]
,--. -
STATE OF 1--/6 r {cA-C/t
-COUNTY OF Co/1Ft:/'
The for~o~ng inst~~ent was acknowledged before me this 2 Y _ day of /fJ tJ_u 6/'-ibi!!> /' I
-Z004,by f:SfC~N f'e.-NN,?</ ,as U!c-5 ;9/~S;:t!":.L~....-7/,:I- of
Mifch.an ~~ fc./r-v CO/V'; C Co ':;:Nt-T I a :;:;:YVJ-~C:l,~e.... corporation, on behalf of the
corporation. He/she is personally known to me or has produced
-as identification and did (did not) take an oath.
-My Commission Expires:
~~-
(Signature of Notary)
Name: M- l) 1'1' t\ i,'dl.y S
(Legibly Printed)
(AFFIX OFFICIAL SEAL)
Notary Public, State of f I d? /' I i ~ .
Commission No.:
iJl'Y ~ Morris Sons
,~ .; My Commission 00059332
0, r.,df Expires January 07 2006
WS-P-10
lOF
..,..
.
Fidelity and Deposit Company of Maryland
Home Office: P.O. Box 1227, Baltimore, MD 212:03-1227
BID BOND
KNOW ALL MEN BY THESE PRESENTS:
That we, Mitchell & Stark Construction Co., Inc., as Principal, (hereinafter called the "Principal"),
and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, of Baltimore, Maryland, a
corporation duly organized under the laws of the State of Maryland, as Surety, (hereinafter called the
"Surety"), are held and firmly bound unto Collier County Water - Sewer District, Collier County,
Florida Obligee, (hereinafter called the "Obligee"), in the sum of Five Percent of Maximum Bid
Amount 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 SOUTH COUNTY REGIONAL WTP UPGRADES
AND MODlFICA TIONS COUNTY BID NO. 05-3743
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 material furnished in the
prosecution thereof, or in the event of the failure of the principal to enter into 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 24th day of November A.D. 2004
~s
MITCHELL & STARK CONSTRUCTION CO., INC.(SEAL)
Principal
By: 0~ __ 1/ ;~e ft-d ~ e '-~-l.
Witness Title
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
S
Attorney In Fact
By: ;;;
Witness Anthony
C325-150M,
Approved by The American Institute of Architects,
A.LA. Document No. A-31 0 February 1970 Edition.
lOF G
ZURICH
THIS IMPORTANT'DISCLOSURE NOTICE IS PART OF YOUR BON.D
,
Fidelity and Deposit Company of Maryland, Colonial American Casualty and Surety Company, Zurich American
Insurance Company, and American Guarantee and Liability Insurance Company are making the following
informational disclosures in compliance with The Terrorism Risk Insurance Act of 2002. No action is required on your
part.
Disclosure of Terrorism Premium
The premium charge for risk of loss resulting from acts of terrorism (as defined in the Act) under this bond is
$ waived This amount is reflected in the total premium for this bond.
- I
Disclosure of Availability of Covera2:e for Terrorism Losses
As required by the Terrorism Risk Insurance Act of 2002, we have made available to you coverage for losses resulting
from acts of terrorism (as defined in the Act) with terms, amounts, and limitations that do not differ materially as those
for losses arising from events other than acts of terrorism.
Disclosure of Federal Share of Insurance Company's Terrorism Losses
The Terrorism Risk Insurance Act of2002 establishes a mechanism by which the United States government will share
in insurance company losses resulting from acts of terrorism (as defined in the Act) after a insurance company has paid
losses in excess of an annual aggregate deductible. For 2002, the insurance company deductible is I % of direct earned
premium in the prior year; for 2003, 7% of direct earned premium in the prior year; for 2004, 10% of direct earned
premium in the prior year; and for 2005, 15% of direct earned premium in the prior year. The federal share of an
insurance company's losses above its deductible is 90%. In the event the United States government participates in
losses, the United States government may direct insurance companies to collect a terrorism surcharge from
policyholders. The Act does not currently provide for insurance industry or United States government participation in
terrorism losses that exceed $100 billion in anyone calendar year.
Definition of Act of Terrorism
The Terrorism Risk Insurance Act defines "act of terrorism" as any act that is certified by the Secretary of the Treasury,
in concurrence with the Secretary of State and the Attorney General of the United States:
1. to be an act of terrorism;
2. to be a violent act or an act that is dangerous to human life, property or infrastructure;
3. to have resulted in damage within the United States, or outside of the United States in the case of an air carrier
(as defined in section 40 I 02 of titl~ 49, United 17 States Code) or a United States flag vessel (or a vessel based
principally in the United States, on which United States income tax is paid and whose insurance coverage is
subject to regulation in the United States), or the premises of a United States mission; and
4. to have been committed by an individual or individuals acting on behalf of any foreign person or foreign
interest as part of an effort to coerce the civilian population of the United States or to influence the policy or
affect the conduct of the United States Government by coercion.
But, no act shall be certified by the Secretary as an act of terrorism if the act is committed as part of the course ofa war
declared by Congress (except for workers' compensation) or property and casualty insurance losses resulting from the
act, in the aggregate, do not exceed $5,000,000.
These disclosures are informational only and do not modify your bond or affect your rights under the bond.
Copyright Zurich American Insurance Company 2003
lOF -
Power of Attorney.
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a
corporation of the State of Maryland, by PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary, in
pursuance of authority granted by Article VI, Section 2, of the By-Laws of said Company,"w9_~~ilT"~ set forth on the reverse
side hereof and are hereby certified to be in full force and effect on the date hereo~ ~~sf~,.~,~nate, constitute and
app~int Anthony E. ORTMAN, Andre~ M. H~ TH~W A Y, Eric A:~~~~,tE~fN, Jo\~QJ:!-ING~WORTH and
Christopher M. JOACHIM, all of IndIanapolis, Indlana,_ug~S'\~ij~'1a~~~~\1l~neY-In-Fact, to make,
execute, seal and deliver, for, and on its behalf as su~P/~V~~ alid..9~iA~~idrbonds and undertakings and
the execution of s.uch bonds or under;~~ip.g'[i:Jl)p,~)'&~ff( tfi~je P{If~~lJ>~,~It:be\s binding upon said Company, as,!'ully
and amply, to all Intents an~~~~5 ~~\lieY tiaq\~~\~5~~cilted' and acknowledged by the regularly elected officers
of the Company at i~iftp~ ~Ba~nidf~,J.(Id;:;.1lf\b~\~~?6per persons. This power of attorney revokes that issued on
behalf of Steven E. ~lt;:A10ro~p;~~1~n(j;;ntr(ew M. Hatheway, Eric A. Schieferstein, Jo Hollingsworth, Christopher
Mark Joachim, datedJJ1a~'i:2"OO2) \J .-'~
\ ".~I, \.J )\ \'-'
The said Assistant Sefr'etati does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI,
Section 2, of the By-Laws of said Company, and is now in force.
IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and
affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 20th day of April,
A.D. 2004.
ATTEST:
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
UC'(v~
By:
Assistant Secretary Paul C. Rogers
~
T. E. Smith
Vice President
State of Maryland } ss:
City of Baltimore
On this 20th day of April, A.D. 2004, before the subscriber, a Notary Public of the State of Maryland, duly
commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers
described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being
by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid,
and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal
and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of
the said Corporation.
IN TESTIMONY WHEREOF. I have hereunto set my hand and affixed my Official Seal the day and year first above
written.
f9~
Dennis R. Hayden Notary Public
My Commission Expires: February I, 2005
POA-F 044-A
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lOF
EXTfa,ACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND
"Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior
Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee,
shall have power, by and with the concurrence of the Secretary or anyone of the Assistant Secretaries, to appoint Resident
Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to
authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations,
policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in
the nature of mortgages,...and to affix the seal of the Company thereto."
CERTIFICATE
I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify
that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that
the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized
by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND.
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the
Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on
the 10th day of May, 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically
reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or
hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and
binding upon the Company with the same force and effect as though manually affixed."
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company,
this
~ <;f"'-
day of
Ncvt \.A.1 bt'f
,J.1)OY.
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Assisfalll See ref({ ry
CONSTRUCTION AGREEMENT
lOF
THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, Ex-Officio the
Governing Board of the Collier County Water-Sewer District ("Owner"), hereby contracts with
Mitchell & Stark Construction Co., Inc ("Contractor") of 6001 Shirley St, Naples, FI 34109, an
Indiana Corporation, to perform all work ("Work") in connection with the South County Regional
Water Treatment Plant Upgrades and Modifications, Bid No. 05-3743 ("Project"), as said Work is set
forth in the Plans and Specifications prepared by Camp Dresser & McKee Inc., the Engineers and/or
Architects of Record ("Design Professional") and other Contract Documents hereafter specified.
Owner and Contractor, for the consideration herein set forth, agree as follows:
Section 1. Contract Documents.
A. The Contract Documents consist of this Agreement, the Exhibits described in Section 6 hereof,
the Legal Advertisement, the Instructions to Bidders, the Proposal and any duly executed and issued
addenda, Change Orders, Work Directive Changes, Field Orders and amendments relating thereto.
All of the foregoing Contract Documents are incorporated by reference and made a part of this
Agreement (all of said documents including the Agreement sometimes being referred to herein as the
"Contract Documents" and sometimes as the "Agreement"). A copy of the Contract Documents shall
be maintained by Contractor at the Project site at all times during the performance of the Work.
B. Owner shall furnish to the Contractor up to five (5) sets of the Contract Documents as are
reasonably necessary for execution of the Work. Additional copies of the Contract Documents shall
be furnished, upon request, at the cost of reproduction.
Section 2. Scope of Work.
Contractor agrees to furnish and pay for all management, supervision, financing, labor, materials,
tools, fuel, supplies, utilities, equipment and services of every kind and type necessary to diligently,
timely, and fully perform and complete in a good and workmanlike manner the Work required by the
Contract Documents.
Section 3. Contract Amount.
In consideration of the faithful performance by Contractor of the covenants in this Agreement to
the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid, to
Contractor the following amount (herein "Contract Amount"), in accordance with the terms of this
Agreement: ONE MILLION NINE HUNDRED TWENTY THREE THOUSAND FIVE HUNDRED
DOLLARS ($1,923,500.00).
WS-CA-1
lOF
Section 4. Bonds.
A. Contractor shall provide Performance and Payment Bonds, in the form prescribed in Exhibit A, in
the amount of 100% of the Contract Amount, the "costs of which to be paid by Contractor. The
Performance and Payment Bonds shall be underwritten by a surety authorized to do business in the
State of Florida and otherwise acceptable to Owner; provided, however, the surety shall be rated as
"A-" or better as to general policy holders rating and Class V or higher rating as to financial size
category and the amount required shall not exceed 5% of the reported policy holders surplus, all as
reported in the most current Best Key Rating Guide, published by A.M. Best Company, Inc. of 75
Fulton Street, New York, New York 1 0038. Should the contract amount be less than $500,000, the
requirements of Section 287.0935, F.S. shall govern the rating and classification of the surety.
B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes insolvent, its
right to do business is terminated in the State of Florida, or it ceases to meet the requirements
imposed by the Contract Documents, the Contractor shall, within five (5) calendar days thereafter,
substitute another bond and surety, both of which shall be subject to the Owner's approval.
Section 5. Contract Time and Liquidated Damages.
A. Time of Performance.
Time is of the essence in the performance of the Work under this Agreement. The "Commencement
Date" shall be established in the Notice to Proceed to be issued by the Project Manager. Contractor
shall commence the Work within five (5) calendar days from the Commencement Date. No Work
shall be performed at the Project site prior to the Commencement Date. Any Work performed by
Contractor prior to the Commencement Date shall be at the sole risk of Contractor. The Work shall
be substantially completed within three hundred (300) calendar days from the Commencement
Date. The date of substantial completion of the Work (or designated portions thereof) is the date
certified by the Design Professional when construction is sufficiently complete, in accordance with the
Contract Documents, so Owner can occupy or utilize the Work (or designated portions thereof) for
the use for which it is intended. The Work shall reach final completion and be ready for final
acceptance by Owner within three hundred forty-five (345) calendar days from the Commencement
Date (herein "Contract Time").
B. Liquidated Damages in General.
Owner and Contractor recognize that, since time is of the essence for this Agreement, Owner will
suffer financial loss if the Work is not substantially completed within the time specified above, as said
time may be adjusted as provided for herein. Should Contractor fail to substantially complete the
Work within the number of calendar days for substantial completion established herein, Owner shall
be entitled to assess, as liquidated damages, but not as a penalty, six hundred forty-two dollars
and forty cents ($642.40) for each calendar day thereafter until Substantial Completion is achieved.
Further, in the event Substantial Completion is reached, but the Contractor fails to reach Final
Completion, Owner shall also be entitled to assess, as liquidated damages, but not as a penalty, a
sum certain per day, in the amount of three hundred twenty-one dollars and twenty cents
($321.20), for each day after the time set for Final Completion, as set forth in paragraph four (4)
above, until Final Completion is achieved. The Project shall be deemed to be substantially
completed on the date the Project Manager (or at his/her direction, the Design Professional) issues a
Certificate of Substantial Completion pursuant to the terms hereof. Contractor hereby expressly
waives and relinquishes any right which it may have to seek to characterize the above noted
liquidated damages as a penalty,
WS-CA-2
which the parties agree represents a fair and reasonable estimate of the Owner's actualaQfs at
the time of contracting if Contractor fails to substantially or finally complete the Work in a timely
manner.
C. Computation of Time Periods.
When any period of time is referenced by days herein, it shall be computed to exclude the first day
and include the last day of such period. If the last day of any such period falls on a Saturday or
Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be
omitted from the computation, and the last day shall become the next succeeding day which is not a
Saturday, Sunday or legal holiday.
D. Determination of Number of Days of Default.
For all contracts, regardless of whether the Contract Time is stipulated in calendar days or working
days, the County will count default days in calendar days.
E. Conditions under which Liquidated Damages are Imposed.
If the Contractor or, in case of his default, the surety, fails to complete the work within the time
stipulated in the Contract for Substantial Completion, or within such extra time that the County may
have granted the Contractor, or in case of his default, the surety, shall pay to the County, not as a
penalty, but as liquidated damages, the amount of six hundred forty-two dollars and forty cents
($642.20) per day for each day the Contractor fails to reach Substantial Completion as required
under the terms of the contract. Final Completion shall occur when the contract is completed in its
entirety, is accepted by the County as complete and is so stated by the County as complete. If the
Contractor reaches Substantial Completion but fails to reach Final Completion, the Contractor, or in
the case of his default, the surety, shall pay the sum of three hundred twenty-one dollars and
twenty cents ($321.20) per day for each day the Contractor fails to reach Final Completion.
F. Right of Collection.
The County has the right to apply, as payment on such liquidated damages due under the Contract
by allowing the Contractor to continue and to finish the work, or any part of it, after the expiration of
the Contract Time including granted time extensions.
G. Allowing Contractor to Finish Work.
The County does not waive its right to liquidated damages due under the Contract by allowing the
Contractor to continue and to finish the work, or any part of it, after the expiration of the Contract
Time including granted time extensions.
H. Completion of Work by County.
In the case of a default of the Contract by the Contractor and the completion of the work by the
County, the Contractor and his surety are liable for the liquidated damages under the Contract, but
the County will not charge liquidated damages for any delay in the Final Completion of the County's
performance of the work due to any unreasonable action or delay on the part of the County.
WS-CA-3
I. Release of Contractor's Responsibility.
The County considers the Contract complete when the Contractor has completed in its entirety all of
the work and the County has accepted all of the work and notified the Contractor in writing that the
work is complete. The County will then release the Contractor from further obligation except as set
forth in his bond and except as provided in the Contract.
lOF
J. Recovery of Damages Suffered by Third Parties.
When the Contractor fails to complete the work within the Contract Time or within such additional
time that the County may grant, the County may recover from the Contractor amounts that the
County pays for damages suffered by third parties unless the failure to timely complete the work was
caused by the County's act or omission.
Section 6. Exhibits Incorporated.
The following documents are expressly agreed to be incorporated by reference and made a part of
this Agreement.
Exhibit A: Performance and Payment Bond Forms
Exhibit B: Insurance Requirements
Exhibit C: Release and Affidavit Form
Exhibit D: Contractor Application for Payment Form
Exhibit E: Change Order Form
Exhibit F: Certificate of Substantial Completion Form
Exhibit G: Final Payment Checklist
Exhibit H: General Terms and Conditions
Exhibit I: Supplemental Terms and Conditions
Exhibit J: Technical Specifications
Exhibit K: Permits
Exhibit L: Plans and Specifications prepared by Camp Dress & McKee Inc., and identified as
follows South County Regional Water Treatment Plant, as shown on Plan Sheets G-
1, C-1, A-1, A-2, S-1, S-2, M-1 through M-7, MD-1, H-1, H-2, E-1 through E-13, 1-1
through 1-5.
Section 7. Notices.
A. All notices required or made pursuant to this Agreement by the Contractor to the Owner shall be
deemed duly served if delivered by U.S. Mail, E-mail or Facsimile, addressed to the following:
Karen Guliani, Project Manager
Public Utilities Engineering Department
3301 Tamiami Trail East
Naples, Florida 34112
Telephone: 239-417-6083
Fax: 239-530-5378
E-mail: karenguliani@colliergov.net
B. All notices required or made pursuant to this Agreement by Owner to Contractor shall be deemed
duly served if delivered by U.S. Mail, E-mail or Facsimile, addressed to the following:
WS-CA-4
lOF-
Brian Penner, Secretary
Mitchell & Stark Construction Co., Inc.
6001 Shirley St.
Naples, Florida 34109
Telephone: 239-597-2165
Fax: 239-566-7865
C. Either party may change its above noted address by giving written notice to the other party in
accordance with the requirements of this Section.
Section 8. Modification.
No modification or change to the Agreement shall be valid or binding upon the parties unless
in writing and executed by the party or parties intended to be bound by it.
Section 9. Successors and Assigns.
Subject to other provisions hereof, the Agreement shall be binding upon and shall inure to the
benefit of the successors and assigns of the parties to the Agreement.
Section 10. Governing Law.
The Agreement shall be interpreted under and its performance governed by the laws of the
State of Florida.
Section 11. No Waiver.
The failure of the Owner to enforce at any time or for any period of time anyone or more of the
provisions of the Agreement shall not be construed to be and shall not be a waiver of any such
provision or provisions or of its right thereafter to enforce each and every such provision.
Section 12. Entire Agreement.
Each of the parties hereto agrees and represents that the Agreement comprises the full and entire
agreement between the parties affecting the Work contemplated, and no other agreement or
understanding of any nature concerning the same has been entered into or will be recognized, and
that all negotiations, acts, work performed, or payments made prior to the execution hereof shall be
deemed merged in, integrated and superseded by the Agreement.
Section 13. Severability.
Should any provision of the Agreement be determined by a court to be unenforceable, such a
determination shall not affect the validity or enforceability of any other section or part thereof.
Section 14. Change Order Authorization.
The Project Manager shall have the authority on behalf of the Owner to execute all change orders
to the Agreement to the extent provided for under the County's Purchasing Policy and accompanying
administrative procedures.
WS-CA-5
lOF
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Section 15. Construction
Any doubtful or ambiguous language contained in this Agreement shall not be construed against
the party who physically prepared this Agreement. The rule sometimes referred to as "fortius contra
proferentum" (pursuant to which ambiguities in a contractual term which appears on its face to have
been inserted for the benefit of one of the parties shall be construed against the benefited party) shall
not be applied to the construction of this Agreement.
Section 16. Order of Precedence
In the event of any conflict between or among the terms of any of the Contract Documents, the
terms of the Construction Agreement and the General Terms and Conditions shall take precedence
over the terms of all other Contract Documents. To the extent any conflict in the terms of the
Contract Documents cannot be resolved by application of the Construction Agreement and the
General Terms and Conditions, the conflict shall be resolved by imposing the more strict obligation
under the Contract Documents upon the Contractor.
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WS-CA-6
IN WITNESS WHEREOF, the parties have executed this Agreement on the datl) QiEted
below.
CONTRACTOR:
TWO WITNESSES:
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FIRST WITNESS
By:
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Type/Print Name and title
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Affix the "(Corporate Seal}" OR
type/print "(Corporate Seal)"
Date: 3//d-I05
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OWNER:
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BOARD OF COUNTY COMMISSlPNHRSP'F.>
COLLIER COUNTY, FLORIDA, EX-Ot=f:'rCIO '.;;
THE GOVERNING BOARD OF THE
COLLIER COUNTY WATER-SEWER DISTRICT':
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and Legal Sufficiency:
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Fred W. Coyle, Chairm~~ ,..,. ,.\,.
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_ (t'" Scott Teach
Assistant County Attorney
WS-CA-7
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KNOW ALL MEN BY THESE PRESENTS: That /1/1.: hel/ f- s:~fA C~:1~4vt'~~iCi'1
(1 C -~ C I as Principal, 'and F:, I...fr; II.~ t:( ,/" ri! ).J'~/" C,':' ;'7
(..Q,~..... ., .',' ,',I 'f ' as Surety, located at ?J.J.)- 0.. /~, h../%:,.; .ec;..v
5",..' I-..d (i" '7'//" . ; (Business Address) are held and firmly
,-::/ bound to L....}///('( t(~'l;;t-,?I tt-t,hi^ ~'(o',l.n'{ .o.'<,,4,/,q'as Obligee in the sum of l!tt( ,r-1,/lc..~ /V//otl:::-
'~) /I;,,~tlh't~/v'cd'..-T];f".t74h'Si.'" $ );;1"')3 [co, Co Horthe payment whereof we bond ourselves, our
heirs;execu'tofS':t:~ rsO'r1"aJ representatives, successors and assigns, jointly and severally.
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aCcOraance with drawings and specifications, which contract is incorporated by reference and made
a part hereof, and is referred to as the Contract.
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EXHIBIT A '
PUBLIC PERFORMANCE BOND
South County Regional Water Treatment Plant Upgrades and Modifications
Bid No. 05-3743
BOND NO. 7 ~-/ :i- '1 00
CONTRACT NO. 05-3743
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.
WS-CA-A-1 a
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Signed, sealed and delivered
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i:j STATE OF F Ib(, J<J- <:L
l~1 COUNTY OF Cc\ \ l~ \'
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The Surety, for value received, hereby stipulate~ and agrees that no changes, extensions of time,
alterations or additions to the terms of the Contract or other work to be performed thereunder. or the
specifications referred to therein shall in anywise affect its obligations under this bond, and it does
hereby waive notice of any such changes, extensions of time, alterations or additions to the terms of
the Contract or to work or to the specifications.
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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 1his 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 W,ITNESS WHER;OF, the above parties have executed this instrument this /7/jl-, day of
Ma 1't.1-t ,200( the name of each party being affixed and these presents dUly signed by its
undersigned representative, pursuant to authority of its governing body.
PRINCIPAL: ... j, .-
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The foregoing instrument was acknowledged before me this
2004'lby ~ (' ;'c..... tV P e f\J N 12;.., I as
f'--\ \ \- c..~ '\2:.. I.\. .... ~ ~.:.. r k. c.o,..,) s r.. if,; , -;: tV L . , a I yV A \"A......-v 4-
the corporation. tie/she is personally known to me OR has produced
as identification and did (did not) take an oath.
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corporationl on behalf of
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Name: M 0 \" (' L~ .s C> ,.....J~
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Notary Public, State of FIe ~ ; ~~
(AFFIX OFFICIAL SEAL)
Commission No. ~ D u :; I 3 S --z.
ATTEST:
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STATE OF
COUNTY OF
The foregoing instrument was acknowledged before me this /7 J~\ day of /j~~f t.: Ii ,
') 2~O4,;-., by. ~., /~:'1 H'D/'It: ~, C:~;~I':I"A'-'1 ,/ I as /,;"'~n-',o(:, '/~" . -,.~.;; / of
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-- 0S€rsonailY knOWrL~.to me JOR has produced as
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Notary Public, State of ~Ir"c~'''-~\(~. "~\'
Commission No.:
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EXHIBIT A
PUBLIC PAYMENT BOND
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South County Regional Water Treatment Piant Upgrades and Modifications
Bid No. 05-3743
CONTRACT NO.
BOND No. ) 5,-/
05-3743
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KNOW ALL MEN BY THESE PRESENTS: That /-1,'/iti ,// yI- )h Ik {~;'ts4'~t,;1.. Ct.-I
~ C'r;Z;;v'.. .,,-:J I as Principal, and ,l~/<',/;(.!{ :/
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'.,....J ~~-,!/~t ?CL; i./.:i:i..fjdt-11/ltI-'/'$Z;'v 7"~/7:;! (Business Address) are held Jand firmly
bound to ti:/i'l'i tZ,~ ""I...,; 'J,lil",r S~'-1./t'; /), '::,,/',:'I'J'':''''7'-. as Obligee in the sum of
r"r l",t' rt.'/!J('~l ,ih'v." . wlf'lP./i:~,~. ")7...a 7':h'~;"'/ 7v< /ti>;t!f;,/ ($ /. 9J j ref.), oV ) for the
...-I payment whereof we bind ourselves, our heirs, executors, personal representatives, successors and
assigns. jointly and severally.
2~~~~~ig::~~~paI5~a~r~~:2101< ~~L~::ct ~,",as,~~,~,~A~~~/f G~~~ {1 i~
accordance with drawings and specificationsj-'which contract is incorporated by reference and made
a part hereof, and is referred to as the Contract.
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THE CONDITION OF THIS BOND is that if Principal:
Promptly makes payment to all claimants as defined in Section 255.05(1), Florida Statutes,
supplying Principal with labor. materials or supplies, used directly or indirectly by Principal in the
prosecution of the work provided for in the Contract, then is bond is void; otherwise it remains in full
force.
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Any changes in or under the Contract and compliance or noncompliance with any formalities
connected with the Contract or the changes do not affect Sureties obligation under this Bond.
The provisions of this bond are subject to the time limitations of Section 255.05(2). In no event
will the Surety be liable in the aggregate to claimants for more than the penal sum of this Payment
Bond, regardless of the number of suits that may be filed by claimants.
IN VYITNESS WHEREOFj the above parties have executed this instrument this /f,Aday of
jtr1tf ,i ''- , 200"e name of each party being affixed and these presents duly signed by its
under-signed representative, pursuant to authority of its governing body.
W$-CA-A-1
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'0 Signed, sealed and delivered
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COUNTY OF CO ll{e,..!'
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PRINCIPAL: ~Xd~dl r ;4.t-c;.i1f,~f\4I/-I~i1 4,~~.
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Name:
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8 The foregoing instrument was acknowledged before me this 1'-( day of M., ~<-I.,. ,2004;S-
by g{';~~ Pc2.-,vA.JC2--F . as VI.Lc2. .J~~Sf'Je...-"'1- of
:J' M \ -\ c-he \. \ .~ ~ f-e. r /<.. <LD...J So r. Co. .7:......) L. , a ::r: "\J d \iv-v ~ 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.
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0' ~',/' Expires January 7 2006
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(Signature of Notary)
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(AFFIX OFFICIAL SEAL)
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NAME: M. 0 f' {' I J ~ 0. ..-J (
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Notary Public, State of PI D I' I:J L\-
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SURETY:
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STATE OF
COUNTY OF
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Th~ foregoing instrument was acknpwledged before me this J~/18ay of J11ti tit"
/In/h Iht OJ .F. t rh-t-1A.vt i I as #..#f 1/.1 t: '. .;' (..1 . /:;;'c: T-
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(AFFIX OFFICIAL SEAL)
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Notary PublicI State of
Commission No.:
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ZURICH
TillS IMPORTANT DISCLOSURE NOTICE IS PART OF YOUR BOND
Fidelity and Deposit Company of Maryland, Colonial American Casualty and Surety Company, Zurich American
Insurance Company, and American Guarantee and Liability Insurance Company are making the following
informational disclosures in compliance with The Terrorism Risk Insurance Act of2002. No action is required on your
part.
Disclosure of Terrorism Premium
The premiwn charge for risk ofloss resulting from acts of terrorism (as defined in the Act) under this bond is
$ waived . This amount is reflected in the total premium for this bond.
- -
Disclosure of A vaiIability of Covera~e for Terrorism Losses
As required by the Terrorism Risk Insurance Act of2002, we have made available to you coverage for losses resulting
from acts of terrorism (as defined in the Act) with terms, amounts, and limitations that do not differ materially as those
for losses arising from events other than acts of terrorism.
Disclosure of Federal Share of Insurance Company's Terrorism Losses
The Terrorism Risk Insurance Act of2002 establishes a mechanism by which the United States government will share
in insurance company losses resulting from acts of terrorism (as defin~d in the Act) after a insurance company has paid
losses in excess of an annual aggregate deductible. For 2002, the insurance company deductible is 1 % of direct earned
premium in the prior year; for 2003, 7% of direct earned premium in the prior year; for 2004, 10% of direct earned
premium in the prior year; and for 2005, 15% of direct earned premium in the prior year. The federal share of an
insurance company's losses above its deductible is 90%. In the event the United States government participates in
losses, the United States government may direct insurance companies to collect a terrorism surcharge from
policyholders. The Act does not currently provide for insurance industry or United States government participation in
terrorism losses that exceed $100 billion in anyone calendar year.
Definition of Act of Terrorism
The Terrorism Risk Insurance Act defines "act of terrorism" as any act that is certified by the Secretary of the Treasury,
in concurrence with the Secretary of State and the Attorney General of the United States:
1. to be an act of terrorism;
2. to be a violent act or an act that is dangerous to human life, property or infrastructure;
3. to have resulted in damage within the United States, or outside of the United States in the case of an air carrier
(as defined in section 40102 of title 49, United 17 States Code) or a United States flag vessel (or a vessel based
principally in the United States, on which United States income tax is paid and whose insurance coverage is
subject to regulation in the United States), or the premises of a United States mission; and
4. to have been committed by an individual or individuals acting on behalf of any foreign person or foreign
interest as part of an effort to coerce the civilian population of the United States or to influence the policy or
affect the conduct of the United States Government by coercion.
But, no act shall be certified by the Secretary as an act of terrorism if the act is committed as part of the course ofa war
declared by Congress (except for workers' compensation) or property and casualty insurance losses resulting from the
act, in the aggregate, do not exceed $5,000,000.
These disclosures are informational only and do Dot modify your bond or affect your rights under the bond.
Copyright Zurich American Insurance Company 2003
lOF
.
Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. a
corporation of the State of Maryland. by PAUL C. ROGERS. Viee President, and T. E. SMITH, Assistant Secretary, in
pursuance of authority granted by Article VI, Section 2. of the By-Laws of said Company, whil.:ij-lI\e set forth on the reverse
side hereof and are hereby certified to be in full force and effect on the date hereof. d~S(~1~:~)jnate. constitute and
app(~int Anthony E. ORTMAN, Andre;v M. H;\ TH~W A Y, Eric A:.~~I\\\~.tElN,}~.~~pNG~WORTH and
Christopher M. JOACHIM, all of Indlanapohs, IndIana,_.~.~\l'tI't~~.ta)YM~c:f~r(\ill~,~~neY-ID-Fact, to make,
execute, s~al an~ deliver. for. and on its .behalf as.~.ur~>>J(@t1\~~\~~~aii<t~~r~~~.~ff'b"onds a?d undertaking~ and
the execution 01 s.uch bonds or under.~~~!~,'tW)P~.~~_~trf~h~.~~Y\ltl~1l:t>~,h~l~b-C as bIndIng upon saId Company. a~.~ully
and amply. to all Intents an~!.J2,U1'f!QW~3~~Dllie~ hact.b~IT\f~~~clltetfand acknowledged by the regularly elected olhcers
of the .C~mpany at i~tBt~ 't'\Bii'l1\il'rld{~~~d;7~~\b9,.~<M~?ci'per perso~s. This ~():ver ~f attorney ,revokes that is~ued on
behall 01 Steven E. ~oli:A'1i~OI(y-p\.\f)~~n(:J;;niftew M. Hatheway. Ene A. Schlelcrstem. Jo HollIngsworth, Chnstopher
Mark Joachim, date9~~,,~-ro'z) \.;\-' -
The said Assistant Scfretrtfy does hereby certify that the extract set fOl1h on the reverse side hereof is a true copy of Article VI.
Section 2, of the By-Laws of said Company, and is now in force.
IN WITNESS WHEREOF. the said Vice-President and Assistant Secretary have hereunto subscribed their names and
affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 20th day of April.
A.D. 2004.
ATTEST:
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
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By:
T. E. Smith
Assistal/t Secretwy
Paul C. Rogers
Vice President
State of Maryland } ss:
City of Baltimore
On this 20th day of April, A.D. 2004. before the subscriber. a Notary Public of the State of Maryland. duly
commissioned and qualilied. came PAUL C. ROGERS. Vice President, and T. E. SMITH, Assistant Secretary of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND. to me personally known to he the individuals and officers
described in and who executed the preceding instrument. and they each acknowledged the execution of the same, and being
by me duly sworn. severally and each lill' himsel I' deposeth and saith. that they are the said officers of the Company aforesaid.
and that the seal aflixed to the preceding instrument is the Corporate Seal of said Company. and that the said Corporate Seal
and their signatures as such officers were duly aflixed and subscribed to the said instrument by the authority and direction of
the said Corporation.
IN TESTIMONY WHEREOF. I have hereunto set my hand and aflixed my Official Seal the day and year first above
written.
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DellI/is R. Havdell Notary PuMic
My Commission Expires: February 1.2005
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ACORD.. CERTIFICATE OF LIABILITY INSURANCE III~t lu/ LD ..,
03/18/05
PRODUCER THIS CEImFICATE IS ISSUED AS A MATTER OF INFORMATION
ONL V AND CONFERS NO RIGHTS UPON THE CEImFlCATE
Tobi.. Iuuranoe Group, IDa. HOLDER. THIS CER11FICATE DOES NOT AMEND, EXTEND OR
9247 N. Xeridian St. Ste. 300 AI. TER THE COVERAGE AFFORDED BV THE POUCIES BELOW.
Indianapoll. IN 46260
Phones 317-844-7759 FaxI317-844-9910 INSURERS AFFORDING COVERAGE HAlC,
IN~ED INSURER A; .udell _r1.... S.... COIIpaay
INS~6: ""''''' ....hUy lJIaur..... CO. 21199
Kitchell , Start ~nfa.ruction INSURER C:
CgwfaDl Inc. - P or
600 S trler Street INSURi:R D:
Naples I'L 3 109 INSURER E:
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COVERAGES
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Tli! POLICies OF INSURANCe LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THe POUCY PERIOD INDICATED. NOTWITHSTANDING
NN REQUIRE~T, TERM OR CONDITION OF NIY CONTRACT OR OTHER DOCUAIBlT Wml RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAtI. TliE INSURANCE AFFORDEO BY THE F'OUCIES OESCRJBEO HEREIN IS SUBJECT TO ALl THE TERMS, EXClUSIONS AND CONDITIONS OF SUCH
POUCles. AGGREGATE LlP..rrs SHOWN MAY HAVE BEEN REDUCED BY PAID CI.AIAS.
L TIlIN1R1: TYJII! OF INlIlJRANCI! POlICY NU.e!R ~~ IMITS
GRNEAAL LlAlllurv EACti OCCURRENCE 51,000,000
-
A X ..!- 3w.lERCIAL GENERAl. UAIllUTY GLOUUU4 (05) 03/01/05 03/01/06 PREMISES iEII ClCCllr8IlCal $300,000
- Cl.AJMS MADE [!] OCCUR MED EXP [Any on. peqonl $10,000
:It Contractual Llab PERSONAL. ADV INJURY 51,000,000
X $2,500 liD DED GENERAl.. AGGREGATE $2,000,000
~'L AGGREGATE LNT AnS PER: PRODUCTS. COMP/Op /100 52,000,000
POliCY fil m9r LOC
AUTOIlIOIIILE UABlLrTY COMBINED SINGLE LIMIT
f-- S 1.000,000
A ~ ANY AUTO BtJAUUU3 (05) 03/01/05 03/01/06 lEa accident)
I- AU. OWNED AUTOS BOOIL Y INJURY
(PlI1 i*IOI1) S
I- SCHEDULED AUTOS
,.!. HlREO AUTOS BODILY INJURY
(Per aQCideIlt) S
X NC)N'()wi'ED AUTOS
f--
I-- PROPERTY DAMAGE 5
(Perecc:lctant)
~AGE UA8ILrTY AUTO ONLY. EA ACCIDENT $
ANY AUTO OTHER TWIN EA ,r..cc S
AUTO ONl. Y: AGG S
EXCE8&'UIIIIREl LlA8LITY EACH OCCURRENCE 55,000,000
B !j.OCCUR 0 ClAlMSMADE ULPOOO-l7UOO (05) OJ/01/05 03/01/06 ,lGGREGATE $5,000.000
S
Fx=1 ~~ s
1: RETENTION $10,000 S
WORKDt COMPENSATlON AND , Z I TORY LNITS I l"E,r
A IMPLOYIRI'LlQILlTY WC4641U5 (05) 03/01/0S 03/01/06 E.L EACH ACCIDeNT 51.000,000
ANY PROf'RJETORIPARTNERlEXECUTIVE
OFFICERIMEMBER EXClUDED? E.L. DISEASE - EA EY'LOYEE 51,000,000
~ Clt8c;r1be uncler E.L. DISEASE - POLICY UWIT S 1,000,000
CIAL PROVISIONS below
D'THER
D!ICM'TION 01" Ol'9ATIOHS I LOCATlDNlI IItilICLI!II IXCWIlONI ADDIO BY Il!NDORIEMEIII' IIPIClAL ""CMIIONI
ADDITXOIrAL I.BtJIlBD IGJDIBItAL LIABILITY] I COLLIBR comrrr WATBI. SBWJm DISTlUCT
ftB GDl:RAL LIABILITY' IS PRIII.l.RY .A1ID B'OlI-COlITRIBtJTORY. RBI COIllTlACT '05-3743
SOUTH CotnrrY RJIOIOIlAL WATBR TRBATIIIIIT P:t.AJIT UPGRADES AJJID IIODII'ICATIOIIIS.
CERllF1CATE HOLDER
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DISnlICT
3301 B. TAX~I TRAIL
JU.PLBS I'L 34.112
CANCELLATION
COLLI - 6 SHOULO.."., OF TIll! ABOVE llQCReED POLICIES BE CANCELLEIlIlEFORl THE EXPIItATID
~TE THERI!OF, THIlISlUINO IN8UIt~R WILL IlNDeAVOR TO IIIAIL ~ DAft WRm'!N
NOTICE TO THE CEIlTFICATE HOLDER 1IMlE0 TO THE LEFT, BUT FALURE TO DO 80 alALL
IllII"OU NO OBLIGATION OR LlAIlllJTY OF ANY KIND ....ON TIll! ~ ms IoOIlNTll OR
R&PlUiIEIII'ATNEa.
o REPItllENTATIVE
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RD CORPORATlON 1988
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ACORD 2S (24101108)
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EXHIBIT B
INSURANCE REQUIREMENTS
lOF
.....
(1) The amounts and types of insurance coverage shall conform to the following minimum
requirements with the use of Insurance Services Office (ISO) forms and endorsements or their
equivalents.
(2) The insurance required by this Agreement shall be written for not less than the limits specified
herein or required by law, whichever is greater.
(3) Coverage shall be maintained without interruption from the date of commencement of the work
until the date of completion and acceptance of the Project by the Owner or as specified in this
Agreement, whichever is longer.
(4) Certificates of insurance (3 copies) acceptable to the Owner shall be filed with the Owner within
ten (10) calendar days after Notice of Award is received by Contractor/Consultant/Professional.
(5) The Contractor and/or its insurance carrier shall provide 30 days written notice to the Owner of
policy cancellation or non-renewal on the part of the insurance carrier or the Contractor.
(6) All insurance coverage of the Contractor/Consultant/Professional shall be primary to any
insurance or self insurance program carried by the Owner applicable to this Project.
(7) The acceptance by Owner of any Certificate of Insurance does not constitute approval or
agreement by the Owner that the insurance requirements have been satisfied or that the insurance
policy shown on the Certificate of Insurance is in compliance with the requirements of this
Agreement.
(8) Contractor/Consultant/Professional shall require each of its subcontractors to procure and
maintain, until the completion of the subcontractors work, insurance of the types and to the limits
specified in this Section unless such insurance requirements for the subcontractor are expressly
waived in writing by the Owner.
(9) Should at any time the Contractor/Consultant/Professional not maintain the insurance coverage
required herein, the Owner may terminate the Agreement or at its sole discretion shall be authorized
to purchase such coverage and charge the Contractor for such coverage purchased. The Owner
shall be under no obligation to purchase such insurance, nor shall it be responsible for the coverage
purchased or the insurance company or companies used. The decision of the Owner to purchase
such insurance coverage shall in no way be construed to be a waiver of any of its rights under the
Contract Documents.
(10) If the initial, or any subsequently issued Certificate of Insurance expires prior to the completion
of the Work or termination of the Agreement, the Contractor/Consultant/ Professional shall furnish to
the County, renewal or replacement Certificate{s) of Insurance not later than ten (10) calendar days
after the date of their expiration. Failure of the Contractor to provide the County with such renewal
certificate{s) shall be considered justification for the County to terminate the Agreement.
WS-CA-B-1
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WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY
Required by this Agreement? (check one) ~ Yes _ No
(1) Workers' Compensation and Employers' Liability Insurance shall be maintained by the
Contractor/Consultant! Professional during the term of this Agreement for all employees engaged in
the work under this Agreement in accordance with the laws of the State of Florida. The amounts of
such insurance shall not be less than:
a. Worker's Compensation - Florida Statutory
Requirements
b. Employers' Liability (check one)
$100,000 Each Accident
$500,000 Disease Aggregate
$100,000 Disease Each Employee
~ $1,000,000 Each Accident
$1,000,000 Disease Aggregate
$1,000,000 Disease Each Employee
(2) The insurance company shall waive its Rights of Subrogation against the Owner and the policy
shall be so endorsed.
(3) United States Longshoreman's and Harborworker's Act coverage shall be maintained where
applicable to the completion of the work.
D Applicable x Not Applicable
(4) Maritime Coverage (Jones Act) shall be maintained where applicable to the completion of the
work.
D Applicable x Not Applicable
COMMERCIAL GENERAL LIABILITY
Required by this Agreement?
-L Yes
No
(1) Commercial General Liability Insurance shall be maintained by the Contractor / Consultant
Professional. Coverage will include, but not be limited to, Bodily Injury, Property Damage, Personal
Injury, Contractual Liability for this Agreement, Independent Contractors, Broad Form Property
WS-CA-B-2
lOF -
Damage including Completed Operations and Products and Completed Operations Coverage. Limits
of Liability shall not be less than the following: (check one)
_ General Aggregate
Products/Completed Operations Aggregate
Personal and Advertising Injury
Each Occurrence
Fire Damage
_ General Aggregate
Products/Completed Operations Aggregate
Personal and Advertising Injury
Each Occurrence
Fire Damage
-X. General Aggregate
Products/Completed Operations Aggregate
Personal and Advertising Injury
Each Occurrence
Fire Damage
$ 300,000
$ 300,000
$ 300,000
$ 300,000
$ 50,000
$500,000
$ 500,000
$ 500,000
$ 500,000
$ 50,000
$1,000,000
$1,000,000
$1,000,000
$1,000,000
$ 50,000
(2) The General Aggregate Limit shall apply separately to this Project and the policy shall be
endorsed using the fOllowing endorsement wording. "This endorsement modifies insurance provided
under the following: Commercial General Liability Coverage Part. The General Aggregate Limit
under LIMITS OF INSURANCE applies separately to each of your projects away from premises
owned by or rented to you."
(3) If the General Liability insurance required herein is issued or renewed on a "claims made" basis,
as opposed to the "occurrence" form, the retroactive date for coverage shall be no later than the
commencement date of the Project and shall provide that in the event of cancellation or non-renewal
the Extended Reporting Period (Discovery Period) for claims shall be no less than three (3) years.
(4) The Owner shall be named as an Additional Insured and the policy shall be endorsed that ~uch
coverage shall be primary to any similar coverage carried by the Owner.
(5) Coverage shall be included for explosion, collapse or underground property damage claims.
(6) Watercraft Liability coverage shall be carried at the limits shown above if applicable to the
completion of the work under this Agreement.
D Applicable x Not Applicable
(7) Aircraft Liability coverage shall be carried at limits of $1,000,000 each occurrence if applicable to
the completion of the work under this Agreement.
D Applicable xNot Applicable
WS-CA-B-3
PROPERTY INSURANCE - BUILDERS RISK
lOF
.
(1) The Owner shall purchase and maintain in a company or companies lawfully authorized to do
business in the State of Florida and in Collier County, property insurance in the amount of the initial
Contract Sum as well as subsequent modifications thereto for the entire Work at the site on a
replacement cost basis without voluntary deductibles. Such property insurance shall be maintained,
unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons
and entities who are beneficiaries of such insurance, until final payment has been made or until no
person or entity other than the Owner has an insurable interest in the property required to be
covered, whichever is earlier. This insurance shall include interests of the Owner, the Contractor,
Subcontractors, Sub-subcontractors and Material Suppliers in the Work.
(2) Property insurance shall be on an all-risk policy form and, at the Owner's option, shall cover
reasonable compensation for Professional's services and expenses required as a result of such
insured loss. At the Owner's option, flood insurance will also be purchased.
(3) The property insurance provided by the Owner requires minimum deductibles and the Contractor
shall pay costs not covered by the deductibles. The responsibility of the Contractor for any
deductible associated with the all-risk policy described above shall be limited to a maximum of
$1,000 for each occurrence unless higher deductibles are identified in Exhibit C of the Contract
Documents. The responsibility of the Contractor for any deductible associated with the flood
insurance identified herein, if purchased by the Owner, shall be limited to a maximum of $1,000 for
each occurrence unless higher deductibles are identified in Exhibit C of the Contract Documents.
(4) This property insurance shall cover portions of the Work stored off the site after written approval
of the Owner at the value established in the approval, and also portions of the Work in transit.
(5) Boiler and Machinery Insurance. The Owner shall have the option of purchasing and maintaining
boiler and machinery insurance required by the Contract Documents or by law, which shall
specifically cover such insured objects during installation and until final acceptance by the Owner. If
purchased this insurance shall include interests of the Owner, Contractor, Subcontractors and
Sub-subcontractors in the Work.
(6) Waivers of Subrogation. The Owner and Contractor waive all rights against (1) each other and
any of their subcontractors, sub-subcontractors, agents and employees, each of the other, and (2)
the Professional, Professional's consultants, for damages caused by fire or other perils to the extent
covered by property insurance obtained pursuant to this Exhibit C or other property insurance
applicable to the Work, except such rights as they have to proceeds of such insurance held by the
Owner as fiduciary. The policies shall provide waivers of subrogation by endorsement or otherwise.
(7) A loss insured under Owner's property insurance shall be adjusted by the Owner as fiduciary and
made payable to the Owner as fiduciary for the insured, as their interests may appear.
WS-CA-B-4
AUTOMOBILE LIABILITY INSURANCE
lOF
.
Required by this Agreement? (check one) l Yes _ No
(1) Automobile Liability Insurance shall be maintained by the Contractor/Consultant/ Professional for
the ownership, maintenance or use of any owned, non-owned or hired vehicle with limits of not less
than: (check one)
_ Bodily Injury & Property Damage - $ 500,000
-X- Bodily Injury & Property Damage - $1,000,000
UMBRELLA LIABILITY
(1) Umbrella Liability may be maintained as part of the liability insurance of the
Contractor/Consultant/Professional and, if so, such policy may be in addition to and in excess of
Employers' Liability, Commercial General Liability and Automobile Liability and Professional Liability
coverage required herein and shall include all coverage on a "following form" basis.
(2) The policy shall contain wording to the effect that, in the event of the exhaustion of any
underlying coverage due to the payment of claims, the Umbrella policy will "drop down" to apply as
primary insurance.
(3) The General Aggregate limit, if applicable, shall apply separately to this project and the policy
shall be so endorsed.
WS-CA-B-5
EXHIBIT C
RELEASE AND AFFIDAVIT FORM
lOF
~
..
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 its
subcontractors, material men, successors and assigns, all claims demands, damages, costs and
expenses, whether in contract or in tort, against the Board of County Commissioners of Collier
County, Florida, Ex-Officio the Governing Board of the Collier County Water-Sewer District ("Owner")
relating in any way to the performance of the Agreement between Contractor and Owner, dated
, 20_, for the period from to
(2) Contractor certifies for itself and its subcontractors, material men, successors and assigns, that
all charges for labor, materials, supplies, lands, licenses and other expenses for which Owner might
be sued or for which a lien or a demand against any payment bond might be filed, have been fully
satisfied and paid.
(3) Contractor agrees to indemnify, defend and save harmless Owner from all demands or suits,
actions, claims of liens or other charges filed or asserted against the Owner arising out of the
performance by Contractor of the Work covered by this Release and Affidavit.
(4) This Release and Affidavit is given in connection with Contractor's [monthly/final] Application for
Payment No.
CONTRACTOR:
By:
Its:
President
Date:
Witnesses
[Corporate Seal]
WS-CA-C-1
STATE OF
lOF
.
COUNTY OF
The foregoing instrument was acknowledged before me this
2004, by , as
, a
the corporation. He/she is personally known to
day of
I
of
corporation, on behalf of
me or has produced
as identification and did (did
not) take an oath.
My Commission Expires:
(Signature of Notary)
Name:
(Legibly Printed)
(AFFIX OFFICIAL SEAL)
Notary Public, State of
Commission No.:
WS-CA-C-2
lOF
.
EXHIBIT 0
FORM OF CONTRACT APPLICATION FOR PAYMENT
(County Project Manager)
(County Department)
Collier County Board of County Commissioners (the OWNER) or
Collier County Water-Sewer District (the OWNER)
FROM:
(Contractor's Representative)
(Contractor's Name)
(Contractor's Address)
RE:
Bid No.
Project No.
Application Date
Payment Application No.
for Work accomplished through the Date:
( Project Name)
Original Contract Amount: $
Total Change Orders to Date $
Revised Contract Amount $
Total value of Work Completed
and stored to Date $
Less previous payment (s) $
AMOUNT DUE THIS
APPLICATION: $
Original Contract Time:
Revised Contract Time:
Retainage @ 10% thru[insert date] $
Retainage @ _% after [insert date] $
Percent Work completed to Date:
Percent Contract Time completed to Date
%
%
Liquidated Damages to be Accrued $
ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION
CONTRACTOR'S CERTIFICATION: The undersigned CONTRACTOR certifies that: (1) all previous progress payments
received from OWNER on account of Work done under the Contract referred to above have been applied to discharge in
full all obligations of CONTRACTOR incurred in connection with Work covered by prior Applications for Payment
numbered 1 through _ inclusive; (2) title to all materials and equipment incorporated in said Work or otherwise listed
in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all liens, claims,
security interests and encumbrances (except such as covered by Bond acceptable to OWNER); (3) all amounts have been
paid for work which previous payments were issued and received from the OWNER and that current payment is now due;
(4) and CONTRACTOR agrees that all overruns as shown on the monthly estimate summary shall, in fact, be added to the
revised contract and shall be incorporated into a future Change Order:
By CONTRACTOR: (Contractor's Name)
(Signature) DATE:
(Type Name & Title)
(shall be signed by a duly authorized representative of CONTRACTOR)
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended:
(DP's Name)
(Signature) DATE:
(Type Name & Title)
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is approved:
By Design Professional:
By OWNER'S Project Manager:
(Signature) DATE:
(Type Name and Title)
WS-CA-D-1
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EXHIBIT E
CHANGE ORDER
TO:
FROM: Collier County Government
Project Name:
Construction Agreement Dated:
Change Order No.:
Bid No.:
Date:
Change Order Description:
Original agreement amount . ................................ ................. ...... ........$
Sum of previous change orders amount ............................................$
111is Change Order Amount ....... .......... ............... ........................... ....$
Revised Agreement Amount........................................ .................. ..... $
Original contract time in calendar days ..................................................
Adjusted number of calendar days due to previous change orders .........
111is 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 ................. ..... ....... .................................
Your acceptance of this change order shall constitute a modification to our Agreement and will be performed
subject to all the same terms and conditions as contained in our Agreement indicated above, as fully as if the
same were repeated in this acceptance. The adjustment, if any, to this Agreement shall constitute a full and final
settlement of any and all claims of the Contractor arising out of, or related to, the change set forth herein,
including claims for impact and delay costs.
Prepared by:
Date:
PUED Project Manager
Recommended by:
Date:
Design Professional
WS-CA-E-1
Accepted by:
Contractor
Approved by:
PUED Director
Authorized by:
Director
(For Use by Owner: Fund: Cost Center: Object Code:
G:\Forms\Change Order Master.doc Revised 02/03/98
W5-CA-E-2
Date:
Date:
Date:
Project No.:
)
lOF
.
EXHIBIT F
lOF
..,
.
CERTIFICATE OF SUBSTANTIAL COMPLETION
OWNER'S Project No.
ENGINEER'S Project No.
PROJECT:
CONTRACTOR
Contract For
Contract Date
This Certificate of Substantial completion applies to all Work under the Contract documents or to the following specified
parts thereof:
To
OWNER
And
To
The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR
AND DESIGN PROFESSIONAL, and that Work is hereby declared to be substantially complete in accordance with the
contract documents on:
DATE OF SUBSTANTIAL COMPLETION
A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the failure to
include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the
Contract Documents. The items in the tentative list shall be completed or corrected by CONTRACTOR within
days of the above date of Substantial Completion.
EJCDC NO. 1910-8-D (1983 Edition)
Prepared by the Engineers Joint Contract documents Committee and endorsed by The Associated General contractors of America.
Reprinted 5/85
WS-CA-F-1
The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenlQ.E Utiliti: ·
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 ita
release of CONTRACTOR'S obligation to complete the Work in accordance with the Contract Documents.
Executed by Design Professional on
,2004
Design Professional
By:
Type Name and Title
CONTRACTOR accepts this Certificate of Substantial Completion on
,2004
CONTRACTOR
By:
Type Name and Title
OWNER accepts this Certificate of Substantial Completion on
,2004
OWNER
By:
Type Name and Title
WS-CA-F-2
EXHIBIT G
FINAL PAYMENT CHECKLIST
lOF
".,..,
.
Bid No.:
Contractor:
Project No.:
Date:
, 2004
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:
Final Completion Time:
Calendar Days.
Calendar Days.
YES
NO
1. All Punch List items completed on
2. Warranties and Guarantees assigned to County (attach to this form).
3. Effective date of General one year warranty from Contractor is:
4.2 copies of Operation and Maintenance manuals for equipment and
system submitted (list manuals in attachment to this form).
5. Record drawings obtained and dated:
6. County personnel trained on system and equipment operation.
7. Certificate of Occupancy No.:
issued on (attach to this form).
8. Certificate of Substantial Completion issued on
9. Final Payment Application and Affidavits received from Contractor on:
10. Consent of Surety received on
11. Operating Department personnel notified project is in operating phase.
12. Contractor evaluation completed.
13. Other:
If any of the above are not applicable, indicate by N/A. If NO is checked for any of the above, attach explanation.
Acknowledgments:
(Company Name)
(Signature)
(Typed Name & Title)
(Department Name)
(Signature)
(Name & Title)
By Contractor:
By Owner:
WS-CA-G-1
EXHIBIT H
GENERAL TERMS AND CONDITIONS
lOF
.
1. INTENT OF CONTRACT DOCUMENTS.
1.1. It is the intent of the Contract Documents to describe a functionally complete project (or portion
thereof) to be constructed in accordance with the Contract Documents. Any work, materials or
equipment that may reasonably be inferred from the Contract Documents as being required to
produce the intended result shall be supplied whether or not specifically called for. When words
which have a well known technical or trade meaning are used to describe work, materials or
equipment, such words shall be interpreted in accordance with that meaning. Reference to standard
specifications, manuals or codes of any technical society, organization or association or to the laws
or regulations of any governmental authority having jurisdiction over the Project, whether such
reference be specific or by implication, shall mean the latest standard specification, manual, code,
law or regulation in effect at the time the Work is performed, except as may be otherwise specifically
stated herein.
1.2. If before or during the performance of the Work Contractor discovers a conflict, error or
discrepancy in the Contract Documents, Contractor immediately shall report same to Project
Manager in writing and before proceeding with the Work affected thereby shall obtain a written
interpretation or clarification from the Project Manager. Contractor shall take field measurements and
verify field conditions and shall carefully compare such field measurements and conditions and other
information known to Contractor with the Contract Documents before commencing any portion of the
Work.
1.3. Drawings are intended to show general arrangements, design and extent of Work and are not
intended to serve as shop drawings. Specifications are separated into divisions for convenience of
reference only and shall not be interpreted as establishing divisions for the Work, trades,
subcontracts, or extent of any part of the Work. In the event of a discrepancy between or among the
drawings, specifications or other Contract Document provisions, Contractor shall be required to
comply with the provision which is the more restrictive or stringent requirement upon the Contractor,
_ as determined by the Project Manager. Unless otherwise specifically mentioned, all anchors, bolts,
screws, fittings, fillers, hardware, accessories, trim and other parts required in connection with any
portion of the Work to make a complete, serviceable, finished and first quality installation shall be
_ furnished and installed as part of the Work, whether or not called for by the Contract Documents.
2. INVESTIGATION AND UTILITIES.
2.1. Contractor shall have the sole responsibility of satisfying itself concerning the nature and location
of the Work and the general and local conditions, and particularly, but without limitation, with respect
to the following: those affecting transportation, access, disposal, handling and storage of materials;
availability and quality of labor; water and electric power; availability and condition of roads; work
area; living facilities; climatic conditions and seasons; physical conditions at the work-site and the
WS-CA-H-1
lOF
project area as a whole; topography and ground surface conditions; nature and quantity of the
surface materials to be encountered; subsurface conditions; equipment and facilities needed
preliminary to and during performance of the Work; and all other costs associated with such
performance. The failure of Contractor to acquaint itself with any applicable conditions shall not
relieve Contractor from any of its responsibilities to perform under the Contract Documents, nor shall
it be considered the basis for any claim for additional time or compensation.
.
2.2. Contractor shall locate all existing roadways, railways, drainage facilities and utility services
above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being
referred to in this Sub-Section 2.2 as the "Utilities". Contractor shall contact the owners of all Utilities
to determine the necessity for relocating or temporarily interrupting any Utilities during the
construction of the Project. Contractor shall schedule and coordinate its Work around any such
relocation or temporary service interruption. Contractor shall be responsible for properly shoring,
supporting and protecting all Utilities at all times during the course of the Work. The Contractor is
responsible for coordinating all other utility work so as to not interfere with the prosecution of the
Work (except those utilities to be coordinated by the Owner as described in other places of the
contract documents).
3. SCHEDULE.
3.1. The Contractor, within ten (10) calendar days after receipt of the Notice of Award, shall prepare
and submit to Project Manager, for his/her review and approval, a progress schedule for the Project
(herein "Progress Schedule"). The Progress Schedule shall relate to all Work required by the
Contract Documents shall utilize the Critical Path method of scheduling and shall provide for
expeditious and practicable execution of the Work within the Contract Time. The Progress Schedule
shall indicate the dates for starting and completing the various stages of the Work.
3.2. The Progress Schedule shall be updated monthly by the Contractor. All monthly updates to the
Progress Schedule shall be subject to the Project Manager's review and approval. Contractor shall
submit the updates to the Progress Schedule with its monthly Applications for Payment noted below.
The Project Manager's review and approval of the submitted Progress Schedule updates shall be a
condition precedent to the Owner's obligation to pay Contractor.
3.3 All work under this Agreement shall be performed within the requirements of the Collier
County Noise Ordinance 93-77, Amended by 96-29, and Article 1, Division 1.5, Section 1.5.5 ofthe
Collier County Land Development Code. Unless otherwise specified, work will generally be limited to
the hours of 7:00 a.m. to 7:00 p.m., Monday through Saturday, except for County Holidays. No work
shall be performed outside the specified hours without the prior approval of the Project Manager.
4. PROGRESS PAYMENTS.
4.1. Prior to submitting its first monthly Application for Payment, Contractor shall submit to Project
Manager, for their review and approval, a schedule of values based upon the Contract Price, listing
the major elements of the Work and the dollar value for each element. After its approval by the
Project Manager, this schedule of values shall be used as the basis for the Contractor's monthly
WS-CA-H-2
~____._._.___."._..,,"...,~__ _. v-....,..<..._.__"'''_...,..,~......_.___...__._"''_p_..~,.""._..,_,"",."_.,,-,,. .
lOF
.
Applications for Payment. This schedule shall be updated and submitted each month to the Project
Manager along with a completed copy of the Application for Payment form signed by the Contractor's
authorized representative and attached to the Agreement as Exhibit D.
4.2. Prior to submitting its first monthly Application for Payment, Contractor shall submit to Project
Manager a complete list of all its proposed subcontractors and material men, showing the work and
materials involved and the dollar amount of each proposed subcontract and purchase order. The
first Application for Payment shall be submitted no earlier than thirty (30) days after the
. Commencement Date.
4.3. If payment is requested on the basis of materials and equipment not incorporated into the
Project, but delivered and suitably stored at the site or at another location agreed to by the Owner in
writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other
documentation warranting that the Owner has received the materials and equipment free and clear of
all liens, charges, security interests and encumbrances, together with evidence that the materials and
equipment are covered by appropriate property insurance and other arrangements to protect Owner's
interest therein, all of which shall be subject to the Owner's satisfaction.
4.4. Contractor shall submit six (6) copies of its monthly Application for Payment to the Project
Manager. Within twenty (20) business days after the date of each Application for Payment is
stamped as received, the Project Manager, or Consultant, shall either:
4.4.1 Indicate his approval of the requested payment;
4.4.2 Indicate his approval of only a portion of the requested payment, stating in writing his reasons
therefore; or
4.4.3 Return the Application for Payment to the Contractor indicating, in writing, the reason for
refusing to approve payment. Payments of proper invoices shall be processed in accordance with
Section 218.735, Florida Statutes and the administrative procedures established by the County's
Purchasing Department and the Clerk of Courts' Finance Department respectively.
In the event of a total denial and return of the Application for Payment by the Project Manager, the
Contractor may make the necessary corrections and resubmit the Application for Payment. The
Owner shall, within ten (10) business days after the Application for Payment is stamped and received
and after Project Manager approval of an Application for Payment, pay the Contractor the amounts
so approved.
4.5. Owner shall retain ten percent (10%) of the gross amount of each monthly payment request or
ten percent (10%) of the portion thereof approved by the Project Manager for payment, whichever is
less. Such sum shall be accumulated and not released to Contractor until final payment is due,
unless otherwise agreed to by the Owner. The Project Manager shall have the discretion to
establish, in writing, a schedule to periodically reduce the percentage of cumulative retainage held
through out the course of the project schedule. Collier County shall reserve the right to reduce the
amount of the retainage witheld subject to the guidelines as set forth in the County's Purchasing
Policy.
WS-CA-H-3
lOF
.
4.6. Monthly payments to Contractor shall in no way imply approval .or acceptance of Contractor's
work.
4.7. Each Application for Payment. subsequent to the first pay application, shall be accompanied by
a Release and Affidavit, in the form attached as Exhibit C, showing that all materials, labor,
equipment and other bills associated with that portion of the Work payment is being requested on
have been paid in full. For all payments subsequent to the first payment. the Owner shall not be
required to make payment until and unless these affidavits are furnished by Contractor.
4.8. Contractor agrees and understands that funding limitations exist and that the expenditure of
funds must be spread over the duration of the Project at regular intervals based on the Contract
Amount and Progress Schedule. Accordingly, prior to submitting its first monthly Application for
Payment, Contractor shall prepare and submit for Project Manager's review and approval, a detailed
Project Funding Schedule, which shall be updated as necessary and approved by Owner to reflect
approved adjustments to the Contract Amount and Contract Time. No voluntary acceleration or early
completion of the Work shall modify the time of payments to Contractor as set forth in the approved
Project Funding Schedule.
4.9. Prior to release of final payment and finalretainage, the Contractor's Representative and the
Project Manager shall jointly complete the Final Payment Checklist, a representative copy of which is
enclosed in the agreement and labeled Exhibit G.
5. PAYMENTS WITHHELD.
5.1. The Project Manager or Owner may decline to approve any Application for Payment, or portions
thereof, because of subsequently discovered evidence or subsequent inspections that reveal non-
compliance with the Contract Documents. The Project Manager may nullify the whole or any part of
any approval for payment previously issued and Owner may withhold any payments otherwise due
Contractor under this Agreement or any other agreement between Owner and'Contractor, to such
extent as may be necessary in the Owner's opinion to protect it from loss because of:
5.1.1 Defective Work not remedied;
5.1.2 Third party claims filed or reasonable evidence indicating probable filing of such claims;
5.1.3 Failure of Contractor to make payment properly to subcontractors or for labor, materials or
equipment;
5.1.4 Reasonable doubt that the Work can be completed for the unpaid balance of the Contract
Amount; .
5.1.5 Reasonable indication that the Work will not be completed within the Contract Time;
5.1.6 Unsatisfactory prosecution of the Work by the Contractor; or
WS-CA-H-4
lOF
" ~
...
-- 5.1.7 any other material breach of the Contract Documents.
5.2. If any conditions described in Subsection 5.1 are not remedied or removed, Owner may, after
- three (3) days written notice, rectify the same at Contractor's expense. Owner also may offset
against any sums due Contractor the amount of any liquidated or unliquidated obligations of
Contractor to Owner, whether relating to or arising out of this Agreement or any other agreement
between Contractor and Owner.
6. FINAL PAYMENT.
6.1. Owner shall make final payment to Contractor within thirty (30) calendar days after the Work is
finally inspected and accepted by the Project Manager in accordance with Section 20.1 herein,
provided that Contractor first, and as an explicit condition precedent to the accrual of Contractor's
right to final payment, shall have furnished Owner with a properly executed and notarized copy of the
Release and Affidavit attached as Exhibit C as well as, a duly executed copy of the Sureties consent
to final payment and such other documentation that may be required by the Contract Documents and
the Owner.
6.2. Contractor's acceptance of final payment shall constitute a full waiver of any and all claims by
Contractor against Owner arising out of this Agreement or otherwise relating to the Project, except
those previously made in writing and identified by Contractor as unsettled at the time of the final
Application for Payment. Neither the acceptance of the Work nor payment by Owner shall be
deemed to be a waiver of Owner's right to enforce any obligations of Contractor thereunder or to the
recovery of damages for defective Work not discovered by the Design Professional or Project
Manager at the time of final inspection.
7 . SUBMITTALS AND SUBSTITUTIONS.
7.1. Contractor shall carefully examine the Contract Documents for all requirements for approval of
materials to be submitted such as shop drawings, data, test results, schedules and samples.
Contractor shall submit all such materials at its own expense and in such form as required by the
Contract Documents in sufficient time to prevent any delay in the delivery of such materials and the
installation thereof.
7.2. Whenever materials or equipment are specified or described in the Contract Documents by
using the name of a proprietary item or the name of a particular supplier, the naming of the item is
intended to establish the type, function and quality required. Unless the name is followed by words
- indicating that no substitution is permitted, materials or equipment of other suppliers may be
accepted by Owner if sufficient information is submitted by Contractor to allow the Owner to
determine that the material or equipment proposed is equivalent or equal to that named. Requests
for review of substitute items of material and equipment will not be accepted by Owner from anyone
other than Contractor and all such requests must be submitted by Contractor to Project Manager
within thirty (30) calendar days after Notice of Award is received by Contractor.
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7.3. If Contractor wishes to furnish or use a substitute item of material or equipment, Contractor shall
make application to the Project Manager for acceptance thereof, certifying that the proposed
substitute shall adequately perform the functions and achieve the results called for by the general
design, be similar and of equal substance to that specified and be suited to the same use as that
specified. The application shall state that the evaluation and acceptance of the proposed substitute
will not prejudice Contractor's achievement of substantial completion on time, whether or not
acceptance of the substitute for use in the Work will require a change in any of the Contract
documents (or in the provisions of any other direct contract with Owner for the Project) to adapt the
design to the proposed substitute and whether or not incorporation or use by the substitute in
connection with the Work is subject to payment of any license fee or royalty. All variations of the
proposed substitute from that specified will be identified in the application and available maintenance,
repair and replacement service shall be indicated. The application also shall contain an itemized
estimate of all costs that will result directly or indirectly from acceptance of such substitute. including
costs for redesign and claims of other contractors affected by the resulting change, all of which shall
be considered by the Project Manager in evaluating the proposed substitute. The Project Manager
may require Contractor to furnish at Contractor's expense additional data about the proposed
substitute.
7.4. If a specific means, method, technique, sequence or procedure of construction is indicated in or
. _ required by the Contract Documents, Contractor may furnish or utilize a substitute means, method,
sequence, technique or procedure of construction acceptable to the Project Manager, if Contractor
submits sufficient information to allow the Project Manager to determine that the substitute proposed
is equivalent to that indicated or required by the Contract Documents. The procedures for submission
to and review by the Project Manager shall be the same as those provided herein for substitute
materials and equipment.
7.5. The Project Manager shall be allowed a reasonable time within which to evaluate each
proposed substitute and, if need be, to consult with the Design Professional. No substitute will be
ordered, installed or utilized without the Project Manager's and the Owner's prior written acceptance
which shall be evidenced by either a Change Order, a Work Directive Change, a Field Order or an
approved Shop Drawing. The Owner may require Contractor to furnish at Contractor's expense a
special performance guarantee or other surety with respect to any substitute. The Project Manager
will record time required by the Project Manager and the Owner's consultants in evaluating
substitutions proposed by Contractor and making changes in the Contract Documents occasioned
-__ thereby. Whether or not the Owner accepts a proposed substitute, Contractor shall reimburse Owner
for the charges of the Design Professional and the Design Professional's consultants for evaluating
each proposed substitute.
8. CAlLY REPORTS, AS-BUlL TS AND MEETINGS.
8.1. Unless waived in writing by owner, contractor shall complete and submit to Project Manager
on a weekly basis a daily log of the contractor's work for the preceding week in a format approved by
the Project Manager and Owner. The daily log shall document all activities of contractor at the
project site including, but not limited to, the following:
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8.1.1. Weather conditions showing the high and low temperatures during work hours, the amount of
precipitation received on the Project site, and any other weather conditions which adversely affect the
Work;
8.1.2. Soil conditions which adversely affect the Work;
8.1.3. The hours of operation by Contractor's and subcontractors' personnel;
8.1.4. The number of Contractor's and subcontractors' personnel present and working at the Project
site, by subcontract and trade;
8.1.5. All equipment present at the Project site, description of equipment use and designation of time
equipment was used (specifically indicating any down time);
8.1.6. Description of Work being performed at the Project site;
8.1.7. Any unusual or special occurrences at the Project site;
8.1.8. Materials received at the Project site;
8.1.9. A list of all visitors to the Project site; and
8.1.10. Any problems that might impact either the cost or quality of the Work or the time of
performance.
The daily log shall not constitute nor take the place of any notice required to be given by Contractor
to Owner pursuant to the Contract Documents.
8.2. Contractor shall maintain in a safe place at the Project site one record copy of the Contract
Documents, including, but not limited to, all drawings, specifications, addenda, amendments, Change
Orders, Work Directive Changes and Field Orders, as well as all written interpretations and
clarifications issued by the Design Professional, in good order and annotated to show all changes
made during construction. The annotated drawings shall be continuously updated by the Contractor
throughout the prosecution of the Work to accurately reflect all field changes that are made to adapt
the Work to field conditions, changes resulting from Change Orders, Work Directive Changes and
Field Orders, and all concealed and buried installations of piping, conduit and utility services. All
buried and concealed items, both inside and outside the Project site, shall be accurately located on
the annotated drawings as to depth and in relationship to not less than two (2) permanent features
(e.g. interior or exterior wall faces). The annotated drawings shall be clean and all changes,
corrections and dimensions shall be given in a neat and legible manner in a contrasting color. The
"As-Built" record documents, together with all approved samples and a counterpart of all approved
shop drawings shall be available to the Project Manager or Design Professional for reference. Upon
completion of the Work and as a condition precedent to Contractor's entitlement to final payment,
these "As-Built" record documents, samples and shop drawings shall be delivered to Project
Manager by Contractor for Owner.
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8.3. Contractor shall keep all records and supporting documentation which concern or relate to the
Work thereunder for a minimum of five (5) years from the date of termination of this Agreement or the
date the Project is completed, whichever is later. Owner, or any duly authorized agents or
- representatives of Owner, shall have the right to audit, inspect and copy all such records and
documentation as often as they deem necessary during the period of this Agreement and during the
five (5) year period noted above; provided, however, such activity shall be conducted only during
normal business hours.
9. CONTRACT TIME AND TIME EXTENSIONS.
9.1. Contractor shall diligently pursue the completion of the Work and coordinate the Work being
done on the Project by its subcontractors and material men, as well 'as coordinating its Work with all
work of others at the Project Site, so that its Work or the work of others shall not be delayed or
impaired by any act or omission by Contractor. Contractor shall be solely responsible for all
construction means, methods, techniques, sequences, and procedures, as well as coordination of all
portions of the Work under the Contract Documents, and the coordination of Owner's suppliers and
contractors as set forth in Paragraph 12.2. herein.
9.2. Should Contractor be obstructed or delayed in the prosecution of or completion of the Work as a
result of unforeseeable causes beyond the control of Contractor, and not due to its fault or neglect,
,_ including but not restricted to acts of Nature or of the public enemy, acts of government, fires, floods,
epidemics, quarantine regulation, strikes or lockouts, Contractor shall notify the Owner in writing
within forty-eight (48) hours after the commencement of such delay, stating the cause or causes
thereof, or be deemed to have waived any right which Contractor may have had to request a time
extension.
9.3. No interruption, interference, inefficiency, suspension or delay in the commencement or progress
of the Work from any cause whatever, including those for which Owner may be responsible, in whole
or in part, shall relieve Contractor of his duty to perform or give rise to any right to damages or
_ additional compensation from Owner. Contractor expressly acknowledges and agrees that it
shall receive no damages for delay. Contractor's sole remedy, if any, against Owner will be the
right to seek an extension to the Contract Time; provided, however, the granting of any such time
extension shall not be a condition precedent to the aforementioned "No Damage For Delay"
provision. This paragraph shall expressly apply to claims for early completion, as well as to claims
based on late completion.
10. CHANGES IN THE WORK.
10.1. Owner shall have the right at any time during the progress of the Work to increase or decrease
the Work. Promptly after being notified of a change, Contractor shall submit an itemized estimate of
any cost or time increases or savings it foresees as a result of the change. Except in an emergency
endangering life or property, or as expressly set forth herein, no addition or changes to the Work
shall be made except upon written order of Owner, and Owner shall not be liable to the Contractor for
any increased compensation without such written order. No officer, employee or agent of Owner is
- authorized to direct any extra or changed work orally.
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10.2. A Change Order, in the form attached as Exhibit E to this Agreement, shall be issued and
executed promptly after an agreement is reached between Contractor and Owner concerning the
-- requested changes. Contractor shall promptly perform changes authorized by duly executed Change
Orders. The Contract Amount and Contract Time shall be adjusted in the Change Order in the
manner as Owner and Contractor shall mutually agree.
10.3. If 'Owner and Contractor are unable to agree on a Change Order for the requested change,
Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work
Directive Change. In that event, the Contract Amount and Contract Time shall be adjusted as
directed by Owner. If Contractor disagrees with the Owner's adjustment determination, Contractor
must make a claim pursuant to Section 11 of these General Conditions or else be deemed to have
waived any claim on this matter it might otherwise have had.
10.4. In the event a requested change results in an increase to the Contract Amount, the amount of
the increase shall be limited to the Contractor's reasonable direct labor and material costs and
reasonable actual equipment costs as a result of the change (including allowance for labor burden
costs) plus a maximum ten percent (10%) markup for all overhead and profit. In the event such
change Work is performed by a Subcontractor, a maximum ten percent (10%) markup for all
overhead and profit for all Subcontractors' and sub-subcontractors' direct labor and material costs
_ and actual equipment costs shall be permitted, with a maximum five percent (5%) markup thereon by
the Contractor for all of its overhead and profit, for a total maximum markup of fifteen percent (15%).
All compensation due Contractor and any Subcontractor or sub-subcontractor for field and home
office overhead is included in the markups noted above. Contractor's and Sub-Contractor's bond
costs associated with any change orders shall be included in the overhead and profit expenses and
shall not be paid as a separate line item.
10.5. Owner shall have the right to conduct an audit of Contractor's books and records to verify the
accuracy of the Contractor's claim with respect to Contractor's costs associated with any Change
Order.
10.6. The Project Manager shall have authority to order minor changes in the Work not involving an
_ adjustment to the Contract Amount or an extension to the Contract Time and not inconsistent with
the intent of the Contract Documents. Such changes may be effected by Field Order or by other
written order. Such changes shall be binding on the Contractor.
11. CLAIMS AND DISPUTES.
11.1. A 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 party making the
Claim.
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11.2. Claims by the Contractor shall be made in writing to the Project Manager within forty-eight (48)
hours after the first day of the event giving rise to such Claim or else the Contractor shall be deemed
to have waived the Claim. Written supporting data shall be submitted to the Project Manager within
fifteen (15) calendar days after the occurrence of the event, unless the Owner grants additional time
in writing, or else the Contractor shall be deemed to have waived the Claim. Claims not settled by
the aforesaid procedure, shall be resolved according to the Dispute Resolution Procedure, copies of
which are available in the County Attorney's Office or the Purchasing Department. 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.
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.
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13. INDEMNIFICATION AND INSURANCE.
13.1 IDEMNIFICATION. The ContractorNendor, in consideration of One Hundred Dollars
($100.00), the receipt and sufficiency of which is accepted through the signing ofthis document, shall
hold harmless and defend Collier County and its agents and employees from all suits and actions,
including attorneys' fees and all costs of litigation and judgments of any name and description arising
out of or incidental to the performance of this contract or work performed thereunder. This provision
shall also pertain to any claims brought against the County by any employee of the named
ContractorNendor, any Subcontractor, or anyone directly or indirectly employed by any of them. The
ContractorNendor's obligation under this provision shall not be limited in any way by the agreed upon
contract price as shown in this Contract or the ContractorNendor's limit of, or lack of, sufficient
insurance protection. The first One Hundred dollars ($100.00) of money received on the contract
price is considered as payment of this obligation by the County.
This section does not pertain to any incident arising from the sole negligence of Collier County.
13.2. The Contractor's obligation to indemnify and defend the owner shall not be limited in any way
by the agreed upon contract price as shown in this contract or the Contractor's limit of, or lack of,
sufficient insurance protection.
13.3. Contractor shall obtain and carry, at all times during its performance under the Contract
Documents, insurance of the types and in the amounts set forth in Exhibit B to the Agreement.
Further, the Contractor shall at all times comply with all of the terms, conditions, requirements and
obligations set forth under Exhibit B
14. COMPLIANCE WITH LAWS.
14.1. Contractor agrees to comply, at its own expense, with all federal, state and local laws, codes,
statutes, ordinances, rules, regulations and requirements applicable to the Project, including but not
limited to those dealing with taxation, worker's compensation, equal employment and safety
(including, but not limited to, the Trench Safety Act, Chapter 553, Florida Statutes). If Contractor
observes that the Contract Documents are at variance therewith, it shall promptly notify Project
Manager in writing.
15. CLEANUP AND PROTECTIONS.
15.1. Contractor agrees to keep the Project site clean at all times of debris, rubbish and waste
materials arising out of the Work. At the completion of the Work, Contractor shall remove all debris,
rubbish and waste materials from and about the Project site, as well as all tools, appliances,
construction equipment and machinery and surplus materials, and shall leave the Project site clean
and ready for occupancy by Owner.
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15.2. Any existing surface or subsurface improvements, including, but not limited to, pavements,
curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery, not indicated in the
Contract Documents to be removed or altered, shall be protected by Contractor from damage during
the prosecution of the Work. Any such improvements so damaged shall be restored by Contractor to
the condition equal to that existing at the time of Contractors commencement of the Work.
16. ASSIGNMENT.
16.1. Contractor shall not assign this Agreement or any part thereof, without the prior consent in
writing of Owner. Any attempt to assign or otherwise transfer this Agreement, or any part herein,
without the County's consent, shall be void. If Contractor does, with approval, assign this Agreement
or any part thereof, it shall require that its assignee be bound to it and to assume toward Contractor
all of the obligations and responsibilities that Contractor has assumed toward Owner.
17. PERMITS, LICENSES AND TAXES.
17.1 Pursuant to Section 218.80, F.S., Owner will pay for all Collier County permits and fees,
including license fees, permit fees, impact fees or inspection fees applicable to the work through an
internal budget transfer(s). Contractor is not responsible for paying for permits issued by Collier
County, but is responsible for acquiring all permits. Owner may require the Contractor to deliver
internal budget transfer documents to applicable Collier County agencies when the Contractor is
acquiring permits.
17.2 All permits, fees and licenses necessary for the prosecution of the Work which are not issued
by Collier County shall be acquired and paid for by the Contractor.
18. TERMINATION FOR DEFAULT.
18.1. Contractor shall be considered in material default of the Agreement and such default shall be
considered cause for Owner to terminate the Agreement, in whole or in part, as further set forth in
this Section, if Contractor: (1) fails to begin the Work under the Contract Documents within the time
specified herein; or (2) fails to properly and timely perform the Work as directed by the Project
Manager or as provided for in the approved Progress Schedule; or (3) performs the Work unsuitably
or neglects or refuses to remove materials or to correct or replace such Work as may be rejected as
unacceptable or unsuitable; or (4) discontinues the prosecution of the Work; or (5) fails to resume
Work which has been suspended within a reasonable time after being notified to do so; or (6)
becomes insolvent or is declared bankrupt, or commits any act of bankruptcy; or (7) allows any final
judgment to stand against it unsatisfied for more than ten (10) days; or (8) makes an assignment for
the benefit of creditors; or (9) fails to obey any applicable codes, laws, ordinances, rules or
regulations with respect to the Work; or (10) materially breaches any other provision of the Contract
Documents.
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18.2. Owner shall notify Contractor in writing of Contractor's default(s). If Owner determines that
Contractor has not remedied and cured the default(s) within seven (7) calendar days following receipt
by Contractor of said written notice, then Owner, at its option, without releasing or waiving its rights
and remedies against the Contractor's sureties and without prejudice to any other right or remedy it
may be entitled to hereunder or by law, may terminate Contractor's right to proceed under the
Agreement, in whole or in part, and take possession of all or any portion of the Work and any
materials, tools, equipment, and appliances of Contractor, take assignments of any of Contractor's
subcontracts and purchase orders, and complete all or any portion of Contractor's Work by whatever
means, method or agency which Owner, in its sole discretion, may choose.
18.3. If Owner deems any of the foregoing remedies necessary, Contractor agrees that it shall not be
entitled to receive any further payments hereunder until after the Project is completed. All moneys
expended and all of the costs, losses, damages and extra expenses, including all management,
administrative and other overhead and other direct and indirect expenses (including Design
Professional and attorney's 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, attorney's 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-Ietting the Work, and in settlement, discharge or compromise of any claims, demands, suits, and
judgments pertaining to or arising out of the Work hereunder.
18.5. If, after notice of termination of Contractor's right to proceed pursuant to this Section, it is
determined for any reason that Contractor was not in default, or that its default was excusable, or that
Owner is not entitled to the remedies against Contractor provided herein, then Contractor's remedies
against Owner shall be the same as and limited to those afforded Contractor under Section 19 below.
19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION.
19.1. Owner shall have the right to terminate this Agreement without cause upon seven (7) calendar
days written notice to Contractor. In the event of such termination for convenience, Contractor's
recovery against Owner shall be limited to that portion of the Contract Amount earned through the
date of termination, together with any retainage withheld and reasonable termination expenses
incurred, but Contractor shall not be entitled to any other or further recovery against Owner,
including, but not limited to, damages or any anticipated profit on portions of the Work not performed.
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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 writing giving the reasons
therefor. If Owner, after conferring with the Design Professional, considers the Work (or designated
portion) substantially complete, Project Manager shall prepare and deliver to Contractor a Certificate
of Completion (substantial or final Certificate of Completion) which shall fix the date of Substantial
Completion for the entire Work (or designated portion thereof) and include a tentative punch list of
items to be completed or corrected by Contractor before final payment. Owner shall have the right to
exclude Contractor from the Work and Project site (or designated portion thereof) after the date of
Substantial Completion, but Owner shall allow Contractor reasonable access to complete or correct
items on the tentative punch list.
20.2. Upon receipt of written certification by Contractor that the Work is completed in accordance
with the Contract Documents and is ready for final inspection and acceptance and upon receipt of a
final Application for Payment, Design Professional will make such inspection and, if he finds the Work
acceptable and fully performed under the Contract Documents, he shall promptly issue a final
Certificate for Payment, recommending that, on the basis of his 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 retain age shall become due and payable until Contractor
-,- submits:
(1) The Release and Affidavit in the form attached as Exhibit C.
(2) Consent of surety to final payment.
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(3) If required by Owner, other data establishing payment or satisfaction of all obligations, such as
receipts, releases and waivers of liens, arising out of the Contract Documents, to the extent and in
such form as may be designated by Owner. Owner reserves the right to inspect the Work and make
an independent determination as to the Work's acceptability, even though the Design Professional
may have issued his recommendations. Unless and until the Owner is completely satisfied, neither
the final payment nor the retainage shall become due and payable.
21. WARRANTY.
21.1. Contractor shall obtain and assign to Owner all express warranties given to Contractor or any
subcontractors by any material men supplying materials, equipment or fixtures to be incorporated into
the Project. Contractor warrants to Owner that any materials and equipment furnished under the
Contract Documents shall be new unless otherwise specified, and that all Work shall be of good
quality, free from all defects and in conformance with the Contract Documents. Contractor further
warrants to Owner that all materials and equipment furnished under the Contract Documents shall be
applied, installed, connected, erected, used, cleaned and conditioned in accordance with the
instructions of the applicable manufacturers, fabricators, suppliers or processors except as otherwise
provided for in the Contract Documents. If, within one (1) year after substantial completion, any
Work is found to be defective or not in conformance with the Contract Documents, Contractor shall
correct it promptly after receipt of written notice from Owner. Contractor shall also be responsible for
and pay for replacement or repair of adjacent materials or Work which may be damaged as a result
of such replacement or repair. These warranties are in addition to those implied warranties to which
Owner is entitled as a matter of law.
21.2. No later than 30 days prior to expiration of the warranty, the Project Manager, or any other
representative of the Owner, shall conduct an inspection of the warranted work to verify compliance
with the requirements of the Agreement. The Contractor's Representative shall be present at the
time of inspection and shall take remedial actions to correct any deficiencies noted in the inspection.
Failure of the Contractor to correct the cited deficiencies shall be grounds for the County to disqualify
the Contractor from future County bid opportunities.
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.
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22.3. If any Work that is to be inspected, tested or approved is covered without written concurrence
from the Project Manager, such work must, if requested by Project Manager, be uncovered for
observation. Such uncovering shall be at Contractor's expense unless Contractor has given Project
Manager timely notice of Contractor's intention to cover the same and Project Manager has not acted
with reasonable promptness to respond to such notice. If any Work is covered contrary to written
directions from Project Manager, such Work must, if requested by Project Manager, be uncovered for
Project Manager's observation and be replaced at Contractor's sole expense.
22.4. The Owner shall charge to Contractor and may deduct from any payments due Contractor all
engineering and inspection expenses incurred by Owner in connection with any overtime work. Such
overtime work consisting of any work during the construction period beyond the regular eight {8} hour
day and for any work performed on Saturday, Sunday or holidays.
22.5. Neither observations nor other actions by the Project Manager or Design Professional nor
inspections, tests or approvals by others shall relieve Contractor from Contractor's obligations to
perform the Work in accordance with the Contract Documents.
23. DEFECTIVE WORK.
23.1. Work not conforming to the requirements of the Contract Documents or any warranties made or
assigned by Contractor to Owner shall be deemed defective Work. If required by Project Manager,
Contractor shall as directed, either correct all defective Work, whether or not fabricated, installed or
completed, or if the defective Work has been rejected by Project Manager, remove it from the site
and replace it with non-defective Work. Contractor shall bear all direct, indirect and consequential
costs of such correction or removal (including, but not limited to fees and charges of engineers,
architects, attorneys and other professionals) made necessary thereby, and shall hold Owner
harmless for same.
23.2. If the Project Manager considers it necessary or advisable that covered Work be observed by
Design Professional or inspected or tested by others, Contractor, at Project Manager's request, shall
uncover, expose or otherwise make available for observation, inspection or tests as Project Manager
may require, that portion of the Work in question, furnishing all necessary labor, material and
equipment. If it is found that such Work is defective, Contractor shall bear all direct, indirect and
consequential costs of such uncovering, exposure, observation, inspection and testing and of
satisfactory reconstruction (including, but not limited to, fees and charges of engineers, architects,
attorneys and other professionals), and Owner shall be entitled to an appropriate decrease in the
Contract Amount. If, however, such Work is not found to be defective, Contractor shall be allowed an
increase in the Contract Amount and/or an extension to the Contract Time, directly attributable to
such uncovering, exposure, observation, inspection, testing and reconstruction.
WS-CA-H-16
......'""-~_....,--~~._~._,~,..-..,-~"-'".'"',"'.""",.--;"""'--'" ...
lOF
.
23.3. If any portion of the Work is defective, or if Contractor fails to supply sufficient skilled workers
with suitable materials or equipment or fails to finish or perform the Work in such a way that the
completed Work will conform to the Contract Documents, Project Manager may order Contractor to
stop the Work, or any portion thereof, until the cause for such order has been eliminated; however,
this right of Project Manager to stop the Work shall not give rise to any duty on the part of Owner,
Project Manager to exercise this right for the benefit of Contractor or any other party.
23.4. Should the Owner determine, at its sole opinion, it is in the Owners 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 if Contractor fails to perform the Work in accordance with the Contract Documents, or if
Contractor fails to comply with any of the provisions of the Contract Documents, Owner may, after
seven (7) days written notice to Contractor, correct and remedy any such deficiency. To the extent
necessary to complete corrective and remedial action, Owner may exclude Contractor from any or all
of the Project site, take possession of all or any part of the Work, and suspend Contractors 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
WS-CA-H-17
10F ·
be responsible to see that the finished Work complies accurately with the Contract Documents.
Contractor shall keep on the Work at all times during its progress a competent resident
.- superintendent, who shall not be replaced without prior written notice to Project Manager except
under extraordinary circumstances. The superintendent shall be employed by the Contractor and be
the Contractor's representative at the Project site and shall have authority to act on behalf of
-- Contractor. All communications given to the superintendent shall be as binding as if given to the
Contractor. Owner shall have the right to direct Contractor to remove and replace its Project
superintendent, with or without cause.
24.2. Contractor shall have a competent superintendent on the project at all times whenever
contractor's work crews, or work crews of other parties authorized by the Project Manager are
engaged in any activity whatsoever associated with the Project. Should the contractor fail to comply
with the above condition, the Project Manager shall, at his discretion, deduct from the Contractor's
monthly pay estimate, sufficient moneys to account for the Owner's loss of adequate project
supervision, not as a penalty, but as liquidated damages, separate from the liquidated damages
described in Section 5.B, 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 anyone 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 be,:,chmark 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 Owners or Design Professional's benchmarks, Contractor
shall immediately notify Project Manager and Design Professional. The Owner or Design
Professional shall re-establish the benchmarks and Contractor shall be liable for all costs incurred by
,- Owner associated therewith.
26. EMERGENCIES.
26.1. In the event of an emergency affecting the safety or protection of persons or the Work or
property at the Project site or adjacent thereto, Contractor, without special instruction or authorization
.- from Owner or Design Professional is obligated to act to prevent threatened damage, injury or loss.
Contractor shall give Project Manager written notice within forty-eight (48) hours after the occurrence
of the emergency, if Contractor believes that any significant changes in the Work or variations from
WS-CA-H-18
lOF ·
- the Contract Documents have been caused thereby. If the Project Manager determines that a
change in the Contract Documents is required because of the action taken in response to an
emergency, a Change Order shall be issued to document the consequences of the changes or
variations. If Contractor fails to provide the forty-eight (48) hour written notice noted above, the
Contractor shall be deemed to have waived any right it otherwise may have had to seek an
adjustment to the Contract Amount or an extension to the Contract Time.
27. USE OF PREMISES.
27.1. Contractor shall maintain all construction equipment, the storage of materials and equipment
and the operations of workers to the Project site and land and areas identified in and permitted by the
Contract Documents and other lands and areas permitted by law, rights of way, permits and
easements, and shall not unreasonably encumber the Project site with construction equipment or
other material or equipment. Contractor shall assume full responsibility for any damage to any such
land or area, or to the owner or occupant thereof, or any land or areas contiguous thereto, resulting
from the performance of the Work.
28. SAFETY.
28.1. Contractor shall be responsible for initiating, maintaining and supervising all safety precautions
and programs in connection with the Work. Contractor shall take all necessary precautions for the
safety of, and shall provide the necessary protection to prevent damage, injury or loss to:
28.1.1. All employees on or about the project site and other persons and/or organizations who may
be affected thereby;
28.1.2. All the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Project site; and
28.1.3. Other property on Project site or adjacent thereto, including trees, shrubs, walks, pavements,
roadways, structures, utilities and any underground structures or improvements not designated for
removal, relocation or replacement in the Contract Documents.
28.2. Contractor shall comply with all applicable codes, laws, ordinances, rules and regulations of
any public body having jurisdiction for the safety of persons or property or to protect them from
damage, injury or loss. Contractor shall erect and maintain all necessary safeguards for such safety
and protection. Contractor shall notify owners of adjacent property and of underground structures
and improvements and utility owners when prosecution of the Work may affect them, and shall
cooperate with them in the protection, removal, relocation or replacement of their property.
Contractor's duties and responsibilities for the safety and protection of the Work shall continue until
such time as the Work is completed and final acceptance of same by Owner has occurred.
WS-CA-H-19
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28.3. Contractor shall designate a responsible representative at the Project site whose duty shall be
the prevention of accidents. This person shall be Contractor's superintendent unless otherwise
designated in writing by Contractor to Owner.
29. PROJECT MEETINGS.
Prior to the commencement of Work, the Contractor shall attend a pre-construction conference with
the Project Manager, Design Professional and others as appropriate to discuss the Progress
Schedule, procedures for handling shop drawings and other submittals, and for processing
Applications for Payment, and to establish a working understanding among the parties as to the
Work. During the prosecution of the Work, the Contractor shall attend any and all meetings
convened by the Project Manager with respect to the Project, when directed to do so by Project
Manager. Contractor shall have its subcontractors and suppliers attend all such meetings (including
the pre-construction conference) as may be directed by the Project Manager.
30. VENDOR PERFORMANCE EVALUATION
Collier County has implemented a Vendor Performance Evaluation System for all contracts awarded
in excess of $25,000. To this end, vendors will be evaluated on their performance upon
completion/termination of agreement.
31. MAINTENANCE OF TRAFFIC POLICY
For all projects that are conducted within a Collier County Right-of-Way, the Contractor shall provide
and erect Traffic Control Devices as prescribed in the current edition of the Manual On Uniform
Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed in the
Florida Department of Transportations Design Standards (DS), where applicable on state roadways.
These projects shall also comply with Collier County's Maintenance of Traffic Policy, #5807. Copies
are available through Risk Management and/or Purchasing Departments.
The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT
Roadway & Traffic Design Standards Indexes, or other related documents, so to become familiar with
their requirements. Strict adherence to the requirements of the MOT policy will be enforced under
this Contract.
32. DIRECT PURCHASE
32.1 The County reserves the right to require Contractor to assign some or all of its agreements with
material suppliers directly to the County. Any such goods and/or materials purchased by the County
pursuant to such an assignment of a material supply agreement shall be referred to as "County
Furnished Materials" and the responsibilities of both the County and the Contractor relating to said
materials shall be governed by the terms and conditions of this Agreement which shall take
precedence over other conditions and terms of this Agreement where inconsistencies or conflicts
exist.
WS-CA-H-20
lOF ...
Additionally, the County; at it's sole option; may choose to purchase some or all of the goods and/or
materials from other suppliers. In either instance the County may require the following information
from the Contractor:
A. Required quantities of material.
B. Specifications relating to goods and/or materials required for job including brand and/or
model number or type if applicable
C. Pricing and availability of goods and/or materials provided under Contractor's
agreements with material suppliers
32.2 Purchasing
Upon receipt of a proper requisition (including appropriate backup material(s), the Purchasing
Department shall issue a Purchase Order for the material required. Each Purchase Order shall
contain the County's certificate of exemption number. The Purchase order shall be given to the
Project Manager for completion of the ordering process. Unless the following items were included in
the quote provided by the vendor to the Project Manager, the Purchase Order shall also provide for
reimbursement of the cost to the supplier for:
A. Shipping and handling
B. Insurance costs
C. Performance Bond
32.3 General Terms and Conditions
A. Contractor shall be required to maintain records of all County-furnished materials that it
incorporates into the project from the stock of County-furnished materials in its possession.
Such records shall be furnished monthly to the Project Manager or their designee and
shall include information on materials that have 1. Been delivered into the Contractor's
possession and/or 2. been incorporated into the project.
B. Notwithstanding the transfer of County-furnished materials by the County to the
Contractor's possession, the County shall retain legal and equitable title to any and all
County-furnished materials.
C. The transfer of possession of County-furnished materials from the County to the Contractor
shall constitute a bailment for the mutual benefit of the County and the Contractor. The
County shall be considered the bailor, and the Contractor the bailee fo the County-
furnished materials. County-furnished materials shall be considered returned to the County
for purposes of their bailment at such time as they are incorporated into the Project.
D. The County shall purchase and maintain insurance sufficient to protect against any loss or
damage to County-furnished materials. Such insurance shall cover the replacement cost of
any County-furnished materials not yet incorporated into the Project during the period
between the time the County first takes title to any such materials and the time when the
last of said materials are incorporated into the project.
WS-CA-H-21
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E. The County shall in no way be liable for any interruption or delay in the project, for any
defects or other problems with the project, or for any additional costs resulting from any
delay in the delivery of, or defects in, County-furnished materials, except in the event of the
County's gross negligence or willful misconduct.
F. Nothing herein contained shall create or be construed as
creating a partnership between the County and the Contractor or to
constitute the Contractor as an agent of the County.
WS-CA-H-22
lOF ·
EXHIBIT I
SUPPLEMENTAL TERMS AND CONDITIONS
1. The Notice to Proceed will be issued only after the following documentation has been
submitted to Owner:
a. Complete contractual documents, including payment and performance bonds and
insurance certificate;
b. Progress schedule, which shall utilize the Critical Path method of scheduling;
c. Submittal schedule;
d. Draw (funding) Schedule, which shall consist of a monthly projection of the value of the
work to be completed and materials stored for the entire duration of the project;
e. Safety Program/Risk Management Program (See Section 8, Contractor Safety
Program, pages WS-CA-I-2 through WS-CA-I-11);
f. Quality Assurance/Quality Control Program; and
g. Security Plan
2. The CPM Schedule and Draw Schedule shall be updated monthly and submitted with each
Contractor Application for Payment. If both items are not submitted with Application for
Payment, that payment will be withheld until both items are received and accepted by the
Owner and Engineer.
WS-CA-I-1
10F ·
Section 8
Contractor Safety Program
As part of its effort to prevent catastrophic releases of extremely hazardous substances at
the SCR WTP, the Department requires any contractor who will work with or near
extremely hazardous substances to demonstrate its ability to work safely. Using this
procedure, the Department will identify contractors that can perform site activities without
compromising the safety or health of the Department personnel.
Contractors with assignments that do not influence process safety are not subject to this
procedure and will be excluded from all chlorine-containing areas. This exemption
applies to contractors providing incidental services, such as janitorial work, food and drink
services, laundry, delivery or other supply services. The Department will tell those
contractors: 1) about the hazards of chlorine, 2) which locations they must avoid, and 3)
how they should react when the chlorine alarm sounds.
8.1 Contractor Pre-Qualification
8.1.1 Pre-Qualification Form
Any contractor wishing to perform work at any portion of a Department plant at which
extremely hazardous substances are present must complete the Contractor Pre-
Qualification Form (Exhibit A). Contractors who have not completed and submitted this
form will be considered non-responsive for any work they propose. The information
contained on this form will be evaluated and considered part of the overall selection
process.
8. 1.2 Norma/Interpretation of Pre-Qualification Form
The Department intends to grant no contract for work on, near, or with extremely
hazardous substances at the SCRWTP to any contractor that:
. Fails to complete and submit the Contractor Pre-Qualification Form,
. Reports a workers' compensation experience modification ratio (EMR) greater
than 1.25,
. Reports an injury or illness rate (on the OSHA 200 table) more than 25% higher
than the average for its industry (the US Department of Labor publishes the average
rates on the Internet at http://stats.bls.gov/news.release/osh.tOl.htm),
. Cannot verify that its employees have adequate training for working with the
extremely hazardous substances at the site.
. Has experienced a workplace fatality in the last three years, unless the Departmenttconcludes that the factors that caused the fatality were outside the contractor's
control.
WS-CA-I-2
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...
Section 8
Contractor safety program
8.1.3 Special Interpretations
The Department may grant a contract to a contractor who would otherwise be excluded by
the discriminators described above. This special dispensation may be granted only:
. When no other appropriate contractor can be found,
. With the approval of the Public Works Administrator, Department Director and
the Operations Superintendent, and
. If the contractor agrees to implement the special safety procedures (which might
include a requirement to work only with trained Department personnel present) that
the Department establishes for the contract.
8.2 Contractor's Role in the Program
Contract employees must perform their work safely. The contractor shall ensure the
Department that each contract employee will follow the safety rules of the Plant including
the safe work practices (for example, hot work permits) that apply to its work.
The contractor must keep the Department informed of its activities, unique hazards the
contractor's work may create, and hazards observed by the contractor's employees.
Contractors are required to inform the Department of every employee injury and illness
that occurs on County property and maintain a contract injury and illness log.
8.3 Contractor Oversight
When contractors perform tasks that tend to disturb the controls that prevent a chlorine
release, the Department will monitor their activities when they work on or near a covered
process. The Department will maintain a log that shows which contractors it expects to
work in process areas, and when. This log will also show the name or title of the
Department representative assigned to monitor safety issues during the work. The purpose
of this oversight is to protect the Department employees from releases caused by the
contractor, not to protect the contractor's employees.
The Safety Officer will perform periodic evaluations of the contractor's safety
performance. For short-term projects, one evaluation should be completed. For longer
projects, a minimum frequency of once per month is recommended. The Contractor
Evaluation form is included as Exhibit B. This completed form will be maintained by the
Safety Officer and used as a reference when evaluating the contractor's safety submittals
for future proposals involving the chlorine process. The Safety Officer will maintain a
contract employee injury and illness log onsite for work in the chlorine area
The plant will oversee the work of contractors that hold contracts with it (for example,
contractors delivering chlorine). The Chief Operator may instruct an operator or a
maintenance mechanic to check on the contractor's safety procedures. This plant
representative will generate a written record of this oversight effort only when problems
are observed.
WS-CA-I-3
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section 8
Contractor safety program
8.4 Contractor Employee Training
Every contract for work on or near the chlorine Plant will require the contractor to certify
to the Department and provide documentation that its employees have appropriate training
on the following subjects:
. The hazards of chlorine exposure,
.' Basic health and safety issues,
. The contractor's health and safety programs,
. The methods and techniques the contractor will use at the plant,
. Applicable provisions of the emergency response plan in Section 8 of this
document,
. Procedures for contractor entrance into and exit from the area of work, and
. Informing the Department about any unique hazards presented by the contractor's
work or found as a result of the contractor's work.
The Contractor shall document that each contract employee has received and understood
the training. The Contractor shall provide this documentation on Exhibit C. Cards
indicating that training has been completed will be issued to the contract employee.
Contract employees are required to keep the cards with them while working on the
chlorine system.
The Department will apply this procedure more stringently to contractors who have greater
opportunity to disturb the chlorine management systems than to those who provide
incidental services, such as janitorial work, food and drink services, laundry, delivery, or
other supply services.
The Department will advise every contractor employee (either directly or through the
contractor) on the Department's emergency alarm and evacuation systems.
8.5 Contractor Orientation
The Risk Management Department Representative will conduct on-site contractor
orientation prior to work commencement for all contract employees. Items to be reviewed
during this session include the following:
. Access control procedure
. Location of regulated process areas and other restricted areas
. Safe work practices (Section 7)
. Contractor Safety Program (Section 8)
. Process Safety Information (Section 3)
WS-CA-I-4
10F ·
CONTRACTOR PRE-QUALIFICATION FORM
Exhibit A
to Section 8
CONTRACTOR PRE-QUALIFICATION FORM
As part of its effort to prevent catastrophic releases of extremely hazardous substances at the South County
Regional Water Treatment Plant, Collier County Water Department (Department) requires any contractor
who will work with or near extremely hazardous substances to demonstrate its ability to work safely. This
procedure allows the Department to identify contractors that can perform site activities without
compromisirig the safety or health of Department personnel.
Any contractor wishing to perform work at any Department plant at which extremely hazardous substances
are present must complete this form and return it to:
Collier County
Water Department
3301 Tamiami Trail East, Bldg. H
Naples, FL 34112
Phone: (239) 732-2558
Fax: (239) 732-2526
The information contained on this form will be evaluated and considered as a part of the overall selection
process. Contractors who do not complete and submit this form will be considered non-responsive for any
work they propose.
As part of this process Contractors must certify that its employees have appropriate training on the
following subjects:
. The hazards of chlorine exposure,
. Basic health and safety issues,
. The Contractor's health and safety programs, and
. The methods and techniques the Contractor will use at the plant.
. Applicable provisions of the emergency response plan in Section 9 of this document,
. Procedures for contractor entrance into and exit from the area of work, and.
. Informing the Department about any unique hazards presented by the contractor's work or found as
a result of the contractor's work.
WS-CA-I-5
lOF ·
CONTRACTOR PRE-QUALIFICATION FORM
1.0 Company Name:
Address of Principal Place of Business:
Street:
City, State, Zip:
Telephone Number:
FAX Number:
2.0 Other Company Names Used:
3.0 Name(s) and Relationships of Parent Company, Affiliates, Subsidiaries, Partners.
Company:
Address:
City, State, Zip:
Relationship:
Company:
Address:
City, State, Zip:
Relationship:
4.0 Has the ownership in your company changed within the last three years? YES_ NO_
5.0 Extent of Insurance Coverage.
5.1 Please attach certificates showing the extent of coverage, exclusions and deductibles for the
following:
. General Business Liability Insurance Coverage
. Contractors Pollution Liability Insurance Coverage
. Professional Liability Insurance (limits and exclusions)
. Workers' Compensation Insurance Coverage
5.2 How long have you been covered by current provider of Worker Compensation Insurance?
5.3 LIst bxpenence ModrtIcanon Rate (bMR) that has apphed to your company's workers'
compensation insurance policy for the three most recent years.
Year Intrastate Interstate
20_
20_
20_
5.4 List the name, address and telephone number of an insurer or insurance broker who can verify
your EMR's.
5.5 If you do not have an EMR, please explain.
WS-CA-I-6
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>'f'"
.. .
CONTRACTOR PRE-QUALIFICATION FORM
6.0 Please transfer the numbers and rates of injuries and illnesses from your firm's OSHA No. 200 Logs
to the table below:
Injuries & Illnesses in Year: 20 20 20
Type of Injury Statistic # Rate # Rate # Rate
Lost Workday Cases
Restricted Workday Cases
Medical Treatment (not First Aid) Cases
Total Illness Cases
Total Recordable Cases
Employee Hours Worked in Year:
6.1 List any fatalities your company has had in the last three years. Include location, cause, and
corrective action.
7.0 Do you require that documented safety meetings be held for:
a Field Supervisor? Yes No Frequency
b. Employees? Yes No Frequency
c. New Hires? Yes No Frequency
d. Subcontractors? Yes No Frequency
8.0 Will a corporate representative audit safety practices on this job?
8.1 Name Title
8.2 How frequently will the representative visit the project?
8.3 Does the representative have authority to take corrective action? Yes_ No
Yes_No
WS-CA-I-7
lOF ·
CONTRACTOR PRE-QUALIFICATION FORM
8.4 To whom does the representative report?
Name Title
9.0 Does the company have a health and safety plan? If yes, please give details.
10.0 Training for Contractor employees who will work on or near containers of extremely hazardous
substances
10.1 Describe the type and extent of training these employees will have.
10.2 What percentage of those employees will have this training?
11.0 Please give the name of the company's health and safety officer, if any.
12.0 Attach a list of any State or Federal Health and Safety citations received in the past three years.
13.0 Signature of Company Officer:
Title:
Date:
WS-CA-I-8
lOF ·
Exhibit B
to Section 8
Contractor Evaluation Form
contractor Evaluation Form Date:
Contractor: Prepared By:
section 1: project Description
Process: Facility:
project
Descri pti on
section 2 : Evaluation -For all no answers, provide comments in space Acceptable?
provided (Circle Answer)
Contractor consistency adhered to facility safety policies and procedures. Yes No N/A
Contractor obtained all necessary permits prior to initiating work. Yes No N/A
Contractor completed all monitoring as required by permits (Le., hot work/confined Yes No N/A
space).
Contractor followed access control procedures. Yes No N/A
Contractor used required personal protective equipment at all times. Yes No N/A
Contractor provided adequate staffing to complete job safely. Yes No N/A
Contractor provided adequate supervision to complete job safely. Yes No N/A
Contractor used proper tools for all tasks as required. Yes No N/A
Contractor informed Chief Operator of any project changes. Yes No N/A
Contractor maintained a cleanjob site (Le., demonstrated good housekeeping). Yes No N/A
Section 3 : Comments
section 4: Contractor Rating Circle Answer Date
Overall contractor safety rating Satisfactory I Unsatisfactory
NOTE: Unsatisfactory rating should be reported to Operations Superintendent and work stoppage should be issued.
WS-CA-I-9
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10F ·
EXHIBIT J
TECHNICAL SPECIFICATIONS
See Volume II.
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EXHIBIT K
PERMITS
A. GENERAL
1. For Collier County Permits required by CONTRACTOR for this Project, See Section 01005,
Article 1.31.
Collier County shall pay for all Collier County permits and fees as required and described in
Exhibit "H" - General Terms and Conditions, Article 17.
WS-CA-K-I
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EXHIBIT L
PLANS AND SPECIFICATIONS PREPARED BY Camp Dresser & McKee Inc.
AND IDENTIFIED AS FOLLOWS: South County Regional Water Treatment Plant Upgrades and
Modifications
AS SHOWN ON SHEETS G-1. C-1. A-i. A-2. S-1. S-2. M-1 throuah M-7. MD-1. H-1. H-2. E-1
through E-13. 1-1 throuah 1-5.
SPECIFICATIONS
See Table of Contents for Divisions 1 through 16, Sheets i, ii, m and iv.
CONSTRUCTION DRAWINGS
INDEX OF SHEETS
Sheet Title
GENERAL
Cover Sheet
G-1 Index, Legend and Abbreviations
CIVIL
C-1 Partial Existing Site Plan
ARCHITECTURAL
A-1 Architectural Sheet Index, General Notes, Abbreviations, Symbols, Schedules and Types
A-2 Chemical Building Floor Plan, Elevations, and Details
STRUCTURAL
S-1 Odor Control System Containment - Modifications Plan View
S-2 Odor Control System Containment - Modifications Sections and Details
WS-CA-L-1
MECHANICAL
M-1 Mechanical Symbols and Legend
M-2 High Service Pumps Demolition Plan and Section
M-3 High Service Pumps Modification Plan and Section
M-4 Chlorine Building Demolition and Modification Plans
M-5 Chemical Building Demolition Plan
M-6 Chemical Building Modifications Plan
M-7 Odor Control System Containment - Modifications
MD-1 Miscellaneous Mechanical Details
HVAC
H-1 Existing Chemical Building HVAC Plans
H-2 HVAC Schedules and Details
ELECTRICAL
E-1 Electrical Symbols and Abbreviations
E-2 Electrical Symbols and Abbreviations (Continued)
E-3 Electrical Site Plan
E-4 Existing Single Line Power Diagram Demolition
E-5 Existing Single Line Power Diagram Modifications
E-6 Switchboard and MCC-3 Frontviews
E-7 Elementary Control Diagrams
E-8 High Service Pumps No.1, 2, and 3 Demolition Plan
E-9 High Service Pumps No.1, 2, and 3 Plan and Modifications
E-10 Chemical Building Electrical Plan
E-11 Chlorine Building Electrical Plan
E-12 Odor Control System Containment Electrical Plan
E-13 Electrical Details
INSTRUMENTATION
1-1 Instrumentation Legend Sheet
1-2 Process & Instrumentation Diagrams
1-3 Process & Instrumentation Diagrams
1-4 Instrumentation Loop Diagrams
1-5 Instrumentation Loop Diagrams, System Architecture and Details
WS-CA-L-2
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SOUTH COUNTY REGIONAL WATER TREATMENT PLANT UPGRADES AND MODIFICATIONl 0 F ..
Collier County Water Department
COLLIER COUNTY BID NO. 05-3743
COLLIER COUNTY WATER-SEWER DISTRICT
VOLUME II OF II
Design Professional:
Camp Dresser & McKee Inc.
9311 College Parkway J Suite 1
Fort Myers, Florida 33919
COLLIER COUNTY PURCHASING DEPARTMENT
3301 Tamiami Trail, East
Naples, Florida 34112
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SPECIFICATIONS MANUAL II OF II
EXHIBIT "J"
TECHNICAL SPECIFICATIONS
DIVISIONS 01 THROUGH 16
DIVISION 01 - GENERAL REQUIREMENTS
01005 General Requirements
01010 Summary of Work
01014 Construction Sequence
01030 Special Project Procedures
01045 Cutting and Patching
01046 Modifications to Existing Structures, Piping and Equipment
01050 Field Engineering
01090 Reference Standards
01150 Measurement and Payment
01152 Applications for Payment
01153 Change Order Procedures
01172 Pipe Penetrations
01200 Project Meetings
01300 Submittals
01310 Construction Schedules
01370 Schedule of Values
01380 Construction Photographs
01410 Testing and Testing Laboratory Services
01505 Mobilization
01510 Temporary Utilities
01520 Construction Aids
01590 Field Offices
01600 Material and Equipment
01625 Plant Startup
01700 Contract Closeout
01710 Cleaning
01720 Project Record Documents
01730 Operating and Maintenance Data
01740 Warranties and Bonds
DIVISION 02 - SITEWORK
~062 Removal of Existing Equipment
02063 Packaging and Storage of Existing Equipment
02064 Modifications to Existing Structures, Piping, and Equipment
02065 Demolition and Modification
02100 Site Preparation
02140 Dewatering and Drainage
02211 Rock Excavation
02220 Structural Excavation, Backfill and Compaction
02221 Trenching, Bedding. and Backfill for Pipes
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02223 Excavation Below Normal Grade and Crushed Stone or Shell Refill
02260 Finish Grading
02276 Temporary Erosion and Sedimentation Control
02284 Topsoil
02355 Lumber Left in Place
02513 Asphaltic Concrete Paving
02515 Walkways
02575 Pavement and Sidewalk Repair and Restoration
02600 Yard Piping
02623 High Density Polyethylene (HDPE) Pipe
02626 Double Wall Chemical Pipe System
02675 Disinfection
02932 Sodding
02999 Miscellaneous Work and Cleanup
DIVISION 03 - CONCRETE
03301 Concrete and Reinforcing Steel
DIVISION 04 - MASONRY
(NOT USED)
DIVISION 05 - METALS
05500 Miscellaneous Metal
05910 Galvanizing
DIVISION 06 - WOODS AND PLASTICS
06100 Carpentry Work
DIVISION 07 - THERMAL AND MOISTURE PROTECfION
07900 Joint Sealers
DIVISION 08 - DOORS AND WINDOWS
08130 Fiberglass Reinforced Plastic Doors and Frames
08710 Finish Hardware
DIVISION 09 - FINISHES
U9722 Seamless Flooring
09901 Surface Pr~paration and Shop Prime Painting
09902 Painting and Labeling
DIVISION 10 - SPECIALTIES
10200 Aluminum Louvers
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DIVISION 11 - EQUIPMENT
11000 Factory Testing
11207 Corrosion Resistant Submersible Sump Pumps
11214 Vertical Turbine Can Pumps
11244 Chlorination System Upgrade
11256 Polymer Dilution/Batching Systems
DIVISION 12 - FURNISHING
12680 Rubber Floor Mats
DIVISION 13 - SPECIAL CONSTRUCTION
13300 Process mstrumentation and Controls - General Provisions
13310 Distributed Control System
13315 Process mstrumentation and Controls - Products
DIVISION 14 - CONVEYING SYSTEM
(NOT USED)
DIVISION 15 - MECHANICAL
15051 Piping - General Requirements
15052 Pipe Testing - General Requirements
15053 Pipe Penetrations
15061 Steel Pipe and Fittings
15062 Ductile Iron Pipe and Fittings
15063 Copper Pipe and Fittings
15064 Plastic Pressure Pipe and Fittings
15065 Stainless Steel Pipe and Fittings
15066 Brass Pipe and Fittings
15094 Pipe Hangers and Supports
15100 Valves and Appurtenances
15500 HV AC
DIVISION 16 - ELECTRICAL
16000 Electrical- General Provisions
16110 Raceways, Boxes, Fittings and Supports
16120 Wires and Cables
16150 Motors
16191 Miscellaneous Equipment
16370 480 Volt Variable Frequency Drives
16470 Panelboards
16600 Underground System
16660 Grounding System
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SECfION 01005
GENERAL REQUIREMENfS
PART 1 - GENERAL
1.01 SCOPE AND INTENT
A. Description
1. The work to be dqne consists of the fmnishing of all labor, materials and equipment, and the
performance of all work included in this Contract. The summary of the work is presented in
Section 01010.
2. The CONTRACfOR and Pump Suppliers personnel shall attend the COUNfY's Risk
Management Plan and Process Safety Management Plan training prior to construction startup as
referenced in Section 01505, Article 1.04A(19).
3. The CONTRACfOR and Pump Suppliers personnel shall obtain and wear a COUNfY's
security badge at all times while on the project site and when entering and leaving the project site
as referenced in Section 01505, Article 1.01A(20).
B. Work Included
1. The CONTRACfOR shall fmnish all labor, superintends, materials, power, light, heat, fuel,
water, tools, appliances, equipment, supplies, and other means of construction necessary or
proper for performing and completing the work. He shall obtain and pay for all required permits.
He shall perform and complete the work in the manner best calculated to promote rapid
construction consistent with safety of life and property and to the satisfaction of the OWNER,
and in strict accordance with the Contract Documents and submit a critical path construction
schedule within ten (10) days after the effective date of the Agreement in Conformance with
Section 01310 - Construction Schedules. The CONTRACfOR shall clean up the work and
maintain it during and after construction, until accepted, and shall do all work and pay all costs
incidental thereto. He shall repair or restore all structures and property that may be damaged or
disturbed during performance of the work.
2. The cost of incidental work described in these General Requirements, for which there are no
specific Contract Items, shall be considered as part of the general cost of doing the work and
shall be included in the prices for the various Contract Items. No additional payment will be
made therefore.
3. The CONTRACfOR shall provide and maintain such modem plant, tools, and equipment as
may be necessary, in the opinion of the ENGINEER, to perform in a satisfactory and acceptable
manner all the work required by this Contract. Only equipment of established reputation and
proven efficiency shall be used. The CONTRACfOR shall be solely responsible for the
adequacy of his workmanship, materials and equipment, prior approval of the ENGINEER
notwithstanding.
, .i;. 4. The CONTRACfOR shall remove, demolish and dispose of all equipment, piping, asphalt, and
appurtenances as shown and specified on the Drawings and required to complete the work. No
additional payment will be made for additional demolition or disposal work. not specifically
specified on the plans as required, to complete the work.
C. Public Utility Installations and Structures
1. Public utility installations and structures shall be understood to include all poles, tracks, pipes,
wires, conduits, vaults, manholes, and all other appurtenances and facilities pertaining thereto
whether owned or controlled by the OWNER, other governmental bodies or privately owned,
used to provide gas, electricity, telephone, sewerage, drainage, water or other public or private
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service to the lreatment plant which may be affected by the work shall be deemed included
hereunder.
2. The Conlract Documents contain data relative to existing public or private utility installations
and structures above and below the ground surface. These data are not guaranteed as to their
completeness or accuracy and it is the responsibility of the CONTRACTOR to make his own
investigations to inform himself fully of the character, condition and extent of all such
installations and structures as may be encountered and as may affect the construction operations.
3. The CONfRACTOR shall protect all public or private utility installations and structures from
damage during the work. Access across any buried installation or structure shall be made only in
such locations and by means approved by the Utility OWNER. The CONTRACTOR shall so
arrange his operations as to avoid any damage to these facilities. All required protective devices
and construction shall be provided by the CONfRACTOR at his expense. All existing utilities
damaged by the CONTRACTOR which are shown on the Plans or have been located in the field
by the utility shall be repaired by the CONfRACTOR, at his expense, as directed by the Utility
OWNER. No separate payment shall be made for such pro~tion or repairs to public utility
installations or structures.
4. Public utility installations or structures owned or controlled by the OWNER or other
governmental body which are shown on the Plans to be removed, relocated, replaced or rebuilt
by the CONTRACTOR shall be considered as a part of the general cost of doing the work and
shall be included in the prices bid for the various conlract items. No separate payment shall be
made therefor.
5. Where public utility installations or structures owned or conlrolled by the OWNER or other
governmental body are encountered during the course of the work, and are not indicated on the
Plans or in the Specifications, and when, in the opinion of the ENGINEER, removal, relocation,
replacement or rebuilding is necessary to complete the work under this Conlract, such work shall
be accomplished by the utility having jurisdiction, or such work may be ordered, in writing by
the ENGINEER, for the CONTRACTOR to accomplish. If such work is accomplished by the
utility having jurisdiction it will be carried out expeditiously and the CONTRACTOR shall give
full cooperation to permit the utility to complete the removal, relocation, replacement or
rebuilding as required. If such work is accomplished by the CONTRACTOR, it will be in
accordance with the General and Supplemental General Conditions.
6. All OWNER and other governmental utility departments and other OWNERS of public utilities
which may be affected by the work will be informed in writing by the CONTRACTOR within
two weeks after the execution of the Conlract or Conlracts covering the work. Such notice will
set out, in general, and direct attention to the responsibilities of the OWNER and other
governmental utility departments and other OWNERS of public utilities for such installations
and structures as may be affected by the work and will be accompanied by one set of Plans and
Specifications covering the work under such Conlract or Conlracts.
7. In addition to the general notice given by the ENGINEER, the CONTRACTOR shall give
written notice to OWNER and other governmental utility departments and other OWNERS of
public utilities of the location of his proposed construction operations, at least one (1) week in
advance of breaking ground in any area or on any unit of the work. This can be accomplished by
making the appropriate contact with the "Underground Utility Notification Center for Excavators
(Call Candy)."
8. The maintenance, repair, removal, relocation or rebuilding of public utility installations and
structures, when accomplished by the CONTRACTOR as herein provided, shall be done by
methods approved by the Utility OWNER.
1.02 PLANS AND SPECIFICATIONS
A. Plans
1. The Plans referred to in the Conlract Documents bear the general project name and number as
shown in the Notice to Bidders (Advertisement).
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2. When obtaining data and information from the Plans, figures shall be used in preference to
scaled dimensions, and large scale drawings in preference to small scale drawings.
B. Copies Furnished to CONTRACfOR
I. After the Contract has been executed, the CONTRACfOR will be furnished with three (3) sets
of paper prints, the same size as the original drawings, of each sheet of the Plans and three (3)
copies of the Specifications. Additional copies of the Plans and Specifications, when requested,
may be furnished to the CONTRACfOR at cost of reproduction.
2. The CONTRACfOR shall furnish each of the Subcontractors, manufacturers, and material
suppliers such copies of the Contract Documents as may be required for their work.
C. Supplementary DrawiJ:lgs
I. When, in the opinion of the ENGINEER, it becomes necessary to explain more fully the work to
be done or to illustrate the work further or to show any changes which may be required,
drawings known as Supplementary Drawings, with specifications pertaining thereto, will be
prepared by the ENGINEER and five (5) paper prints thereof will be given to the
CONTRACfOR.
D. CONTRACfOR to Check Plans and Data
I. CONTRACfOR shall verify all dimensions, quantities and details shown on the Plans,
Supplementary Drawings, Schedules, Specifications or other data received from the
ENGINEER, and shall notify him of all errors, omissions, conflicts, and discrepancies fOWld
therein. Failure to discover or correct errors, conflicts or discrepancies shall not relieve the
CONTRACfOR of full responsibility for Wlsatisfactory work, faulty construction or improper
operation resulting there from nor from rectifying such conditions at his own expense. He will
not be allowed to take advantage of any errors or omissions, as full instructions will be furnished
by the ENGINEER, should such errors or omissions be discovered. All schedules are given for
the convenience of the ENGINEER and the CONTRACfOR and are not guaranteed to be
complete. The CONTRACfOR shall assume all responsibility for the making of estimates of
the size, kind, and quality of materials and equipment included in work to be done Wlder the
Contract.
E. Specifications
I. The Technical Specifications consist of three (3) parts: General, Products and Execution. The
General Section contains General Requirements which govern the work. Products and
Execution modify and supplement these by detailed requirements for the work and shall always
govern whenever there appears to be a conflict.
F. Intent
I. All work called for in the Specifications applicable to this Contract, but not shown on the Plans
in their present form, or vice versa, shall be of like effect as if shown or mentioned in both.
Work not specified in either the Plans or in the Specifications, but involved in carrying out their
intent or in the complete and proper execution of the work, is required and shall be performed by
. 'i the CONTRACfOR as though it were specifically delineated or described.
2. The apparent silence of the Specifications as to any detail, or the apparent omission from them of
a detailed description concerning any work to be done and materials to be furnished, shall be
regarded as meaning that only the best general practice is to prevail and that only material and
workmanship of the best quality is to be used, and interpretation of these Specifications shall be
made upon that basis.
3. The inclusion of the Related Requirements (or work specified elsewhere) in the General part of
the specifications is only for the convenience of the CONTRACfOR, and shall not be
interpreted as a complete list of related Specification Sections.
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G. Equivalent Quality
1. In the Contract Documents, whenever an article, material, apparatus, equipment, or process is
called for by trade name or by name of a patentee, manufacturer, or dealer, or by reference to
catalog of a manufacturer or dealer and stated "or equal", it shall be understood as intending to
mean and specify that the article, material, apparatus, equipment, or process designated, shall be
equal and similar thereto in quality, type, nature, finish. design, efficiency, and durability, and
equally serviceable for the purposes for which it is intended. If the Contract Documents do not
state "or equal", only the referenced items are acceptable to OWNER and no substitute items
shall be acceptable.
2. Whenever material or equipment is submitted for approval as being equal to that specified, the
submittal shall include sufficient information and data to demonstrate that the material or
equipment confoqns to the Contract requirements. The decision as to whether or not such
material or equipment is equal to that specified shall be made by the ENGINEER.
3. Upon rejection of any material or equipment submitted as the equivalent of that specifically
named in the Contract, the CONTRACfOR shall immediately proceed to furnish the designated
material or equipment.
4. Neither the approval by the ENGINEER of alternate material or equipment as being equivalent
to that specified, nor the furnishing of the material or equipment specified, shall in any way
relieve the CONTRACfOR of responsibility for failure of the material or equipment, due to
faulty design, material or workmanship, to perform the functions required of them by the
Contract Documents.
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1.03 MAlERIALS AND EQUIPMENT
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A. Manufacturer
1. The names of proposed manufacturers, material, suppliers and dealers who are to furnish
materials, fIXtures, equipment, appliances or other fittings shall be submitted to the ENGINEER
for approval. Such approval must be obtained before shop drawings will be checked. No
manufacturer shall be approved for any materials to be furnished under this Contract unless he
shall be of good reputation and have a plant of ample capacity. He shall, upon the request of the
ENGINEER, be required to submit evidence that he has manufactured a similar product to the
one specified and that it has been previously used for a like purpose for a sufficient length of
time to demonstrate its satisfactory performance.
2. All transactions with the manufacturers or subcontractors shall be through the CONTRACfOR,
unless the CONTRACfOR shall request, in writing to the ENGINEER, that the manufacturer or
subcontractor deal directly with the ENGINEER. Any such transactions shall not in any way
release the CONfRACfOR from his full responsibility under this Contract.
3. Any two or more pieces of material or equipment of the same kind, type or classification, and
being used for identical types of service, shall be made by the same manufacturer.
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B. Delivery
1. The CONTRACfOR shall deliver materials in ample quantities to insure the most speedy and
uninterrupted progress of the work so as to complete the work within the allotted time. The
,; CONTRACfOR shall also coordinate deliveries in order to avoid delay in, or impediment of, the
progress of the work of any related CONfRACfOR.
C. Tools, Spare Parts, Lubricants and Accessories
1. CONTRACfOR shall, unless otherwise stated in the Contract Documents, furnish with each
type, kind or size of equipment, one complete set of suitably marked high grade special tools and
appliances which may be needed to adjust, operate, maintain or repair the equipment. Such tools
and appliances shall be furnished in approved painted steel cases, properly labeled and equipped
with good grade cylinder locks and duplicate keys.
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2. Spare parts for certain equipment are specified in other sections of the Technical Specifications,
shall be provided by the CONTRACTOR. The CONTRACTOR shall collect and store all spare
parts so required in an area to be designated by the ENGINEER. In addition, the
CONTRACTOR shall furnish to the ENGINEER an inventory listing all spare parts, the
equipment they are associated with, the name and address of the supplier, and the delivered cost
of each item Copies of actual invoices for each item shall be furnished with the inventory to
substantiate the delivered cost.
3. Each piece of equipment shall be provided with a substantial nameplate, securely fastened in
place and clearly inscribed with the manufacturer's name, year of manufacture, serial number,
weight and principal rating data.
4. Lubricants: All grease, oil, and fuel required for testing of equipment shall be furnished with the
respective equipII)ent. The OWNER shall be furnished with a year's supply of required
lubricants including grease and oil of the type recommended by the manufacturer with each item
of equipment supplied.
a.) The CONTRACTOR shall be responsible for changing the oil in all drives and intermediate
drives of each mechanical equipment after initial break-in of the equipment, which in no
event shall be any longer than 3 weeks of operation.
D. Installation of Equipment
1. The CONTRACTOR shall have on hand sufficient proper equipment and machinery of ample
capacity to facilitate the work and to handle all emergencies normally encountered in work of
this character.
2. Equipment shall be erected in a neat and workmanlike manner on the foundations at the
locations and elevations shown on the Plans, unless directed otherwise by the ENGINEER
during installation. All equipment shall be correctly aligned, leveled and adjusted for
satisfactory operation and shall be installed so that proper and necessary connections can be
made readily between the various units.
3. The CONTRACTOR shall furnish, install and protect all necessary anchor and attachment bolts
and all other appurtenances needed for the installation of the devices included in the equipment
specified. Anchor bolts shall be as approved by the ENGINEER and made of ample size and
strength for the purpose intended. Substantial templates and working drawings for installation
shall be furnished.
4. The CONTRACTOR shall, at his own expense, furnish all materials and labor for, and shall
properly bed in non-shrink grout, each piece of equipment on its supporting base that rests on
masonry foundations. Grout shall completely fill the space between the equipment base and the
foundation. All metal surfaces coming in contact with concrete or grout shall receive two (2)
coats (9 mils each coat) of coal tar epoxy equal to Carbolinel Kop-Coat 300M.
E. Service of Manufacturer's ENGINEER
1. The Contract prices for equipment furnished under this Contract shall include the cost of
furnishing a competent and experienced ENGINEER or Superintendent (for a minimum of 40
hours) who shall represent the manufacturer and shall assist the CONTRACTOR, when
required, to install, adjust, test and place in operation the equipment in conformity with the
. -~ Contract Documents. Prior to placing the equipment in operation, such ENGINEER or
Superintendent shall make all adjustments and tests required and specified by the ENGINEER to
prove that such equipment is properly installed and in satisfactory operating condition, and shall
instruct such personnel as may be designated by the OWNER in the proper operation and
maintenance of such equipment.
F. Samples
1. The CONTRACTOR shall, when required, submit to the ENGINEER for approval, typical
samples of material and appliances. The samples shall be properly identified by tags and shall be
submitted sufficiently in advance of the time when they are to be incorporated into the Work so
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that rejections thereof will not cause delay. A letter of transmittal from the CONTRACTOR
requesting approval shall accompany all such samples.
1.04 REMOVAL OF WATER
A. Before corrnnencing any excavation at the site of the Work, the CONTRACTOR shall submit to the
ENGINEER for review, the methods, equipment, and arrangement of facilities proposed for the
removal and disposal of water at the site and of all water entering any excavation or other part of the
Work from any source whatsoever. Adequate standby facilities shall be provided to ensure that the
excavation will be kept dry in the event of power failure or mechanical breakdown. Facilities for the
removal and disposal qf water shall be of sufficient capacity to keep the excavation dry under all
circumstances with one-half of the facilities out of service. H well points are used, provision shall be
made for removing and resetting individual well points without taking the system of which they are a
part out of service. The cost of removal of water shall be included in the lump sum price bid for each
appropriate item bid.
The CONTRACTOR shall implement all appropriate turbidity management practices at the point of
discharge into a storm sewer, gutter, or other conveyance to ensure that state water quality standards
not violated at the point where the storm drain, gutter, or other conveyance discharges into a surface
water.
1.05 INSPECTION AND TESTING
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A. General
1. Inspection and testing of special materials not described in these specifications will be performed
and paid for by the OWNER unless otherwise specified.
2. For tests specified to be made by the CONTRACTOR, the testing personnel shall make the
necessary inspections and tests and the reports thereof shall be in such form as will facilitate
checking to determine compliance with the Contract Documents. Six (6) copies of the reports
shall be submitted and authoritative certification thereof must be furnished to the ENGINEER as
a prerequisite for the acceptance of any material or equipment.
3. H, in the making of any test of any material or equipment:, it is ascertained by the ENGINEER
that the material or equipment does not comply with the Contract, the CONTRACTOR shall be
notified thereof and he will be directed to refrain from delivering said material or equipment, or
to remove it promptly from the site or from the work and replace it with acceptable material,
without cost to the OWNER.
4. Tests of electrical and mechanical equipment and appliances shall be conducted in accordance
with recognized test codes of the ANSL ASME, or the IEEE, except as may otherwise be stated
herein.
5. The CONTRACTOR shall be fully responsible for the proper operation of equipment during
tests and instruction periods and shall neither have nor make any claim for damage which may
occur to equipment prior to the time when the OWNER fonnally takes over the operation
thereof.
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B. Costs
1. All inspection and testing of materials furnished under this Contract will be perfonned and paid
for by the CONTRACTOR or duly authorized inspection ENGINEERS or inspection bureaus
without cost to the OWNER, unless otherwise expressly specified.
2. The cost of shop and field tests of equipment and of certain other tests specifically called for in
the Contract Documents shall be borne by the CONTRACTOR and such costs shall be deemed
to be included in the Contract price.
3. Materials and equipment submitted by the CONTRACTOR as the equivalent to those
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specifically named in the Contract may be tested by the OWNER for compliance. The
CONTRACfOR shall reimburse the OWNER for the expenditures incurred in making such tests
on materials and equipment which are rejected for non-compliance.
C. Inspection of Materials
1. The CONTRACfOR shall give notice in writing to the ENGINEER, sufficiently in advance of
his intention to commence the manufacture or preparation of materials especially manufactured
or prepared for use in or as part of the pennanent construction. Such notice shall contain a
request for inspection, the date of commencement and the expected date of completion of the
manufacture or preparation of materials. Upon receipt of such notice, the ENGINEER will
arrange to have a representative present at such times during the manufacture as may be
necessary to ins~t the materials or he will notify the CONTRACfOR that the inspection will
be made at a point other than the point of manufacture, or he will notify the CONIRAcroR
that inspection will be waived. The CONIRACfOR must comply with these provisions before
shipping any material. Such inspection shall not release the CONfRACfOR from the
responsibility for furnishing materials meeting the requirements of the Contract Documents.
D. Certificate of Manufacture
1. When inspection is waived or when the ENGINEER so requires, the CONTRACfOR shall
furnish to him authoritative evidence in the form of Certificates of Manufacture that the
materials to be used in the work have been manufactured and tested in confonnity with the
Contract Documents. These certificates shall be notarized and shall include copies of the results
of physical tests and chemical analyses, where necessary, that have been made directly on the
product or on similar products of the manufacturer.
E. Shop Tests of Operating Equipment
1. Each piece of equipment for which pressure, duty, capacity, rating, efficiency, perfonnance,
function or special requirements are specified shall be tested in the shop of the maker in a
manner which shall conclusively prove that its characteristics comply fully with the requirements
of the Contract Documents. No such equipment shall be shipped to the work until the
ENGINEER notifies the CONTRACfOR, in writing, that the results of such tests are acceptable.
2. Six (6) copies of the manufacturer's actual test data and interpreted results thereof, accompanied
by a certificate of authenticity sworn to by a responsible official of the manufacturing company,
shall be forwarded to the ENGINEER for approval.
3. The cost of shop tests and of furnishing manufacturer's preliminary and shop test data of
operating equipment shall be borne by the CONTRACfOR.
F. Preliminary Field Tests
1. As soon as conditions permit, the CONIRACfOR shall furnish all labor, materials, and
instruments and shall make preliminary field tests of equipment and shall be in confonnance
with Section 01625 - Plant Startup. If the preliminary field tests disclose any equipment
furnished under this Contract which does not comply with the requirements of the Contract
Documents, the CONTRACfOR shall, prior to the acceptance tests, make all changes,
. ~ adjustments and replacements required. The furnishing CONTRACfOR shall assist in the
preliminary field tests as applicable.
G. Final Field Tests
1. Upon completion of the work and prior to fmal payment, all equipment and piping installed
under this Contract shall be subjected to acceptance tests as specified or required to prove
compliance with the Contract Documents.
2. The CONTRACfOR shall furnish labor, fuel, energy, water and all other materials, equipment
and instruments necessary for all acceptance tests, at no additional cost to the OWNER. The
Furnishing Supplier shall assist in the final field tests as applicable.
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H. Failure of Tests
1. Any defects in the materials and equipment or their failure to meet the tests, guarantees or
requirements of the Contract Documents shall be promptly corrected by the CONTRACfOR by
replacements or otherwise. The decision of the ENGINEER as to whether or not the
CONTRACfOR has fulfilled his obligations under the Contract shall be final and conclusive. If
the CONTRACTOR fails to make these corrections or if the improved materials and equipment,
when tested, shall again fail to meet the guarantees or specified requirements, the OWNER,
notwithstanding its partial payment for work, and materials and equipment, may reject the
materials and equipment and may order the CONTRACTOR to remove them from the site at his
own expense.
2. In case the OWNER rejects any materials and equipment, then the CONTRACTOR shall replace
the rejected materials and equipment within a reasonable time. If he fails to do so, the OWNER
may, after the expiration of a period of thirty (30) calendar days after giving him notice in
writing, proceed to replace such rejected materials and equipment, and the cost thereof shall be
deducted from any compensation due or which may become due the CONTRACTOR under his
Contract
I. Final Inspection
1. During such fInal inspections, the work shall be clean and free from water. In no case will the
final estimate be prepared until the CONTRACTOR has complied with all requirements set forth
and the ENGINEER has made his final inspection of the entire work and is satisfied that the
entire work is properly and satisfactorily constructed in accordance with the requirements of the
Contract Documents.
1.06 TEMPORARY STRUCTURES
A. Responsibility for Temporary Structures
1. In accepting the Contract, the CONTRACfOR assumes full responsibility for the sufficiency
and safety of all temporary structures or work and for any damage which may result from their
failure or their improper construction, maintenance or operation and will indemnify and save
harmless the OWNER and ENGINEER, ENGINEER's Consultants from all claims, suits or
actions and damages or costs of every description arising by reason of failure to comply with the
above provisions.
1.07 SAFETY
A. Accident Prevention
1. Precautions shall be exercised at all times for the protection of person and property. The safety
provisions of applicable laws, building and construction codes shall be observed. The
CONTRACTOR shall comply with the U.S. Department of Labor Safety and Health
Regulations for construction promulgated under the Occupational Safety and Health Act of 1970
(PL 91-596), and under Section 107 of the contract Work Hours and Safety Standards Act
'~ (PL-54), except where state and local safety standards exceed the federal requirements and
except where state safety standards have been approved by the Secretary of Labor in accordance
with provisions of the Occupational Safety and Health Act, shall be complied with.
B. First Aid
1. The CONTRACfOR shall keep upon the site, at each location where work is in progress, a
completely equipped fIrst aid kit and shall provide ready access thereto at all times when people
are employed on the work.
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c. OWNERS Risk Management
1. The OWNERS Risk Management shall review the CONTRACfOR' s safety provisions prior to
starting of the project.
1.08 LINES AND GRADES
A. Grade
1. All work under this Contract shall be constructed in accordance with the lines and grades shown
on the Plans, or as given by the ENGINEER. The full responsibility for keeping alignment and
grade shall rest upon the CONTRACfOR.
B. Surveys .
1. The CONTRACfOR shall furnish and maintain, at his own expense, stakes and other such
materials, and give such assistance, including qualified helpers, as may be required by the
ENGINEER for setting reference marks.
C. Safeguarding Marks
1. CONTRACfOR shall safeguard all points, stakes, grade marks, monwnents, property comers
and bench marks as specified in Section 01050.
D. DatumPlane
1. The plans were prepared from and elevations are referenced from:
a. Collier County, Florida Water-Sewer District, Regional Water Treatment Plant
Expansion, dated November 1986.
b. Collier County, Florida Water - Sewer District Regional Water Treatment Plant
Construction, dated June 1981.
c. Collier County, Florida SCRWTP Reverse Osmosis Facility Expansion, dated March
2000.
1.09 ADJACENT STRUCTIJRES AND LANDSCAPING
A. Responsibility
1. The CONTRACfOR shall also be entirely responsible and liable for all damage or injury as a
result of his operations to all other adjacent public and private property, structures of any kind
and appurtenances thereto met with during the progress of the work. The cost of protection,
replacement in their original locations and conditions or payment of damages for injuries to such
adjacent public and private property and structures affected by the work, whether or not shown
on the Plans, and the removal, relocation and reconstruction of such items called for on the Plans
or specified shall be included in the various Contract Items and no separate payments will be
made therefor. Where such public and private property, structures of any kind and appurte-
nances thereto are not shown on the Plans and when, in the opinion to avoid interference with the
work, payment therefor will be made as provided for in the General Conditions.
2. CONTRACfOR is expressly advised that the protection of buildings, structures, tunnels, tanks,
'l pipelines, etc. and related work adjacent and in the vicinity of his operations, wherever they may
be, is solely his responsibility. Conditional inspection of buildings or structures in the immediate
vicinity of the project which may reasonably be expected to be affected by the Work shall be
performed by and be the responsibility of the CONTRACTOR.
3. CONTRACfOR shall, before starting operations, make an examination of the interior and
exterior of the adjacent structures, buildings, facilities, etc., and record by notes, measurements,
photographs, videotapes, etc., conditions which might be aggravated by open excavation and
construction. Repairs or replacement of all conditions disturbed by the construction shall be
made to the satisfaction of the OWNER and ENGINEER. This does not preclude conforming to
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the requirements of the insurance underwriters. Copies of surveys, photographs, reports, etc.,
shall be given to the ENGINEER.
4. Prior to the beginning of any excavations the CONTRACfOR shall advise the ENGINEER of
all buildings or structures on which he intends to perform work or which performance of the
project work will affect.
B. Protection of Trees
1. All trees and shrubs shall be adequately protected during construction by erecting approved
barricades to prevent unnecessary damage to trunk and roots during construction by the
CONTRACfOR in accordance with ordinances governing the protection of trees. No excavated
materials shall be places so as to injure such trees or shrubs. Trees or shrubs destroyed by
negligence of the ~ONTRACfOR or his employees shall be replaced by him with new stock of
similar size and age, at the proper season and at the sole expense of the CONTRACfOR.
2. Beneath trees or other surface structures, where possible, pipelines may be built in short tunnels,
backfilled with excavated materials, except as otherwise specified, or the trees or structures
carefully supported and protected from damage.
3. The OWNER may order the CONTRACfOR, for the convenience of the OWNER, to remove
trees along the line or trench excavation. If so ordered the OWNER will obtain any permits
required for removal of trees. Such tree removal ordered shall be paid for under the appropriate
Contract Items.
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C. Tree Removal and Replacement
1. As required by Collier County, Tree Protection and Vegetative Maintenance Standards, a permit
is required to remove any native tree or palm greater than 2-inch diameter, measured 4.5 feet
above the ground. The CONTRACfOR shall obtain any necessary tree removal permit(s), shall
furnish and replace trees as required, and shall perform this work in a manner conforming to all
applicable provisions of said regulations or permit.
.;)
The cost of tree removal and obtaining the tree removal permits shall be included in the cost of
the appropriate associated Contract Pay Item under which the Work is to be performed. The
CONTRACfOR shall remove trees as required and approved by the ENGINEER whether or not
said trees are shown on the Plans. Trees that have to be removed, except for Australian pine,
Brazilian pepper, punk, and other exempt species, shall be replaced as directed. Replacement
trees shall be of native species, at least 8 feet tall, and at least 3-inch caliper diameter.
D. Lawn Areas
1. Plant site areas shall be left in as good condition as before the starting of the work. Where sod is
to be removed, it shall be carefully removed, and later replaced, or the area where sod has been
removed shall be restored with new sod.
E. Restoration of Fences
1. Any fence, or part thereof, that is damaged or removed during the course of the Work shall be
replaced or repaired by the CONTRACfOR and shall be left in as good a condition as before the
. 'l. starting of the work. The manner in which the fence is repaired or replaced and the materials
used in such work shall be subject to the approval of the ENGINEER. The cost of all labor,
materials, equipment, and work for the replacement or repair of any fence shall be deemed
included in the appropriate Contract Item or items, or if no specific Item is provided therefore, as
part of the overhead cost of the work, and no additional payment will be made therefore.
2. Fences must be put back up immediately, or provide a security guard at all times, while the fence
is open by the CONTRACfOR.
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1.10 PROTECfION OF WORK AND PUBLIC
A. Barriers and Lights
1. During the prosecution of the work, the CONlRACfOR shall put up and maintain at all times
such barriers and lights as will effectually prevent accidents. The CONTRACfOR shall provide
suitable barricades, red lights, "danger" or "caution" signs at all places where the work causes
obstructions or constitutes in any way a hazard to the plant personnel in accordance with state
and local requirements.
B. Smoke Prevention
1. The CONTRACfOR shall use hard coal, coke, oil or gas as fuel for equipment generating
steam. A strict co~liance with ordinances regulating the production and emission of smoke
will be required. No open fires will be permitted.
C. Noise
1. The CONTRACfOR shall eliminate noise to as great as extent as practicable at all times and
must comply with the OWNERS current noise ordinances. Air compressing plants shall be
equipped with silencers and the exhaust of all gasoline motors or other power equipment shall be
provided with mufflers. The CONTRACfOR shall strictly observe all local regulations and
ordinances covering noise control.
2. Except in the event of an emergency, work shall be done within the regular working hours
specified in the General and Supplementary Conditions. If the proper and efficient prosecution
of the work requires operations during the night, the written permission of the OWNER shall be
obtained before starting such items of the work.
D. Access to Public Services
1. Neither the materials excavated nor the materials or plant used in the construction of the work
shall be so placed as to prevent free access to all fire hydrants, valves or manholes.
E. Dust Prevention
1. The CONTRACfOR shall prevent dust nuisance from his operations or from traffic by keeping
the roads and/or construction areas sprinkled with water at all times.
1.11 CUTfING AND PATCHING
A. The CONTRACfOR shall do all cutting, fitting or patching of his portion of the work that may be
required to make the several parts thereof join and coordinate in a manner satisfactory to the
ENGINEER and in accordance with the Plans and Specifications. The work must be done by
competent workmen skilled in the trade required by the restoration.
1.12 CLEANING
A. During Construction
.~ 1. During construction of the work, the CONTRACfOR shall, at all times, keep the site of the
work and adjacent premises as free from material, debris and rubbish as is practicable and shall
remove the same from any portion of the site if, in the opinion of the ENGINEER, such material,
debris, or rubbish constitutes a nuisance or is objectionable.
2. The CONTRACfOR shall remove from the site all of his surplus materials and temporary
structures when no further need therefor develops.
3. The CONTRACfOR shall be responsible and liable for all spillage and incur all associated costs
including, but not limited to, costs related to repair and maintenance resulting from damages
thereof.
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B. Fmal Cleaning
1. At the conclusion of the work, all erection plant, tools, temporary structures and materials
belonging to the CONTRACI'OR shall be promptly taken away, and he shall remove and
promptly dispose of all water, dirt. rubbish or any other foreign substances.
2. The CONTRAcrOR shall thoroughly clean all equipment and materials installed by him and
shall deliver such materials and equipment undamaged in a bright. clean, polished and new
operating condition.
1.13 MISCELLANEOUS
A. Protection Against Siltation and Bank Erosion
1. The CONTRA~OR shall arrange his operations to minimize siltation and bank: erosion on
construction sites and on existing or proposed water courses and drainage ditches.
2. The CONTRACI'OR, at his own expense, shall remove any siltation deposits and correct any
erosion problems as directed by the ENGJNEER which results from his construction operations.
B. Protection of Wetland Areas
1. The CONTRACI'OR shall properly dispose of all surplus material, including soil, in accordance
with Local, State and Federal regulations. Under no circumstances shall surplus material be
disposed of in wetland areas as defined by the Florida Department of Environmental Regulation.
C. Existing Facilities
1. The work shall be so conducted to maintain existing facilities in operation insofar as is possible.
Requirements and schedules of operations for maintaining existing facilities in service during
construction shall be as described in these Specifications.
D. Use of Chemicals
1. All chemicals used during project construction or furnished for project operation, whether
herbicide, pesticide, disinfectant, polymer, reactant, or of other classification, must show
approval of either EP A or USDA. Use of all such chemicals and disposal of residues shall be in
strict conformance with instructions.
E. Cooperation with Other CONTRACI'ORS and Forces
1. During progress of work under this Contract, it may be necessary for other CONTRACTORS
and persons employed by the OWNER to work in or about the site. The OWNER reserves the
right to put such other CONTRACI'ORS to work and to afford such access to the site of the
work to be performed hereunder at such times as the OWNER deems proper. The
CONTRACI'OR shall not impede or interfere with the work of such other CONTRACI'ORS
engaged in or about the work and shall so arrange and conduct his work that such other
CONTRACI'ORS may complete their work at the earliest date possible.
F. Use of Plant Utilities
1. Water used in conjunction with this Project may be purchased from the Department of Public
Utilities in accordance with the Collier County Ordinances "Water Services Procedures and
Regulations".
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The CONTRACI'OR shall provide telephone and sanitary facilities for his employees. The
CONTRACI'OR may connect to existing plant electrical and water outlets, if not in use by the
OWNER, and if use of these utilities does not affect operation of the plant, if authorized by the
ENGINEER.
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1.14 SOIL BORING DATA
Soil boring data, including groundwater elevations or conditions, are available for bidder's inspection
at the office of Collier County Engineering Department and the office of CDM, 9311 College
Parkway, Suite 1, Fort Myers, Florida 33919. These data are presently only as information that is
available which indicates certain conditions found and is limited to the exact locations on the dates
indicated.
1.15 SOILS DENSITY TESTS
All soils used in backfill shall be compacted with suitable equipment in layers as specified.
Maximum density s~ be defined as the oven-dried density in pounds per cubic foot of the soil at
optimum moisture content as determined by the latest revision of AASlITO T180.
Prior to any backfill operation, a representative sample of the backfill material shall be taken by
certified personnel, and tested in a certified laboratory as approved by the ENGlNEER, to determine
the relationship between the moisture content and density of the material when compacted in
accordance with ASSlITO T 180.
When the densities and corresponding moisture contents for the sample material have been plotted as
specified, a curve shall be produced. The moisture content corresponding to the peak. of the curve
shall be termed the "optimum moisture content" of the sample under the above described
compaction.
At least one representative sample, as described above, shall be taken thereafter for every significant
observed change in soil characteristics or as ordered by the ENGINEER.
The maximum density of the representative sample as herein specified shall become the basis for
determining the in-place percentage of maximum density required in the Technical Specification for
the specific item of Work.
In-place density testing shall employ the use of nuclear equipment in accordance with the latest
revision of AASIITO 1'238 Method B, "Density of Soil and Soil-Aggregate in Place by Nuclear
Methods" .
In-place density shall be taken upon completion of each compaction layer or more often as ordered
by the ENGINEER.
1.16 PROJECf SIGN
No sign by the CONTRACfOR, any subcontractor, or any material supplier, will be allowed on the
Project site.
,-1.17 AS-BUILTS
A. General: The CONTRACfOR shall prepare and furnish to the ENGINEER one (1) set of marked-
up Contract Documents blueline prints showing as-built conditions, as specified in the General
Conditions and Section 01720 - Project Record Documents.
The drawings shall show the name, address, and phone number of the CONTRACfOR. Each
drawing shall be certified by a responsible representative of the CONTRACfOR and dated.
The as-built drawings shall incorporate addenda, change orders, work directive changes, and other
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changes to the original drawings to reflect the actual in-place installation of the work. The
CONTRACfOR shall record the required information on the as-built drawings as the worle
progresses. These as-built drawings shall show, among other pertinent items, the installed location
of the Contract worle, including, but not necessarily limited to, concrete work. equipment, piping,
electrical work. and miscellaneous facilities required by the Contract.
The as-built drawings shall conform as follows:
1. Recording
a. Label each drawing "AS-B~T DRAWING" in neat large printed letters near the title
block.
b. Record information concurrently with construction progress. Do not conceal any work until
required infonnation is recorded.
c. Contract Dra~ings; Legibly mark to record actual construction:
(1) Elevations of various structure elements in relation to grade.
(2) All underground piping with elevations and dimensions. Changes to piping location.
Horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface improvements. Actual installed pipe material, class,
etc.
(3) Location of internal utilities and appurtenances concealed in the construction,
referenced to visible and accessible features of the structure.
(4) Field changes of dimension and detail.
(5) Changes made by Field Order or by Change Order.
(6) Details not on the original Contract Drawings.
(7) Equipment and piping relocations.
2. Shop Drawings (after final review and approved in conformance with General Conditions,
"Shop Drawings and Samples Submissions").
a. Revise shop drawings returned "approved as noted". Submit nine (9) sets of record shop
drawings for each process equipment, piping, electrical system and instrumentation system.
b. Each drawing shall include the manufacturer, trade name, catalog number, and supplier of
each product and item of equipment actually installed.
3. Submittal
a. At Contract c1ose-out, deliver Record Documents to the ENGINEER for the OWNER's
permanent record within twenty (20) days upon completion of the Project and prior to
submittal offmal pay estimate.
b. Accompany submittal with transmittal letter in duplicate, containing:
(1) Date.
(2) Project title and number.
(3) CONTRACfOR's name and address.
(4) Title and number of each record Docwnent.
(5) Signature of CONTRACfOR or his authorized representative.
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B. Paving: The as-built drawings shall conform as follows:
1. The as-built drawings shall show all changes to the horizontal and vertical alignment in the plan,
profile, and cross sections. Drawings shall indicate type base, type curb, limits of new sidewalk,
, ~+ driveway replacement (including pavement materials used), and other physical items.
C. Electrical and Control Wiring: The as-built drawings shall conform as follows:
1. The as-built drawings shall include all changes to the original Contract Plans. The as-built
drawings shall also include the size, color, and number of wires and conduit. For projects where
this information is too voluminous to be contained on the blueline prints, the CONTRACfOR
shall prepare supplemental drawings, on same size sheets as the blueline prints, showing the
additional conduit runs, I-line diagrams, ladder diagrams, and other information. The wiring
schematic diagrams show termination location and wiring identification ate each point on the
ladder diagram
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D. Other: The as-built drawings shall reflect any differences from the original Contract Plans, in the
same level of detail and units of dimensions as the Plans. If additional drawings are needed to show
extra work done, the existing Contract Plans need extensive changes, the CONTRACfOR shall, at
no additional cost to the OWNER, prepare new drawings of the same dimensions as the original
Plans.
1.18 TEST PITS
A. These pits for the purpose of locating underground pipelines, electrical conduits, or structures in
advance of the construction shall be excavated and backfilled by the CONTRACfOR so as not to
create a hazardous area. Test pits shall be backfilled immediately after their purpose has been
satisfied and the surfaCe restored and maintained in a manner satisfactory to the ENGINEER.
1.19 MAINTENANCE OF FLOW
A. The CONTRACfOR shall at his own cost, provide for the flow of process sewers, drains, and water
courses interrupted during the progress of the Work, and shall immediately cart away and remove all
offensive matter. The entire procedure of maintaining existing flow shall be fully discussed with the
ENGINEER well in advance of the interruption of any flow.
B. The CONTRACfOR shall provide temporary electrical facilities as required during the time that
associated electrical equipment is being installed. At no time can the facilities be without full
operating power. CONTRACfOR shall coordinate with the OWNER and power company all
activities related to the proposed improvements and incoming electrical power system
1.20 CONNECfIONS TO EXISTING SYSTEMS
A. The CONTRACfOR shall perform all work necessary to locate, excavate and prepare for
connections to the terminus of the existing systems all as shown on the Drawings. The cost for this
Work and for the actual connection to the existing systems shall be included in the bid price for the
Project and shall not result in any additional cost to the OWNER.
1.21 EQUIPMENT DATA LIST
A. Obtain, prepare, ad submit a complete, detailed listing of equipment and motor data for all electrical
items furnished under this Contract. This listing shall be submitted, with the preliminary draft of
Operations and Maintenance Data Manuals, on Equipment Data Sheets. A sample "Equipment Data
Sheet" and related forms appear the end of the Technical Specifications section headed "Special
Project Procedures."
1.22 MAINTENANCE AND LUBRICATION SCHEDULES
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A. The CONTRACfOR's attention is directed to requirements relative to the submission of operating
and maintenance data for the mechanical equipment. For all mechanical and electrical equipment
furnished,the CONTRACfOR shall provide a list including the equipment, name, address, and
telephone number of the manufacturer's representative and service company so that service and/or
spare parts can be readily obtained.
1.23 HURRlCANFlEMERGENCY RESPONSE PREPARDNESS PLAN
A. Within 30 days of the date of Notice to Proceed, the CONTRACfOR shall submit to the
ENGINEER a Hurricane/Emergency Response Preparedness Plan. This plan shall also include
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storm drainage procedures necessary to protect equipment, personnel safety, proposed and existing
structures. The plan should outline the necessary measures which the CONTRACTOR proposes to
perform at no additional cost to the OWNER in case of a hurricane warning.
B. Tn the event of inclement weather, or whenever the ENGINEER so directs, the CONTRACTOR
shall, and shall cause subcontractors to: protect carefully the Work and materials against damage or
injury from the weather. If, in the opinion of the ENGINEER, any portion of Work or materials shall
have been damaged or destroyed by reason of failure on the part of the CONTRACTOR or
subcontractors to so protect the Work, such Work and materials shall be removed and replaced at the
expense of CONTRACTOR.
1.24 WATERTIGHTNESS
A. Special precautions shall be taken in the curing of concrete to reduce concrete cracking as called for
in the Specifications. Each water retaining structure (those which are intended to hold a liquid shall
be filled and tested for a minimum of twenty-four (24) hours for leaks by the CONfRACTOR with
clean water (potable water from plant distribution system) prior to surface coating or painting.
Procedure and manner in which any leaks are repaired must meet the approval of the ENGINEER.
All costs associated with the testing and repair of leaks shall be at the expense of the
CONTRACTOR.
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1.25 PIPE MARKING
A. Pipe marking is included in the Specifications under ''Painting'' but it shall be the CONTRACTOR's
responsibility to assist, as required by the ENGINEER, in identifying pipe contents, direction of
flow, and all else required for proper marking of pipe.
1.26 RELOCATIONS
The CONTRACTOR shall be responsible for the relocation of structures, including but not
limited to light poles, signs, sign poles, fences, piping, conduits and drains that interfere with the
positioning of the work as set out on the Plans. The cost of all such relocations shall be included
in the Bid.
1.27 PUMPING
A. The CONTRACTOR with his own equipment shall do all pumping necessary to prevent flotation
of any part of the structures during construction operations.
B. The CONTRACTOR shall, for the duration of the contract and with his own equipment, pump
out water and wastewater which may seep or leak into the excavations of structures. Galleries
and other operating areas shall be kept dry at all times. The extent of pumping required in the
tanks, and other non-operating areas will be determined by the ENGINEER.
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1.28 EXISTING PLANT OPERATING REQUIREMENTS
A. During construction of the new facilities and alterations to the existing facilities, the plant
operators will be responsible for maintaining treatment.
B. Tn view of the above requirement, the plant operating staff will be responsible for the operation
and maintenance of all existing facilities (i.e., tanks, buildings, etc.) until they are taken over by
the CONTRACTOR for deactivation, renovation, etc.
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C. In case the CONTRACfOR's operation disrupts the pumping or plant operating process, except
for such brief periods as expressly permitted and required, he shall at his own cost immediately
make all repairs and replacements and do all work necessary to restore the operating process to
the satisfaction of the ENGINEER. Such work shall progress continuously to completion on a
24-hour, 7-work-day week basis. The CONTRACTOR shall provide the services of emergency
repair crews on call 24 hours per day.
D. Plant personnel shall continue to operate the existing facilities until such time as the new facilities
is adequately completed so that treatment can be provided by these facilities. At such time as this
portion of work is completed and upon approval by the ENGINEER, the County shall commence
operation of the new facilities. The CONTRACTOR can then commence renovations or
abandonment of exist~ng facility as indicated on the Plans.
E. Temporary piping and valves shall be installed as required to handle flows during construction.
F. In order to provide adequate pumping and storage capabilities, the existing facilities shall be kept
in continuous operation during construction~ Partial shutdowns as approved in the sequence of
construction may be allowed. The timing and duration of such shutdowns however, shall be as
approved by the OWNER and shall be predicated upon plant operating requirements at that time.
When the CONTRACTOR desires a partial shutdown, he shall notify the OWNER a minimum of
five (5) working days in advance.
G. The CONTRACTOR shall submit a planned sequence of construction prior to the start of
construction. The planned sequence shall ensure that the existing facility remains operational to
the fullest extent possible during construction. Any necessary temporary utilities or facilities
required to maintain the plant in operation during construction, or to operate or test new facilities
until such time as pennanent utilities are installed, shall be provided at no additional cost to
OWNER.
H. Night work and/or work on Saturday or Sunday will be required when making connections to
existing pipes or structures, or during rehabilitation of existing facility. It will be the decision of
the OWNER if connections or modifications must be made other than during normal working
hours, and this will be accomplished at no additional cost to the OWNER.
1.29 DAILY REPORTS
The CONTRACTOR shall submit daily reports in accordance with Exhibit "IT' - Daily Reports,
As-Builts and Meetings, Article 8 of construction activities, including nonwork days. The report
shall include:
1. Manpower, number of men by craft.
2. Equipment on the Project.
3. Major deliveries with attached delivery tickets.
4. Activities worked with reference to the CPM schedule activity numbers.
'-,~ 5. New problems.
6. Other pertinent information.
1.30 DEWATERING OF EXISTING PROCESS UNITS
A. The CONTRACTOR's attention is directed to the Specifications, Section 01014 which defmes
the construction sequence/constraints for the Project.
B. The CONTRACTOR shall notify the OWNER fourteen (14) days prior to beginning work on the
existing facility including plant high service pumps, chlorination system, chemical feeders and
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storage tank facilities, pipes, manholes, and accessories, which are presently in operation. When
the OWNER has turned the facility and appurtenances over to the CONTRACTOR for
modifications, the CONTRACTOR, at his own expense, shall drain the entire contents of each
process unit, tank, pipelines, manholes, boxes, etc., and if approval of the OWNER and under the
OWNER's direction, through the existing piping at the project site, and dispose of it within the
process facilities site. The CONTRACfOR shall flush the drained facilities using the potable
water system. The CONTRACTOR shall submit a schedule to the OWNER when he plans to
drain any treatment unit.
C. If contents of proposed structures to be drained (Le., existing process pipes, valves, fittings, and
various pumping facilities) cannot be drained into the existing facilities for treatment or disposal,
the CONTRACTOR ~t his own expense shall remove the entire contents of each process unit,
tank, etc. and dispose of it off site, subject to the approval of the OWNER.
1.31 PERMITS
Upon notice of award, the CONTRACTOR shall immediately apply for all applicable licenses
and permits not previously obtained by the OWNER to do the work and shall comply with all
laws, regulations and codes required from the appropriate State of Florida governmental agency
or agencies or by the OWNER. No work shall commence until all applicable permits have been
obtained by the CONTRACTOR and copies delivered to the ENGINEER. The costs for
obtaining all permits shall be borne by the CONTRACTOR. The permit fee schedule for general
construction, grounds improvement, electrical, mechanical, gas works and others are on file at the
OWNER's Building Department.
OWNER's permits required for this work, but not limited to, include:
· Demolition
· Structures, Tanks, etc.
· Electrical
· Mechanical
· Tree Removal
· Others by OWNER's requirements
· Dewatering Permit
· Right-of-Way Use Permit
· Maintenance of Traffic Plans
1.32 WARRANTIES
Warranties shall be in conformance with the General Conditions article headed "Warranty" and
Section 01740.
A. Requirements Included:
1. Compile specified warranties and bonds, as specified herein.
'>~ 2. Co-execute submittals when so specified.
3. Review submittals to verify compliance with Contract Documents.
4. Submit to the ENGINEER for review and transmittal to the OWNER.
B. Submittal Requirements
1. Assemble warranties, bonds and service and maintenance contracts, executed by each of the
respective manufacturers, suppliers, and subcontractors.
2. Number of original signed copies required. Two (2) each.
3. Table of Contents. Neat typed in orderly sequence. Provide complete information for each
item:
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a. Product or work item.
b. Finn, with name of principal, address and telephone number.
c. Scope.
d. Date of beginning warranty. bond or service and maintenance contract.
e. Duration of warranty. bond or service maintenance contract.
f. Provide information for OWNER's personnel:
(1) Proper procedure in case of failure.
(2) Instances which might affect the validity of warranty.
g. CONTRACTOR. name or responsible principal. address and telephone number.
4. For all major pieces of equipment. submit a warranty from the equipment manufacturer. The
manufacturer's warranty period shall be concurrent with the CONTRACTOR's for one (1)
year. unless otherwise specified, commencing at the time of final acceptance by OWNER.
5. The CONTRACfOR shall be responsible for obtaining certificates for equipment warranty
for all major equipment which has a 1 lIP motor or larger or which lists for more than $1.000.
The ENGINEER reserves the right to request warranties not classified as major. The
CONTRACTOR shall still warrant equipment not considered to be "major" in the
CONTRACTOR' s one-year warranty period even though certificates of warranty may not be
required.
6. In the event that the equipment manufacturer or supplier is unwilling to provide a one-year
warranty commencing at the time of OWNER acceptance, the CONTRACTOR shall obtain
from the manufacturer a two (2) year warranty commencing at the time of equipment is
accepted by the ENGINEER or OWNER. The two-year warranty from the manufacturer
shall not relieve the CON1RACTOR of the one-year warranty starting at the time of [mal
OWNER acceptance of the equipment.
C. Form of Submittals
1. Prepare in duplicate packets.
2. Format:
a. Size 8-l/2-inches by II-inches. punch sheets for standard 3 post binder. Fold larger
sheets to fit into binders.
b. Cover: Identify each packet with typed or printed title "WARRANTIES:' List:
(1) Title of Project
(2) Name of CON1RACTOR
3. Binders: Commercial quality. three-post binder, with durable and cleanable plastic covers
and maximum post width of 2 inches.
PART 2 - PRODUCfS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECfION
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SECTION 01010
SUMMARY OF WORK
PART 1 - GENERAL
1.01 LOCATION OF WORK
A. All of the work of this Contract is located at the South County Regional Water Treatment Plant
on property owned by Collier County, Florida, in the areas as shown on the Drawings.
1.02 WORK TO BE DONE
A. The Work to be done is generally described as follows:
1. Improvements to the High Service Pump Stations
2. Improvements to the Chemical Feed Building
3. Improvements to the Chlorine Scale System
4. Improvements in the Odor Control and Chemical Storage Area
B. The OWNER has elected to pre-purchase equipment for pre-sale tax savings on some of the
following equipment and the CONTRACI'OR and the Equipment Pump Supplier shall install the
specified equipment and accessories in the respective locations as shown on the plans and in
accordance with these Specifications and Construction Documents.
PRE-PURCHASED EQUIPMENT
OWNER FURNISHED ITEMS:
1. Three (3) New 3,250 gpm Vertical Turbine High Service Pumps and Electric Motors installed
by Pump Supplier.
2. Three (3) New Variable Frequency Drive Units for High Service Pump Control. The Pump
Equipment Supplier shall coordinate the VFD drives with pumps and motors and unit
responsibility, and for the CONTRACTOR to install and the COUNTY to pre-purchase in
accordance with th~ specifications.
3. Three (3) New 16" Slanting Disc Flanged Check Valves (SDCVs) with Top Buffers, Three
(3) New Flanged 16" Butterfly Valves (BFVs), Air Relief Valves, Pipe Supports, Spool Pipe
Connector Pieces and Accessories as required to connect to the High Service Pump Common
Discharge Pipeline. Header and all equipment in item #3 to be installed by Pump Supplier.
4. Three (3) New Flanged 20" BFVs to Replace Existing 20" BFVs on the 20" Common Pump
Discharge Header to be installed by CONTRACTOR.
5. One (1) New 6" BFV to Replace the Existing 6" BFV in the existing 6" Pipeline for the Filter
Surface Wash System by Pump Supplier.
6. One (1) 6" Mud Valve to be installed by CONTRACTOR in tl:te existing Chemical Piping
Trench in the Odor Control and Chemical Storage Area.
< -~
CONTRACTORS FURNISHED ITEMS:
1. Four (4) New Exhaust Fans and Four (4) New Gravity Louvers to be Installed in the
Chemical Feeder Building.
2. New WetIDry Polymer Feed System in Chemical Feeder Building.
3. New Doors and Accessories in Chemical Feeder Building.
4. One (1) new seven (7) one (1) Ton Cylinder Beam Scale in CWorine Room.
5. Three (3) Submersible Sump Pumps and Controls for Odor Control and Storage Area.
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6. Piping, Valves, Fittings and accessories as required to place project into operation.
7. Miscellaneous Electrical and Instrumentation equipment and accessories as required.
B. The CONTRACTOR shall furnish all labor, materials, equipment, tools, services and incidentals
necessary for proper execution, testing to complete all work required by these Specifications and
as shown on the Drawings to construct the Modifications and Upgrades to the Chemical Feed
Building, Odor Control and Storage Area and High Service Pump Improvements and supporting
appurtenances.
;.
C. The CONTRACTOR shall perform the work complete, in place, and ready for continuous
service, and shall include repairs, testing, permits, cleanup, replacements and restoration required
as a result of damage~ caused during this construction. The work shall include all civil,
mechanical, structural, architectural, electrical, instrumentation, painting, demolition,
miscellaneous modifications, maintenance of flow, and accessories.
D. All materials, equipment, skills, tools and labor which is reasonably and properly inferable and
necessary for the proper completion of the work in a substantial manner and in compliance with
the requirements stated or implied by these Specifications or Drawings shall be furnished and
installed by the CONTRACTOR without additional compensation, whether specifically indicated
in the Contract Drawings or not.
E. The CONTRACTOR shall comply with all municipal, county, state, federal, and other codes that
are applicable to the proposed construction work including the OWNER's "Utility Standards
Manual and Ordinances".
1.03 GENERAL DESCRIPTION OF CONTRACT
A. The following list of structures and equipment is presented solely to convey a general description
of the principal elements to be provided under this contract, but not limited to:
1. High Service Pump Station Improvements
a. Removal, salvage and package by the Pump Supplier of three (3) existing vertical turbine
high service Pumps Nos. 1, 2 and 3, from the existing pump cans in the pwnp room
including piping, valves, fittings and accessories.
b. Removal, salvage and package by the CONTRACTOR of three (3) existing Pump Nos. 1,
2 and 3 starters and accessories from the existing Electrical Room.
c. Three (3) new vertical turbine high service pumps and accessories (for Pump Nos. 1,2
and 3), furnished by the COUNTY and installed under this contract by the Pump Supplier
in the existing cans for Pump Nos. 1,2 and 3 in the pump room, including modifications
to the existing pump can support mounting baseplate assembly, ultrasonic (UT)
inspection of each of the pump cans in accordance with the applicable parameters
described in Section 11214, Article 2.03 (I), as to acceptable condition and take
photographs documenting the condition with a letter type report on can condition, and if
in acceptable condition as approved by ENGINEER and OWNER, sand blast can and
accessories, and apply a NSF certified coating of the existing pump cans and new column
pipes. The COUNTY shall pay for any other modifications to the cans.
d. Install Three (3) new variable frequency drives furnished by COUNTY and installed by
CONTRACTOR complete with electrical system and instrumentation modifications and
accessories for high service pump control and operations for Pump Nos. 1,2, and 3.
e. Installation under this contract by the Pump Suppler for the removal of each existing high
service pump discharge pipe, valves, fittings, ARVs, pipe supports, and replace with a
new 16" diameter slanting disc check valve (SDCVs) and isolation 16" BFV furnished by
COUNTY complete with piping, couplings, steel common header modifications, pipe
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supports, air relief valve facilities and miscellaneous appurtenances required to connect to
the modified steel common discharge header.
f. Modification to the existing discharge header for Pump Nos. 1,2 and 3 and installation of
one (1) 6-inch diameter BFV under this contract by the Pump Supplier.
g. Replace existing 20" flanged butterfly valves (BFVs), piping, coupling and accessories
on the plants 20" common discharge header and install three (3) new 20" flange BFV's
furnished by COUNTY and installed by CONTRACTOR, complete with new piping,
couplings, testing, disinfection, maintenance-of-flow, and appurtenances. This
replacement operation to be completed in approximately 4-6 hours of a time when plant
is at a low production rate and when storage tanks are full.
h. The Pump Supplier shall remove Pumps Nos. 4, 5 and 6, inspect condition of existing
pump cans and pwnp discharge column pipes and pump discharge headers, conduct
ultrasonic (UT) inspection of the pump can in accordance with the applicable parameters
described in Section 11214, Article 2.03(1), and take photographs documenting the
condition to submit with a letter type report on can condition, and if in acceptable
condition as approved by ENGINEER and OWNER, sandblast can and accessories, and
apply a NSF certified coating to the existing vertical turbine Pump Nos. 4, 5 and 6, and
repair or replace impellers upon inspection. The Pump Supplier shall also megger motors
in confonnance with Section 16150, Article 3.2 (Tests and Checks), reinstall, test,
disinfect and place back into operation. Any other modifications or repairs to be paid for
by COUNTY.
2. Chlorine Cylinder Scale Modifications by CONTRACTOR
a. Remove, salvage, package and transport to the North Collier County Regional Water
Treatment Plant one (1) existing four (4) one (1) ton cylinder beam scale located in the
existing Chlorine Building.
b. Remove and relocate the existing six (6) one (1) ton cylinder beam scale to the location in
the cWorine room fonnally occupied the four (4) one (1) tone cylinder beam scale.
c. Furnish and install one (1) new seven (7) one (1) ton cylinder beam scale in the existing
chlorine room complete with accessories, tested and ready for operation.
d. After all equipment is installed, the OWNER to furnish and connect all process piping,
valves, fittings and accessories to the new and relocated scale system.
3. Chemical Feed Building Upgrades and Modifications by CONTRACTOR.
a. Furnish and install four (4) new wall exhaust fans and four (4) new gravity louvers
complete with accessories.
b. Furnish and install new polymer feed system.
c. Remove existing hexametaphosphate and polymer feed system.
d. Relocate existing sodium silicofluoride feed system to location of former
hexametaphosphate feed system.
e. Remove and replace all doors.
f. Paint interior ceiling and walls.
g. Install new floor covering.
4. Odor Control Area hnprovement by CONTRACTOR
a. Construct a reinforced concrete retaining curb around the perimeter of the Odor Control
and Chemical Storage Area complete with wet wells, sump pumps and electrical facilities
and controls.
b. Relocation of existing electrical grounding system wiring.
5. Other Work by CONTRACTOR
a. Miscellaneous Work, Painting, Restoration, Site Oeanup, etc. as required.
b. Prepare Structure(s), Pipes, Pumps and Process Equipment for Testing and Facilities
Disinfection.
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c. Provide Maintenance of Flow, Temporary Piping, Valves and Pumps, if required, to
Handle All Flows during the Renovation of Existing Processes and Installation of the
New Structures, Equipment and Connection to the New Facilities.
d. Provide O&M Manuals for Training of Maintc;rnance and Plant Operations Personnel
Prior to Substantial Completion.
e. MobilizationlDemobilization, Insurances, Permits and Bonds.
f. Record/As-Built Drawings.
;)
B. All work shall be done as described in the Contract Documents and as shown on the plans,
complete, tested and ready for operation.
1.04 SUBSTANTIAL COMPLETION
A. The work, or any separable parts thereof, identified herein shall be deemed Substantially
Completed at such time that all incidental requirements necessary to enable the OWNER to
continuously and successfully utilize the work or separable part thereof, for the purposes of which
it is intended are completed.
- ;i
B. Substantial Completion will require the CONTRACfOR to have met the requirements
established for the Plant Improvements at the South Collier County Regional Water Treatment
Plant Facilities.
C. The following work must be accomplished, complete, tested and fully operational by the
Substantial Completion date as specified in COUNTY Exhibit "H" - General Terms and
Conditions, Article 20 - Completion and Sections 5 and 6 - Construction Agreement.
1. All of the items as specified in Article 1.03(A) above except Item No. 5(a) as required to
place facilities into operation (i.e., painting, partial restoration, site clean-up, etc.) and Item
5(e) (Demobilization) and Item 5(t) (Record/As-Build Drawings).
1.05 FINAL COMPLETION
A. Final completion shaH include all remaining work as specified in Article 1.03(A), punch list
items, record/as-built drawings and demobilization at the South County Regional Water
Treatment Plant Project Site as specified.
B. The ENGINEER shall conduct two (2) final inspections at the facilities. The initial final
inspection will include all work after meeting the requirements for Substantial Completion, the
second final inspection shall be conducted after completion of all phases of the completed work
efforts by the CONTRACTOR and acceptance by the OWNER at the project site.
1.06 EXISTING PLANT OPERA TrONS
A. All work to be done under this Contract shall be done with minimum interference to the existing
utility service operation. The CONTRACfOR shall coordinate his work with the OWNER such
that the plant operations and maintenance personnel are not disrupted to the maximum extent
possible.
c.
B. The CONTRACfOR shall notify the OWNER and ENGINEER fourteen (14) days prior to the
date and process or plant treatment system or pump station operation is to be interrupted,
bypassed or removed from service.
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C. Construct work in stages to accommodate the OWNER's use of the premise during the
construction period; coordinate the construction schedule and operations with the OWNER's
representative.
D. The CONTRACTOR must maintain operations of the existing Water Treatment Plant Operation
and system during construction.
1.07 CONSTRUCTION AREAS
A. CONTRACTOR shall limit his use of the construction areas for Work and for storage, and allow
for:
1. Work by other CONTRACTORS,
2. OWNER use.
3. Public use.
B. Coordinate use of work site under direction of OWNER.
C. Assume full responsibility for the protection and safe-keeping of Products under this Contract,
stored on the site.
D. Move and store Products, under CONTRACTOR's control, which interfere with operations of the
OWNER or separate CONTRACTOR.
E. Obtain and pay for the use of additional storage or work areas needed for operations.
1.08 P ARTlAL OWNER OCCUPANCY
The CONTRACTOR shall schedule his operations for completion of portions of the Work, as
designated, for the OWNER's occupancy prior to Substantial Completion of the entire Work.
1.09 OWNER OCCUPANCY
A. OWNER shall have full access to and use of all existing utilities during the entire period for
construction for the conducting of his normal operations. Cooperate with OWNER's
Representative in all construction operations to minimize conflict, and to facilitate OWNER
usage.
B. CONTRACTOR shall at all times conduct his operations as to insure the least inconvenience to
the plant operating personnel.
1.10 PRE-CONSTRUCTION CONFERENCE
After the execution of the Agreement a joint meeting shall be held with representatives of the
CONTRACTOR and major subcontractors, the ENGINEER, the OWNER, and other invited
parties or government agencies which may be affected by or have jurisdiction over the Project.
The meeting is intended to introduce the various key personnel from each organization and
discuss the Contract Documents, the start of construction, order of work, labor and legal
requirements, insurance requirements, names of major subcontractors, method of payment, shop
drawing requirements, protection of existing facilities and other pertinent items associated with
the Project. The CONTRACTOR shall bring to this conference six (6) copies of a proposed work
schedule.
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PART 3 - EXECUTION (NOT USED)
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END OF SECfION
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SECTION 01014
CONSTRUCTION SEQUENCE
PART 1 - GENERAL
1.01 SITE CONDITIONS
A. Several areas of construction under this Contract must be coordinated with the plant operating
personnel at the Collier County South County Regional Water Treatment Plant and
accomplished in a logical order to maintain the process flow through the plant at.all times, unless
otherwise approved' in advance by OWNER, and to allow construction to be completed within
the time allowed by Contract Documents. CONTRACTOR and Pump Supplier shall also
coordinate their activities with the other CONTRACTORS, if any, to allow orderly and timely
completion of all the work.
B. The South County Regional WTP (Lime Softening) is currently operating at approximately 12.0
mgd average daily flow (ADF) and Peak Flow (PF) capacity of 16.0 mgd.
C. CONTRACTOR and Pump Supplier are required to arrange with the OWNER for equipment
and material storage site(s) including location of field office(s) and plant personnel access and
parking area(s) prior to commencing work at the Water Treatment Plant.
D. When access through construction areas must be disrupted, CONTRACTOR shall provide
alternate acceptable access for operation personnel or other CONTRACTORS.
E. CONTRACfOR and Pump Supplier are required to coordinate his activities in the interface or
common areas with other CONTRACfORS and the operation personnel.
F. Various interconnections within the plant site will depend on the closure of various valves.
Many of these valves are old, may be difficult to operate, and may not seal properly.
CONTRACTOR and Pump Supplier shall coordinate with the plant operation personnel prior to
attempting any such closure and shall provide any corrective measures or temporary facilities
necessary to attain the shut-off needed to perform the work at no additional cost to the OWNER
and without interrupting the plant operation.
G. Various interconnections within the plant site may require temporary partial power shutdown.
CONTRACTOR will make every effort necessary to minimize the shutdown time and will
coordinate with the ENGINEER, plant operating personnel, and/or utility authorities at least five
(5) days working days prior to attempting any such power shutdown. Furthermore,
CONTRACTOR will provide any corrective measure or temporary facilities necessary to
perform the work at no additional cost to the OWNER and without interrupting the plant
operation.
H. Within the Schedule developed in accordance with the General Conditions and Section 01310 of
the Contract Documents, the CONTRACTOR and Pump Supplier shall identify all periods of
time during which existing facilities shall be taken out of service, either temporarily or
permanently. CONTRACfOR and Pump Supplier shall notify the ENGINEER and OWNER a
minimum offourteen (14) calendar days in advance.
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1. Scheduled shutdowns will be made in those instances when it is necessary to shut off process
flow or power to a structure or connection to a pipeline in order to perform the necessary work.
Prior to any shutdown, all materials and facilities shall be on hand, and any preparatory work
necessary shall have been accomplished before any shutdowns will be allowed.
j;
J. The CONTRACTOR shall maintain the submittal drawing(s), equipment delivery schedules and
time frames of the equipment suppliers to complete this project in the allocated time as
stipulated in the Agreement.
K. Where water is required in large quantity for preoperational testing or other use,
CONTRACTOR and Pump Supplier shall purchase it from the COUNTY. The
CONTRACTOR and Pump Supplier shall pay all fees and water usage charges. The plant water
or water distribution system, if requested promptly by CONTRACTOR, may be available for
limited use at the OWNER's discretion.
L. During startup testing, CONTRACTOR and Pump Supplier shall make available the staffmg,
labor, equipment, chemicals, and manufacturer's representatives required to make any necessary
adjustments and training and shall be in conformance with Section 01625 - Plant Start-Up. If
additional testing or training is required, there shall be no additional cost to the OWNER..
1.02 GENERAL CONSTRUCTION CONSTRAINTS
A. CONlRACTOR and Pump Supplier must not interfere with the operation of the South Regional
WTP Facilities or adjacent facilities during construction of the improvements. Available
treatment capacity and storage cannot be assumed to be sufficient to satisfy system demand for
other than brief (less than 4 to 6 hour) periods. This section lists constraints that
CONlRACTOR or Pump Supplier should consider in developing the overall plan of
construction. This list of constraints is not intended to release CONTRACTOR from
responsibility to coordinate the Work in any manner that will ensure project completion within
the time allowed. A suggested construction sequence within each major area of Work, where
necessary, is included in Article 1.04 of this Section.
B. The CONlRACTOR shall be responsible for coordinating the work in any manner that will
ensure project completion within the time allowed.
~
C. The OWNER may require CONTRACTOR or Pump Supplier to perform facility shutdown
work during non-regular working days and hours at no additional cost to the OWNER.
D. Within thirty (30) days after the Notice to Proceed and prior to the submittal of shop or layout
drawings for pipe connecting to existing pipe, the CONTRACTOR shall expose (test pit) all the
connecting points and confIrm depth, exact location, type of pipe materials, and joints, and
gather any other necessary information so as to avoid subsequent delays in project completion or
additional cost to the OWNER. Any unforeseen conditions at the connecting points shall be
brought to OWNER's and ENGINEER's attention in writing within 30 days after Notice to
Proceed..
E. Controlled chemical feed systems (i.e., new polymer facilities, hexametaphosate and sodium
silicofluoride systems, existing line system, etc.) shall be maintained at all times unless
specifically authorized by the OWNER and ENGINEER and only during a short duration facility
shutdown.
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F. Vertical Turbine High Service Pump Station Improvements:
1. The CONTRACfOR and Pump Supplier shall replace or modify only one (l) High Service
Pump. VFD. controls, electrical, instrumentation. piping. valves. fitting and accessories at a
time. unless approved or directed by ENGINEER or OWNER in accordance with Article
1.04 - Construction Constraints.
2. The CONTRACTOR and Pump Supplier shall commence pump modifications in
chronological order starting with the following, but subject to change based on existing
pump Can modifications:
Start Sequence
Pump No.
151
2nd-
3rd
4th
5th
6th
2
1
3
4
5
6
3. The replacement and/or modification to the High Service Pump Station. VFDs, electrical,
instrumentation. piping modifications and appurtenances shall be performed during the
months of June through November 2005 unless otherwise directed by the ENGINEER or
OWNER.
G. CONTRACTOR and Pump Supplier shall be aware that there may be other CONTRACTORS
on site undertaking other work. The CONTRACfOR(s) shall be expected to cooperate fully in
the coordination of the Work with all other on site CONTRACTORS so as not to cause delays or
additional costs to the OWNER.
H. A General Description of the Contract principal elements for the modifications and upgrade to
the Chemical Feed Building, Chlorination Facilities, Odor Control and Chemical Storage Area.
High Service Pumps, Instrumentation, Electrical, Sitework, etc. improvements consist of
constructing the facilities and supporting structures, equipment and accessories as described. but
not limited to. in Section 01 0 10. Article 1.03. Items of Pre-Purchase by OWNER and items
furnished by CONTRACfOR are generally described in Section 01010, Article 1.02.
1. Patents and Licenses
1. The CONTRACTOR shall be responsible for all patents or licenses that exist on the
equipment that may be provided.
2. The CONTRACfOR and equipment manufacturer shall assume all costs of patent fees or
licenses for the equipment or process; and shall safeguard and save harmless the
OWNERlENGINEER from all damages. judgments, claims and expenses arising from
license fees, or claimed infringement of any letters, patent or patent rights. or fees for the use
of any equipment or process structural feature or arrangement of any of the component parts
of the installation; and the price bid shall be deemed to include payment of all such patent
fees. licenses or other costs pertaining thereto.
J. Equipment Testing Using Electrical and Vibration Analysis
After all the equipment has been installed and the new high service pumping facilities are ready
to be placed into operation, and the facility has been certified for complete installation and ready
for operation by the equipment manufacturer(s). the OWNER or its designated representative
shall retain the services of a qualified mechanical testing firm to analyze the installed electrical
and mechanical equipment for additional vibration. alignment. allowable tolerances, oil analysis,
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infrared analysis (thermography), electrical testing, etc., for compliance with the manufacturer's
recommendations applicable industry standards and these specifications. These services shall be
paid for separately by the OWNER, and all work found to be defective or requiring modification
or adjustment shall be corrected by the CONTRACTOR at no expense to the OWNER and shall
include for additional retesting as required. The results of these tests shall be reported in writing
to the ENGINEER.
~j'
1.03 CONSTRUCTION SEQUENCE
A. Within 10 days after the effective date of the Agreement, submit to the ENGINEER, along with
the Schedule of Values (Section 01370), COUNfY Exhibit "D", a Construction Sequence
Schedule. This schedule shall provide a listing of major construction items, demolition work,
new structures, new electrical systems, new equipment, and rehabilitation of electrical, I&C
upgrades and the sequencing of these items of work so as to impact the operation of the WTP
and/or existing pump station and adjacent facilities to the minimum extent possible. This
schedule shall reflect the construction constraints and construction sequence requirements of this
section.
. J
1.04 CONSTRUCTION CONSTRAINTS
The folloWing is a list of constraints that CONfRACTOR must incorporate in developing his
overall plan of construction. This list is not intended to release CONTRACTOR from the
responsibility to coordinate the work in any manner that will ensure project completion within
the time allowed. No additional payment will be made for modifications to this construction
sequence or other work, as required to maintain plant operations and complete the construction
within the specific contract time. The following areas are not necessarily listed in their required
sequence of construction. The following construction units are to be constructed and tested with
minimum interruption of the operation of the existing treatment facilities.
1. Remove existing 20" flanged butterfly valves (BFVs), piping, coupling and accessories on
the plants exterior 20" common discharge headers and install three (3) new 20" flange
BFV's furnished by COUNfY and installed by CONfRACTOR, complete with new
piping, couplings, testing, disinfection, maintenance-of-flow, and appurtenances. This
replacement operation to be completed in approximately 4-6 hours of a time when plant is at
a low production rate and when storage tanks are full and shall be in accordance with
applicable parameters as described in Section 01010, Article 1.03(A)(1g).
2. Pump Supplier in conjunction with OWNERS Plant Operators shall close the existing 24"
BFV pump can inlet and 16" pump discharge BFV's on the suction and discharge header
pipelines for Pump No.2 only.
3. Pump Supplier shall remove existing vertical turbine Pump NO.2 and accessories and
inspect pump can in accordance with the applicable parameters described in Section 11214,
Article 2.03(1), as to acceptable condition, modify existing can support mounting baseplate
assembly, take photographs documenting the can condition to submit with a letter type
report. and if in acceptable condition as approved by ENGINEER and OWNER, sandblast
can and accessories, and apply a NSF certified coating to the existing pump can and new
column pipe, test and disinfect in accordance with the applicable parameters as described in
Section 01010, Articles 1.03(A)(1a & lc). This leaves Pump No.1 and No.3 in service
along with Pump Nos. 4, 5 and 6.
4. Concurrent with the removal of Pump No.2 by the Pump Supplier, the CONTRACTOR
shall remove all of its associated electrical components and begin the installation of the new
switchgear, VFD, electrical wiring, controls. instrumentation and accessories in accordance
with the applicable parameters as described in Section 01010, Articles 1.03(A)(lb & Id).
5. Pump Supplier shall remove from Pump No.2 all existing high service discharge 10" and
16" pipes, 10" check valve, fittin~s. ARV's, pipe supports and appurtenances. Install Pump
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No.2 with a new 16" slanting disc check valve complete with 16" steel piping, couplings,
pipe supports, ARV and accessories to connect to the closed existing 16" BFV in
accordance with the applicable parameters as described in Section 01010, Article (A)(la &
Ie). Connect the necessary electrical, controls, instrumentation to Pump No.2, test,
disinfect and open the existing 16" BFV at the 20" common header and the existing pump
can inlet 24" BFV and place Pump No.2 into operation.
6. CONTRACTOR and Pump Supplier shall perform the same applicable functions for Pump
Nos. 1 and 3 as described for Articles 2, 3, 4 and 5 above. Pump No.2 is now operating in
parallel with Pump Nos. 4, 5 and 6.
7. Pump Supplier in conjunction with OWNERS Plant Operators shall close the new 20"
BFV's on the 20" discharge common header servicing Pump Nos. 1,2 and 3 and modify as
required the existing 20" steel common discharge header for connections to Pump Nos. 1,2
and 3 and instailation of one (1) new 6" BFV on filter service wash pipeline, remove the
three (3) existing two (2) 12" BFV's and one (1) 16" BFV and replace with three (3) new
isolation 16" pump discharge 16" BFV's for Pump Nos. 1,2 and 3 in accordance with
applicable parameters as described in Section 01010, Article 1.03 (A)(le & If).
8. Pump Nos. 4, 5 and 6 are operating and serving the system.
9. After testing jointly by CONTRACfOR and Pump Supplier, disinfect and open 20" BFV's
on 20" common discharge header, place into operation Pump Nos. 1,2 and 3.
10. Pump Supplier in conjunction with OWNERS Plant Operators shall close the existing 24"
can inlet and 16" pump discharge BFV' s on each common header pipeline for Pump Nos. 4,
5 and 6.
11. Pump Supplier shall remove existing vertical turbine Pump No.4 and inspect condition of
the existing can and pump discharge column pipe and pump discharge header in accordance
with the applicable parameters described in Section 11214, Article 2.03(1), take photographs
documenting the can condition to submit with a letter type report, and if in acceptable
condition as approved by ENGINEER and OWNER. sandblast can and accessories, and
apply a NSF certified coating to existing Pump No.4 and repair or replace impellers upon
inspection. The Pump Supplier shall also megger motors in conformance with Section
16150, Article 3.2 (Tests and Checks), reinstall, test. disinfects and place back into
operation in accordance with the applicable parameters as described in Section 01010,
Article 1.03(A)(lh).
12. Pump Supplier shall perform the same applicable functions for Pump Nos. 5 and 6 as
described above for Article 11. Pump Nos. 1, 2 and 3 are in operation while modifications
are being performed for Pump Nos. 4, 5 and 6.
13. After all modifications, training, testing, disinfection have been performed by the Pump
Supplier and CONTRACfOR and approved by ENGINEER, OWNER and respective
govemmentational entities having jurisdiction over the project, place Pump Nos. 1.2,3,4,5
and 6 into operation.
14. CONTRACfOR shall remove existing four (4) one (1) ton cylinder beam scale, salvage,
package and transport to North County Regional Water Treatment Plant. Relocate existing
six (6) one (1) ton cylinder scale to the location in the chlorine room formally occupied by
the four (4) one (1) ton cylinder beam scale. Furnish and install one (1) new seven (7) one
(1) ton cylinder beam scale in the existing chlorine room complete with all accessories,
tested and ready for operation in accordance with applicable parameters as described in
Section 01010. Article 1.03(2).
15. CONTRACfOR to perform all work items in the Chemical Feeder Building as described in
Section 01010, Article 1.03(3).
16. CONTRACfOR to perform all work items for the Odor Control and Chemical Storage Area
as described in Section 01010, Article 1.03(4).
17. Other work items required by CONTRACTOR as described in Section 01010, Article
1.03A(5a, 5b, 5c):
a. Miscellaneous Work, Painting. Restoration, Site Cleanup, etc. as required.
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b. Prepare Structure(s), Pipes, Pumps and Process Equipment for Testing and Facilities
Disinfection.
c. Provide Maintenance of Flow, Temporary Piping, Valves and Pumps, if required, to
Handle All Flows during the Renovation of Existing Processes and Installation of the
New Structures, Equipment and Connection to the New Facilities.
"
B. Existing Plant Process Coordination
During the course of this work, OWNER personnel will be operating the existing Water
Treatment Plant Facilities. CONTRACTOR is advised of the coordination required to install the
new structures, equipment and appurtenances or modifications, electrical, instrumentation,
controls, and process maintenance of flow modifications at the facilities. The CONTRACTOR
shall coordinate and plan all work under this contract with COUNTY operating and maintenance
personnel and shall not disrupt any operations at these existing facilities without advance notice
and an approved schedule of events.
C. Location of Existing Utilities
'- j
...
Prior to commencing work at the plant site, the CONTRACTOR shall locate and expose the
existing electrical conduits, including other existing utilities, process piping, chemical lines, etc.,
located in the areas of the proposed improvements.
1.05 SUBSTANTIAL COMPLETION
A. To satisfy the definition of Substantial Completion, the above described work in Article 1.04
shall be complete, field pre-operational and startup tested, training completed, and fully
operational by the Substantial Completion date subject to the OWNER and ENGINEER's
approval as described in Section 01010, Article 1.04. Certificate of Substantial Completion
form attached at the end of this Section shall be completed and submitted by CONTRACTOR.
1.06 FINAL COMPLETION
A. The last stage of construction shall be fmal completion of construction and shall include the fmal
remaining items following Final Inspections subject to the ENGINEER's approval and as
described in Section 01010, Article 1.05.
1. Punchlist correction of Final Inspection deficiencies
2. Restoration
3. Site Cleaning (Section 01710)
4. Demobilization
1.07 EXISTING BELOW AND ABOVE GRADE FACILITIES
A. The Contract Documents may contain limited data relative to existing utility installations and
structures above and below the ground surface due to lack of accurate records of these
installations. These data shown are not guaranteed as to their completeness or accuracy. It is
responsibility of the CONTRACTOR to make his own additional investigations in a timely
fashion to inform himself fully of the character, condition and extent of all such installations and
structures as may be encountered and as may affect the construction operations and schedule to
avoid construction time delays and additional costs to the OWNER.
B. Before the commencement of any construction activities and prior to any demolition,
CONTRACTOR shall undertake field investigations in the following areas to identify and locate
existing underground utilities and structures.
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C. The CONTRACTOR shall protect all utility installations and structures from damage during the
work. Access across any buried public utility installation or structure shall be made only in such
locations and by means approved by the ENGINEER. The CONTRACfOR shall so arrange his
operations as to avoid any damage to these facilities. All required protective devices and
construction shall be provided by the CONTRACfOR at his expense. All existing utilities
damaged by the CONTRACTOR that are shown on the Plans or have been IQcated in the field
by CONTRACfOR's field investigation shall be repaired by the CONTRACTOR, at his
expense, as directed by the ENGINEER. No separate payment shall be made for such protection
or repairs to utility installations or structures.
D. Utility installations or structures owned or controlled by the OWNER or other governmental
body which are shown on the Plans to be removed, relocated, replaced or rebuilt by the
CONfRACTOR shall be considered as a part of the general cost of doing the work and shall be
included in the prices bid for the various contract items. No separate payment shall be made
therefore.
E. The CONTRACfOR and Pump Supplier shall, at all times in performance of the work, employ
approved methods and exercise reasonable care and skill so as to avoid unnecessary delay,
injury, damage or destruction of utility installations and structures; and shall, at all times in the
performance of the work, avoid unnecessary interference with, or interruption of, public utility
services, and shall cooperate fully with the OWNERS thereof to that end.
F. The CONTRACfOR shall maintain current and accurate Record Drawings of the Work of any
existing below and above grade facility not shown on the Drawings within the project site area.
These Record Drawings shall be maintained current in accordance with Section 01720.
1.08 NOTIFICATION OF WORK ON EXISTING FACILITIES
A. Before commencing work of any of the existing structures or equipment, the CONIRACfOR
and/or Pump Supplier is advised to schedule the work with the OWNER 14 calendar days in
advance. The CONTRACTOR shall notify the OWNERlENGINEER, in writing, at least seven
(7) calendar days in advance of the date he proposed to commence such work.
B. In case the CONTRACfOR's or Pump Supplier's operation disrupts the plant's high service
pump station, storage or treatment process, except for such brief periods as expressly permitted
and required, he shall at his own cost immediately make all repairs and replacements and do all
work necessary to restore the plant to operation to the satisfaction of the ENGINEER. Such
work shall progress continuously to completion on a 24-hour, 7 -workday week basis. The
CONTRACTOR shall provide the services of emergency repair crews on call 24 hours per day.
C. In order to provide adequate service, the existing treatment and pumping facilities shall be kept
in continuous operation during construction. Partial shutdowns as approved in the sequence of
construction may be allowed. The timing and duration of such shutdown, however, shall be as
approved by the OWNER and shall be predicated upon plant operating requirements at that
time. When the CONTRACTOR desires a partial shutdown, he shall notify the
OWNERlENGINEER a minimum of five (5) working days in advance.
D. Night work and/or work on Saturday or Sunday may be required when making connections to
existing pipes, or structures, or during rehabilitation of existing facilities. It shall be the decision
of the OWNER if connections or modifications must be made other than during normal working
hours, and this will be accomplished at no additional cost to the OWNER.
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1.09 OWNER OCCUPANCY AND OPERATION OF COMPLETED FACILITIES
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A. It is assumed that portions of the work will be completed prior to completion of the entire work.
Upon completion of construction in each individual facility, including testing, if the OWNER, at
its sole discretion, desires to accept the individual facility, the CONTRACTOR shall be issued a
dated certificate of completion and acceptance for each individual facility. The OWNER shall
assume Ownership and begin operation of the individual facility on that date and the one-year
guaranty period shall commence on that date. The OWNER has the option of not accepting any
individual completed facility, but accepting the entire work as a whole when it is completed and
tested.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
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CERTIFICATE OF SUBSTANTIAL COMPLETION
BID NO.
PROJECf
CONfRACfOR
CONfRACTFOR
Project or Specified Part Shall Include:
DEFINITION OF SUBSTANTIAL COMPLETION
The date of Substantial Completion of a Project or specified part of a Project is the date when the
construction is sufficiently completed, in accordance with the Contract Documents, so that the Project or
specified part of the Project can be utilized for the purpose for which it was intended.
TO Collier County
AND TO
(CONTRACTOR)
DATE OF SUBSTANTIAL COMPIETION
The work performed under this Contract has been inspected by authorized representatives of Collier
County and the CONTRACTOR, and the Project or specified part of the Project is hereby declared to be
substantially completed on the above date.
The tentative list of items to be completed or corrected is appended hereto. This list may not be
exhaustive, and failure to include an item on it does not alter the responsibility of the CONTRACfOR to
complete all the work in accordance with the Contract Documents. These items shall be completed by the
CONTRACfOR within _ days of Substantial Completion.
The date of Substantial completion is the date upon which all guarantees and warranties begin, except as
noted below.
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The responsibilities between the OWNER and CONTRACfOR for maintenance shall be as set forth
below.
COLLIER COUNTY
DATE
The CONTRACfOR accepts the Certificate of Substantial Completion and agrees to complete and correct
the items on the tentative list within the time indicated.
CONTRACTOR
Authorized Representative
Date
RESPONSffiILITIES:
OWNER:
CONTRACTOR:
EXCEPTIONS AS TO GUARANTEES AND WARRANTIES:
ENCLOSURES (Identify & Attach):
END OF SECTION
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SECTION 01030
SPECIAL PROJECT PROCEDURES
PART 1 - GENERAL
1.01 WORKMANSHIP, MATERIAL AND EQUIPMENT
A. When a particular product is specified or called for, it is intended and shall be understood that
the proposal tendered by the CONTRACTOR included those products in his bid. Should the
CONTRACTOR desire equal to those specified, the CONTRACTOR shall furnish information
as described in the General Conditions. The alternate product or products submitted by the
CONTRACTOR shall meet the requirements of the specifications and shall, in all respects, be
equal to the products specified by name herein.
B. All apparatus, mechanism, equipment, machinery and manufactured articles for incorporation
into the Work shall be the new and unused standard products of recognized reputable
manufacturers.
C. All equipment, machinery, parts and assemblies thereof, entering into the work shall be tested as
specified. Unless waived in writing by the ENGINEER, all field and operating tests shall be
made in the presence of the ENGINEER or his authorized representative. When such a waiver
is issued, sworn statement in duplicate of the tests made and the results thereof shall be
furnished to the ENGINEER by the CONTRACTOR or manufacturer. Costs of all tests and
trials specified hereto, other than laboratory tests, and with the exception of the ENGINEER's
expenses shall be borne by the CONTRACTOR and shall be included in the Contract price.
D. All workmanship and materials shall be of the highest quality. The equipment shall be the
product of manufacturers who are experienced and skilled in the field with an established record
of research and development. No equipment will be considered unless the manufacturer has
designed and manufactured equipment of comparable type and size for at least five (5) years.
E. CONTRACTOR must provide his own disposal of excavation that he removes from the site.
1.02 OPEN EXCAVATIONS
. -l
A. All open excavations shall be adequately safeguarded by providing temporary barricades,
caution signs, lights and other means to prevent accidents to persons, and damage to property.
The CONTRACTOR shall, at his own expense, provide suitable and safe bridges and other
crossings for accommodating travel by OWNER's personnel, pedestrians and workmen. Bridges
provided for access to private property during construction shall be removed when no longer
required. The length of open trench will be controlled by the particular surrounding conditions,
but shall always be confmed to limits which minimize interference with plant operating
personnel and does not endanger existing facilities. If the excavation becomes a hazard, or if it
excessively restricts traffic, construction procedures such as limiting the length of open trench,
prohibiting stacking excavated material in the street, and requiring that the trench shall not
remain open overnight, shall be required.
B. The CONTRACTOR shall take precautions to prevent injury to the public due to open trenches.
All trenches, excavated material, equipment. or other obstacles which could be dangerous to the
public shall be well lighted at night (i.e., recreations facilities, ball diamonds, etc.).
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1.03 EXISTING UNDERGROUND PIPING, STRUCTURES, AND UTILITIES
A. The attention of the CONTRACTOR is drawn to the fact that during excavation, the possibility
exists of the CONTRACTOR encountering various water, gas, telephone, electrical, storm
sewers, or other utility lines not shown on the Drawings. The CONTRACTOR shall exercise
extreme care before and during excavation to locate and flag these lines so as to avoid damage to
the existing lines. Should damage occur to an existing line, the CONTRACTOR shall repair the
line at no cost to the OWNER.
....: JJ
B. It is the responsibility of the CONTRACTOR to ensure that all utility or other poles, the stability
of which may be endangered by the close proximity of excavation, are temporarily stayed in
position while work proceeds in the vicinity of the pole and that utility or other companies
concerned be given reasonable advance notice of any such excavation by the CONTRACTOR.
C. The locations are shown without express or implied representation, assurance, or guarantee that
they are complete or correct or that they represent a true picture of underground piping to be
encountered.
D. The existing piping and utilities that interfere with new construction shall be rerouted as shown.
specified, or required. Before any piping and utilities not shown on the Drawings are disturbed,
the CONTRACTOR shall notify the ENGINEER of the location of the pipeline or utility and
shall reroute or relocate the pipeline or utility as directed.
E. The CONTRACTOR shall exercise care in any excavation to locate all existing piping and
utilities. All utilities which do not interfere with complete work shall be carefully protected
against damage. Any existing utilities damaged in any way by the CONTRACTOR shall be
restored or replaced by the CONTRACTOR at his expense as approved by the ENGINEER.
F. It is intended that wherever existing utilities such as water. gas, telephone, electrical, or other
service lines must be crossed, deflection of the pipe within recommended limits and cover shall
be used to satisfactorily clear the obstruction unless otherwise indicated on the Drawings.
However, when in the opinion of the OWNER or ENGINEER this procedure is not feasible, he
may direct the use of fittings for a utility crossing as detailed on the Drawings. The
CONTRACTOR shall verify utility crossings with test pits prior to construction as approved by
the ENGINEER.
G. The CONTRACTOR shall notify utility companies at least 48 hours, excluding Saturdays.
Sundays, and legal holidays, prior to excavation. Utility companies shall be contacted by calling
the Utility Notification Center "Sunshine" at 1-800-432-4770.
'"'
+
H. In all cases where existing utility lines may be interfered with by the Work. the CONTRACfOR
shall give a minimum of 48 hours notice to the OWNERS of such utilities to permit them to
relocate the lines prior to construction. Existing utilities have been shown on the Plans insofar
as information is reasonably available. However. it will be the CONTRACTOR's responsibility
to preserve all existing utilities whether shown on the Plans or not.
1.04 SERVICES OF MANUFACTURERS' FIELD SERVICE TECHNICIAN
A. Bid prices for equipment furnished under Divisions 11, 13, 15 and 16 shall include the cost of a
competent field service technician of the manufacturers of all equipment to supervise the
installation. adjustment. and testing of the equipment and to instruct the OWNER's operating
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personnel on operation and maintenance. All instruction sessions shall be digital videotaped by
the CONTRACfOR and submitted to the OWNER with the fmal O&M manuals. The approved
manufacturer's operation and maintenance data as specified in Section 01730 shall be delivered
to the ENGINEER prior to instructing the OWNER's personnel. This supervision may be
divided into two or more time periods as required by the installation program or as approved by
the ENGINEER.
B. After installation of the equipment has been completed and the equipment is presumably ready
for operation, but before it is operated by others, the manufacturer's field service technician shall
inspect, operate, test, and adjust the equipment. The inspection shall include at least the
following points where applicable:
1. Soundness (without cracked or otherwise damaged parts).
2. Completeness in all details, as specified and required.
3. Correctness of setting, alignment, and relative arrangement of various parts.
4. Adequacy and correctness of packing, sealing, and lubricants. Service technician shall
especially check all oil levels for possible water accumulation due to prolonged storage prior
to or after installation.
5. Calibration and adjustment of all related instrumentation and controls.
6. Energize equipment.
7. Deficiency correction.
8. Demonstration of compliance with applicable performance specification.
C. The operation, testing, and adjustment shall be as required to prove that the equipment has been
left in proper condition for satisfactory operation under the conditions specified.
D. Upon completion of this work, the manufacturer's field service technician shall submit to the
ENGINEER in triplicate. a complete, signed report of the results of his inspection, operation,
adjustments, and tests. The report shall include detailed descriptions of the points inspected,
tests and adjustments made, quantitative results obtained if such are specified, and suggestions
for precautions to be taken to ensure proper maintenance.
1.-;'
.
E. Each equipment manufacturer shall provide instruction to the OWNER's operating and
maintenance personnel. Training shall not be performed until the requirements of paragraphs B,
C, and D above have been fully satisfied and any specified performance testing completed.
Training shall be provided for the number of days specified in each equipment section of these
specifications. Training shall be provided on an 8-hour per day basis. Partial days [less than
eight (8) full working hours] shall not be credited toward the specified duration. Training shall
not be concurrent with on-going testing, debugging or installation activities; but shall be a
separate activity devoted exclusively to the instruction of the OWNER's personnel in the
operation and maintenance of the manufacturer's equipment. Training shall be performed by
qualified representatives of each equipment manufacturer specifically skilled in providing
instruction to operations and maintenance personnel. Training shall provide an overview of
operations and maintenance requirements and shall include as a minimum, but not be limited to:
1. Description of unit and component parts.
2. Operating capabilities and performance criteria.
3. Operating procedures.
4. Maintenance procedures.
5. Servicing and lubrication schedules.
6. Troubleshooting.
7. Electrical, instrumentation and control requirements and interface. The operating and
maintenance data to be provided in accordance with specification Section 01730 shall be
used as a basis for training.
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F. A certificate from the manufacturer stating that the installation of the equipment is satisfactory,
that the unit has been satisfactorily tested, is ready for operation, and that the operating and
maintenance personnel have been suitably instructed in the operation, lubrication, and care of
the unit shall be submitted before start-up and acceptance by the OWNER. The certificate shall
indicate date and time instruction was given and names of operating and maintenance personnel
in attendance. This certification shall be submitted on the certification sheet, a sample of which
is at the end of this section.
,..
-_:..
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G. See the detailed specifications for additional requirements for furnishing the services of the
manufacturer's field service technician.
H. For equipment furnished under Divisions other than 11, 12, 13, 14, 15 and 16, the
CONTRACTOR, unless otherwise specified, shall furnish the services of accredited field
services technicians of the manufacturer only when some evident malfunction or over-heating
makes such services necessary in the opinion of the ENGINEER.
.:
1.05 OPERATING AND MAINTENANCE DATA
A. Operating and maintenance data for each piece of equipment furnished under Divisions 11, 12,
13,14, 15 and 16 shall be delivered directly to the ENGINEER for approval within 60 days of
shop drawing approval. No payment shall be made for equipment installed or stored on-site
until the ENGINEER has approved the adequacy and completeness of operating and
maintenance data. Data shall be prepared and submitted in full conformance with Section 01730
of these specifications. Final approved copies of operating and maintenance data shall have
been delivered to the ENGINEER a minimum of ten (10) days prior to scheduling the instruction
period with the OWNER.
:.;.
1.06 EQUIPMENT DATA LIST
A. Obtain, prepare in electronic format, and submit a complete, detailed listing of equipment and
motor data for all electrical and maintenance and lubrication schedules for the mechanical
equipment items furnished under this Contract in accordance with Section 01730 of these
specifications. This listing shall be submitted with the preliminary draft of Operations and
Maintenance Data Manuals on Equipment Data Sheets, a sample of which are given from
01030-14 to 01030-19.
.,i
1.07 SPARE PARTS
1---,
.
A. Spare parts for certain equipment provided under Divisions 11, 13, 15, and 16 have been
specified in the pertinent sections of the Specifications. The CONTRACTOR shall collect and
store all spare parts as required by the manufacturer in accordance with the General Conditions.
In addition, the CONTRACTOR shall furnish to the ENGINEER an electronic inventory listing
all spare parts, the equipment they are associated with, the name and address of the supplier, and
the delivered cost of each item. Copies of actual invoices for each item shall be furnished with
the inventory to substantiate the delivered cost. The CONTRACTOR shall deliver the spare
parts to the ENGINEER ten (10) days prior to facility start-up.
_ "'1
B. All spare parts shall be furnished in containers clearly identified in indelible markings as to
contents. Each container shall be packed for prolonged storage.
..;
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1.08 DISTRIBUfION SYSTEMS AND SERVICES
A. The CONTRACTOR shall interrupt water, telephone, Cable TV, sewer, gas, or other related
utility services and disrupt the normal functioning of the system as little as possible. He shall
notify the ENGINEER well in advance of any requirement for dewatering, isolating. or relocat-
ing a section of a utility. so that the CONTRACTOR can make all necessary arrangements with
the appropriate agency.
B. If it appears that utility service will be interrupted for an extended period, the ENGINEER may
order the CONTRACTOR. at the CONTRACTORS expense, to provide temporary service
lines. Inconvenience of the users shall be the minimum. consistent with the existing conditions.
The safety and integrity of the system is of prime importance in scheduling work.
1.09 PROTECTION OF CONSTRUCTION AND EQUIPMENT
A. All newly constructed work shall be carefully protected from injury in any way. No wheeling or
walking or placing of heavy loads on it shall be allowed and all portions injured shall be
reconstructed by the CONTRACTOR at his own expense.
B. All structures shall be protected in a manner approved by the ENGINEER. Should any of the
floors or other parts of the structures become heaved, cracked. or otherwise damaged, all such
damaged portions of the work shall be completely repaired and made good by the
CONTRACTOR at his own expense and to the satisfaction of the ENGINEER. If, in the [mal
inspection of the Work, any defects. faults, or omissions are found. the CONTRACTOR shall
cause the same to be repaired or removed and replaced by proper materials and workmanship
without extra compensation for the materials and labor required. Further. the CONTRACTOR
shall be fully responsible for the satisfactory maintenance and repair of the construction and
other work undertaken herein. for at least the guarantee period described in the Contract.
C. Further. the CONTRACTOR shall take all necessary precautions to prevent damage to any
structure due to water pressure during and after construction or tropical storms or hurricanes.
D. After the buildings or structures or specified modifications as described herein have been made
weathertight and ready for the installation of pumps. motors, piping. electrical, instrumentation.
and other equipment and the interior temperature shall not be allowed to drop below 50'1<. and
thereafter until the completion of the contract.
1.10 INSTALLATION OF EQUIPMENT
A. The CONTRACTOR shall prepare detailed shop drawings for foundations or supports required
for equipment furnished under this Contract. Details shall include location, size. reinforcement
elevation. anchor bolts. and grouting requirements to adapt and coordinate that item of
equipment with its auxiliary components (such as piping, ductwork. etc.).
I~
B. Prior to Setting Equipment:
1. Concrete foundations shall cure a minimum of 7 days.
2. Surfaces to receive grout shall be mechanically roughened to remove unsound concrete and
laitance.
C. Special care shall be taken to ensure proper alignment of all equipment with particular reference
to mechanical equipment such as pumps and electric drives. The units shall be carefully aligned
on their foundations by qualified millwrights after their sole plates have been shimmed to true
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alignment at the anchor bolts. The anchor bolts shall be set in place and the nuts tightened
against the shims. After the foundation alignments have been approved by the manufacturer, the
bedplates or wing feet of the equipment shall be securely bolted in place. The alignment of
equipment shall be further checked after securing to the foundations, and after confIrmation of
all alignments, the sole plates shall be finally grouted in place. The CONTRACTOR shall be
responsible for the exact alignment of equipment with associated piping, and under no
circumstances, will "pipe springing" be allowed.
D. Unless otherwise specifically prohibited by the manufacturer, equipment grout shall be 6,000 psi
nonshrink metallic grout such as Embeco 636, Embeco 713, or equal.
,E. All wedges, shims, fIlling pieces, keys, packing, red on white lead grout, or other materials
necessary to properly align, level, and secure apparatus in place shall be furnished by the
CONTRACTOR. All parts intended to be plumb or level must be proven exactly so. Any
grinding necessary to bring parts to proper bearing after erection shall be done at the expense of
the CONTRACTOR.
F. All equipment with moving parts such as coupled shafts, belts, and chains shall be provided with
appropriate guards or screens in accordance with OSHA.
1.11 INST ALLA nON LISTS
A. All manufacturers or equipment suppliers who propose to furnish equipment or products under
Divisions 11, 12, 13,14, 15 and 16 shall submit an installation list to the ENGINEER along
with the required Shop Drawings.
B. The installation list shall include all installation where identical equipment has been installed
and has been in operation for a period of at least one (1) year.
1.12 SLEEVES AND OPENlNGS
A. The CONTRACTOR shall provide all openings, channels, chases, etc., and install anchor bolts
and other items to be embedded in concrete, as required to complete the work under this
Contract, together with those required by subcontractors, and shall do all cutting and patching,
excepting cutting and patching of materials of a specified trade and as stated otherwise in the
following paragraph.
B. The CONTRACTOR shall coordinate with the subcontractors to provide all sleeves, inserts,
hangers, anchor bolts, mechanical seals, etc. of the proper size and material for the execution of
the work. The CONTRACTOR shall be responsible for any corrective cutting and refmishing
required to make the necessary openings, chases, etc. In no case shall beams, lintels or other
structural members be cut without the written approval of the ENGINEER.
I .....~
1.13 OBSTRUCTIONS
A. It is the responsibility of the CONTRACTOR to ensure that all utility or other poles, the stability
of which may be endangered by the proximity of excavation, are temporarily stayed in position
while work proceeds in the vicinity of the pole and that the utility or other companies concerned
be given reasonable advance notice of any such excavation by the CONTRACTOR.
'- ..:
"<"_-:i
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1.14 PROVISIONS FOR CONTROL OF EROSION
A. Sufficient precautions shall be taken during construction to minimize the run-off of polluting
substances such as silt, clay, fuels, oils, bitumens, calcium chloride, or other polluting materials
harmful to humans, fish, or other life, into the supplies and surface waters of the state. The
CONTRACTOR shall be responsible for prevention, control, and abatement of erosion, siltation,
and water pollution resulting from construction of the Project until [mal acceptance of the
Project.
B. All necessary provisions shall be taken to ensure compliance with the water quality standards of
the State of Florida. Attention is called to Chapter 17-3, Florida Administrative Code, and in
particular, the requirements that turbidity shall not exceed 25 NTUs above background level.
Adequate silt containment procedures and equipment shall be used to control turbidity, at no
additional cost to the OWNER.
1.15 ON-SITE STORAGE
A. The CONTRACfOR's attention is invited to special storage requirements and possible charges
for noncompliance of on-site storage requirements for materials and equipment as specified in
the General Conditions and Section 01600 - Material and Equipment, Article 1.06 - Storage
and Protection.
1.16 TEMPORARY STRUCTURES
A. Temporary Fences
If, during the course of the work, it is necessary to remove or disturb any fence or part thereof,
the CONTRACfOR shall provide a suitable temporary fence at his own expense, which shall be
maintained until the permanent fence is replaced. The ENGINEER shall be solely responsible
for the determination of the necessity for providing a temporary fence and the type of temporary
fence to be used.
B. Responsibility for Temporary Structures
In accepting the Contract, the CONfRACfOR assumes full responsibility for the sufficiency
and safety of all temporary structures or work and for any damage which may result from their
failure or their improper construction, maintenance or operation and will indemnify and save
harmless the OWNER from all claims, suits or actions and damages or costs of every
descriptions arising by reason of failure to comply with the above provisions.
1.17 INSPECfION AND TESTING
A. General
t-'"
.
The ENOINEER may require testing by certified personnel of certain materials to be
incorporated in the Work, such as: soils density, pavement, concrete pipe and appurtenances,
and welds.
In the event any such testing is required by the ENGINEER, a detailed description will be found
in these Technical Specifications concerned with the specific item of Work.
Inspection and testing of materials will be performed by the OWNER unless otherwise specified.
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,ot<<' .
For tests specified to be made by the CONlRACTOR, the testing personnel shall be from a
certified independent laboratory and make the necessary inspections and tests and the reports
thereof shall be in such form as will facilitate checking to determine compliance with the
Contract Documents. Six (6) copies ofthe reports shall be submitted and authoritative
certification thereof must be furnished to the ENGINEER as a prerequisite for the acceptance of
any material or equipment.
If, in the making of any test of any material or equipment, it is ascertained by the ENGINEER
that the material or equipment does not comply with the Contract, the CONTRACTOR will be
notified thereof and shall refrain from delivering said material or equipment, or remove it
promptly from the site or from the work and replace it with acceptable material, without cost to
the OWNER.
Tests of electrical and mechanical equipment and appliances shall be conducted in accordance
with recognized test codes of the ANSI, ASME, or the IEEE, except as may otherwise be stated
herein.
The CONTRACTOR shall be fully responsible for the proper operation of equipment during
tests and instruction periods and shall neither have nor make any claim for damage which may
occur to equipment prior to the time when the OWNER formally takes over the operation
thereof.
B. Costs
All inspection and testing of materials furnished under this Contract will be performed by the
CONTRACTOR or duly authorized inspection ENGINEERS or inspection bureaus without cost
to the OWNER, unless otherwise expressly specified.
The cost of shop and field tests of equipment and of certain other tests specifically called for in
the Contract Documents shall be borne by the CONTRACTOR and such costs shall be deemed
to be included in the Contract price.
Materials and equipment submitted by the CONTRACTOR as the equivalent to those
specifically named in the Contract may be tested by the OWNER for compliance. The
CONTRACTOR shall reimburse the OWNER for the expenditures incurred in making such
tests on materials and equipment which are rejected for non-compliance.
C. Inspection of Materials
, ,
.
The CONTRACTOR shall give notice in writing to the ENGINEER, sufficiently in advance of
his intention to commence the manufacture or preparation of materials especially manufactured
or prepared for use in or as part of the permanent construction. Such notice shall contain a
request for inspection, the date of commencement and the expected date of completion of the
manufacture or preparation of materials. Upon receipt of such notice, the ENGINEER will
arrange ~o have a representative present at such times during the manufacture as may be
necessary to inspect the materials or he will notify the CONTRACTOR that the inspection will
be made at a point other than the point of manufacture, or he will notify the CONTRACTOR
that inspection will be waived. The CONTRACTOR must comply with these provisions before
shipping any material. Such inspection shall not release the CONTRACTOR from the
responsibility for furnishing materials meeting the requirements of the Contract Documents.
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D. Certificate of Manufacture
When inspection is waived or when the ENGINEER so requires, the CONTRACTOR shall
furnish to him authoritative evidence in the form of Certificates of Manufacture that the
materials to be used in the work have been manufactured and tested in conformity with the
Contract Documents. Tbese certificates shall be notarized and shall include copies of the results
of physical tests and chemical analyses, where necessary, that have been made directly on the
product or on similar products of the manufacturer. The certificates shall be delivered to the
ENGINEER prior to shipment of the materials.
E. Shop Tests of Operating Equipment
Each piece of equipment for which pressure, duty, capacity, rating, efficiency, performance,
function or special requirements are specified shall be tested in the shop of the maker in a
manner which shall conclusively prove that its characteristics comply fully with the requirements
of the Contract Documents. No such equipment shall be shipped to the work until the
ENGINEER notifies the CONTRACTOR, in writing, that the results of such tests are
acceptable.
Six (6) copies of the manufacturer's actual test data and interpreted results thereof, accompanied
by a certificate of authenticity sworn to by a responsible official of the manufacturing company,
shall be forwarded to the ENGINEER for approval.
The cost of shop tests and of furnishing manufacturer's preliminary and shop test data of
operating equipment shall be borne by the CONTRACTOR.
1.18 CONSTRUCTION CONDITIONS, SURFACE AND SUBSURFACE INVESTIGATION
A. The CONTRACTOR shall strictly adhere to the specific requirements of the governmental
unit(s) or agency(ies) having jurisdiction over the work. Whenever there is a difference in the
requirements of a jurisdictional body and these Specifications, the more stringent shall apply.
B. All Work within streets and highways shall be subject to the regulations and requirements of the
appropriate agencies. Streets and highways are under the jurisdiction of the OWNER for this
Project. Methods and materials of construction used in restoration within such streets and
highways shall conform to the requirements, inspection, and approval of the duly authorized
representatives of the appropriate agency having jurisdiction. Restoration Work shall include:
removal and replacement of pavement, sidewalk. curb, and gutter; replacement of storm
sewerage facilities; excavation and backftlling; and storage of materials and equipment.
1-;'
C. The CONTRACTOR shall be responsible for having determined to his satisfaction, prior to the
submission of his bid, the nature and location of the work, the conformation of the ground, the
character and quality of the substrata, the types and quantity of materials to be encountered, the
nature of the groundwater conditions, the character of equipment and facilities needed
preliminary to and during the prosecution of the work, the general and local conditions and all
other matters which can in any way affect the work under this contract. The prices established
for the work to be done will reflect all costs pertaining to the work. Any claims for extras based
on substrata, groundwater table, seasonal surface water, and other such conditions will not be
allowed.
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1.19 PUBUC NUISANCE
A. The CONTRACTOR shall not create a public nuisance including but not limited to
encroachment on adjacent lands, flooding of adjacent lands, or excessive noise.
B. Maximum sound levels measured by the ENGINEER or County personnel are stipulated in the
General Conditions. Sound levels in excess of these values are sufficient cause to have the work
halted until equipment can be quieted to these levels. Work stoppage by the ENGINEER or
County for excessive noise shall not relieve the CONTRACTOR of the other portions of this
specification including, but not limited to contract time and contract price.
C. No extra charge may be made for time lost due to work stoppage resulting from the creation of a
public nuisance.
1.20 HAZARDOUS LOCATIONS, IF PROJECT APPUCABLE
A. The existing liquid processing structures, wetwells, sludge boxes, manholes and related areas are
hazardous locations, in that explosive concentrations of sewage gas may be present. The
CONTRACTOR is cautioned that the above areas, especially the wetwells, sludge boxes, may
be deficient in oxygen. Checks shall be made by the CONTRACTOR whenever personnel are
working in these areas to determine if adequate oxygen is available. CONTRACTOR shall
perform work in accordance with OSHA, state and local safety requirements.
B. The CONTRACTOR shall also instruct and caution his employees and the employees of his
subcontractors to avoid smoking while in the hazardous areas. Suitable prominent "No
Smoking" signs shan be located as necessary to protect the area.
1.21 SUSPENSION OF WORK DUE TO WEATIIER
A. No work shan be done when the weather is unfit for good and careful work to be performed.
Should the severity of the weather continue, the CONTRACTOR, upon the direction of the
ENGINEER shall suspend an work indefmitely. Work damaged during periods of suspension
due to inclement weather shall be repaired and/or replaced by the CONTRACTOR at no cost to
the County.
B. The OWNER and/or ENGINEER shall have the authority to suspend work whony or in Part. for
such period or periods as he may deem necessary due to unsuitable weather or such other similar
conditions considered unfavorable for the suitable prosecution of the work, or for such time as is
necessary due to the failure on the part of the CONTRACTOR to perform any or all provisions
of the Contract. If it should become necessary to suspend the work for an indefmite period, the
CONTRACTOR shall at his own cost, take every precaution to prevent damage or deterioration
of the work performed and provide suitable temporary structures where necessary.
, .,
1.22 SPECIAL REQUIREMENTS
A. The fonowing requirements shan govern:
1. No additional payment will be made for pumping or other difficulties encountered due to
groundwater or surface runoff water.
2. The CONTRACTOR shall, prior to interrupting a utility service (~ater, sewer, etc.) for the
purpose of making cut-ins to the existing lines or for any other purPoses, contact the
OWNER and make arrangements for the interruption which will be satisfactory to the
OWNER.
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3. All equipment delivered to the job site shall be properly protected from dirt, dust, dampness,
water and any other condition detrimental to the life of the equipment from the date of
delivery to the time that control of the equipment is assumed by the OWNER. If any
equipment is delivered to the job site before any building thereon is enclosed, it shall be
housed in a temporary, structurally rigid, watertight enclosure.
4. From investigations, including surveys made at the site, physical conditions are
approximately as indicated on the Drawings, but the nature of the materials below the
surface, the depth to satisfactory foundations, or the stability of beds or banks, are not
guaranteed
5. Certain information regarding the reputed presence, size, character and location of existing
underground structures, pipes and conduits has been shown on the Contract Drawings.
There is no certainty of the accuracy of this information, and the location of underground
structures shown may be inaccurate and other obstructions than those shown may be
encountered. The CONTRACTOR hereby distinctly agrees that the OWNER is not
responsible for the correctness or sufficiency of the information given; that in no event is
this information to be considered as a part of the Contract; that he shall have no claim for
delay or extra compensation on account of incorrectness of information regarding
obstructions either revealed or not revealed by the Drawings; and that he shall have no claim
for relief from any obligation or responsibility under this Contract in case the location, size,
or character of any pipe or other underground structure is not as indicated on the Drawings,
or in case any pipe or other underground structure is encountered that is not shown on the
Drawings.
1.23 RESPONSmILITY OF CONTRACTOR
A. The CONTRACTOR shall be responsible for the entire Work determined by the Drawings,
Specifications and Contract from the date of the starting of the Work until it is accepted as
evidence of approval of the Completion Certificate by the OWNER. He shall be responsible for
removals, renewals and replacements due to action of the elements and all other causes except as
otherwise provided in the Specifications. The CONTRACTOR shall keep the Contract under
his own control and it shall be his responsibility to see that the Work is properly supervised and
carried on faithfully and efficiently. The CONTRACTOR shall supervise the work personally or
shall have a competent, English speaking superintendent or representative, who shall be on the
site of the project at all working hours, and who shall be clothed with full authority by the
CONTRACTOR to direct the performance of the work and make arrangements for all necessary
materials, equipment and labor without delay.
B. Renewals or repairs necessitated because of defective materials or workmanship, or due to action
of the elements or other natural causes, including fire and flood, prior to the acceptance as
determined by the Completion Certificate, shall be done anew in accordance with the Contract
and Specifications at the expense of the CONTRACTOR.
, --l-24 COORDINATION OF WORK
A. Because of the nature of this Project, the CONTRACTOR should expect other construction to
occur in the vicinity of this project during the course of the Contract. In such instances, the
CONTRACTOR will be required to cooperate fully so as to eliminate or minimize the creation
of conflicts. Adjustments from time to time may be required in the CONTRACTOR's work
location and/or schedule provided a reasonable notice is given by the OWNER or ENGINEER.
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1.25 JURISDICfIONAL DISPlITES
A. It shall be the responsibility of the CONTRACfOR to pay all costs that may be required to
perform any of the work shown on the Drawings or specified herein in order to avoid any work
stoppages due to jurisdictional disputes. The basis for subletting work in question, if any, shall
conform with precedent agreements and decisions on record with the Building and Construction
Trades Department, AFL-CIO, dated June, 1973, including any amendments thereto.
1.26 GREASE FITTINGS
A. All equipment shall have easily accessible grease fittings wherever lubrication is required.
1.27 SALVAGE
A. Any existing equipment or material, including but not limited to, valves, pipes, fittings, grating,
couplings, etc., which is removed or replaced as a result of construction under this project may
be designated as salvage by the ENGINEER or OWNER and if so, shall be excavated, if
necessary and delivered, to the OWNER at a location directed by the OWNER, at the
CONTRACfOR's expense.
1.28 NOTIFICATION OF WORK ON EXISTING FACILITIES
A. Before commencing work on any of the existing structures or equipment, the CONTRACTOR
shall notify the OWNER/ENGINEER, in writing, at least 14 calendar days in advance of the
date he proposes to commence such work.
1.29 DEWATERING OF EXISTING PROCESS UNITS AND DISPOSAL OF RESIDUE
A. The CONTRACTOR's attention is directed to Section 01014 of the specifications which dermes
the construction sequence/constraints for this project.
B. The CONTRACfOR shall notify the OWNER fourteen (14) days prior to beginning work on
any existing process units which are in operation. When the County has turned the process unit
over to the CONTRACfOR for modifications, the CONTRACTOR, at his own expense, shall
remove the entire contents of each process unit, tank, etc. and dispose of it on or off site, subject
to the approval of the OWNER.
C. Drainage or disposal of process unit contents into another unit on site shall be allowed if
approved by the OWNER and only under the OWNER's directions in conformance with Section
01005, Article 1.30 - Dewatering of Existing Process Units.
1.30 COOPERATION WITHlN TIllS CON1RACf
A. All firms or persons authorized to perform any work under this Contract shall cooperate with the
GeneralCONTRACfOR and his subcontractors or trades, and shall assist in incorporating the
work of other trades where necessary or required.
B. Cutting and patching, drilling and fitting shall be carried out where required by the trade or
subcontractor having jurisdiction, unless otherwise indicated herein or directed by the
ENGINEER.
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1.31 CLEANUP
A. During the course of the work, the CONTRACTOR shall keep the site of his operations in as
clean and neat a condition as is possible. He shall dispose of all residue resulting from the
construction work and, at the conclusion of the work, he shall remove and haul away any surplus
excavation, broken pavement, lumber, equipment, temporary structures, and any other refuse
remaining from the construction operation, and shall leave the entire site of the work in a neat
and orderly condition.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
'i.
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SAMPLE
EQUIPMENT DATA SHEET
NAME
NOMENCLATURE
LOCATION
MANUFACTURER
MANUFACTURER'S LOCAL REPRESENTATIVE
ADDRESS
PHONE
EQUIPMENT DATA
Serial No.
Model No.
Size
Lubricant
If pump, complete the following:
rpm
gpm
TDH ft.
Impeller diam. in.
Material
Packing gland
Seal
MOTOR DATA
MANUFACTURER
Serial No.
Frame
Model No.
Type
Volts
Hertz
Phase
'l.
Amps
Amps
Horsepower
Motor rpm
Rating
Insulation class
Max. ambo
~
... ,j
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Service factor
Code letter
Shaft end bearing no.
DRIVE OR REDUCER DATA
MANUFACfURER
Serial No.
HP
RPM Out
Type
Lubricant
lOF ·
Max. temp. rise
NEMA design
Front bearing no.
COUPLING DATA
MANUFACfURER
Serial No.
Type
Model No.
RPMIn
Ratio
Bearings
I -~
6295-4135014116/2004
Model No.
01030-15
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10F ·
SAMPLE
EQUIPMENT MANUFACTURER'S CERTIFICATE OF INSTAILATION
TESTING AND INSTRUCTION
Client
Project
Contract No.
CDM No.
EQUIPMENT SPECIFICATION SECTION
EQUIPMENT DESCRIPTION
I
(Print name)
, Authorized representative of
(Print manufacturer's name)
hereby CERTIFY that
(Print equipment name and model w/serial no.)
installed for the subject project has (have) been installed in a satisfactory manner, has (have) been
satisfactorily tested, is (are) ready for operation, and that OWNER's assigned operating and maintenance
personnel have been suitably instructed in the operation, lubrication, and care of the unit(s) on Date
Time:
CERTIFIED BY: DATE:
(Signature of Manufacturer's Representative)
'~
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COUNTY'S ACKNOWLEDGMENT OF MANUFACTIJRER'S INSTRUCTION
-.
I (we) the undersigned, authorized representatives of the and/or
Plant Operating and Maintenance Personnel have received classroom and hands on instruction on the
operation, lubrication, and maintenance of the subject equipment and are prepared to assume normal
operational responsibility for the equipment:
NAME
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
f.--'~
WTP OR DEPT.
DATE
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SAMPLE
W ARRANI'Y FOR EQUIPMENT ITEM
LOCA nON OF PRornCf:
COUNTY:
PRornCf NUMBER:
EQUIPMENT ITEM:
SECfION NO. AND ITEM NO.:
SUPPLIER:
SUPPLIER'S ADDRESS:
SUPPLIER'S REFERENCE NO.:
The undersigned guarantees that the above equipment is of good merchantable quality, free from defects in
material or workmanship, fully meets the type, quality, design and performance requirements defined in
the Contract Specifications of the above Project, and that the equipment will in actual operation
satisfactorily perform the functions for which installed.
. "
.:.'':
: j
. "~
,,_.Jt
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.
The undersigned agrees to repair. replace. or otherwise make good. any defect in workmanship or materials
in the above described equipment which may develop within a period one (1) year, unless otherwise
specified. from the date of [mal acceptance by the OWNER of the above name Project.
COMPANY
COMPANY ADDRESS
BY
TITLE
SIGNED
DATE
END OF SECTION
'Cl
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SECTION 01045
CUTTING AND PATCHING
PART 1 - GENERAL
LOl REQUIREMENTS INCLUDED
A. CONTRACfOR shall be responsible for all cutting, fitting and patching, including attendant
excavation and backftll, required to complete the Work or to:
L Make its several parts fit together properly.
2. Uncover portions of the Work to provide for installation of ill-timed work.
3. Remove and replace defective work.
4. Remove and replace work not conforming to requirements of Contract Documents.
5. Remove samples of installed work as specified for testing.
6. Provide routine penetrations of non-structural surfaces for installation of piping and
electrical conduit.
1.02 RELATED REQUIREMENTS
A. Section 01010 - Summary of Work
B. Division 2 - Sitework
C. Division 3 - Concrete
D. Division 5 - Metals
1.03 SUBMITTALS
A. Submit a written request to the ENGINEER well in advance of executing any cutting or
alteration which affects:
1. Work of the OWNER or any separate CONTRACTOR.
2. Structural value or integrity of any element of the Project or work.
3. Integrity or effectiveness of weather-exposed or moisture-resistant elements or systems.
4. Efficiency, operational life, maintenance or safety of operational elements.
5. Visual qualities of sight-exposed elements.
, -~
B. Request shall include:
1. Identification of the work.
2. Description of affected work.
3. The necessity for cutting. alteration or excavation.
4. Eff~ct on work of County or any separate CONTRACTOR, or on structural or weatherproof
integrity of work.
5. Description of proposed work:
a. Scope of cutting, patching. alteration, or excavation.
b. Trades who will execute the work.
c. Products proposed to be used.
d. Extent of refinishing to be done.
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6. Alternatives to cutting and patching.
7. Cost proposal, when applicable.
8. Written permission of any separate CONTRACfOR whose work will be affected.
C. Submit written notice to the ENGINEER designating the date and the time the work will be
uncovered.
PART 2 - PRODUCTS
2.01 MATERIALS
Comply with specifications and standards for each specific product involved.
PART 3 - EXECUTION
3.01 INSPECTION
A. Inspect existing conditions of Project, including elements subject to damage or to movement
during cutting and patching.
B. After uncovering work, inspect conditions affecting installation of Products, or peIformance of
work.
C. Report unsatisfactory or questionable conditions to the ENGINEER in writing; do not proceed
with work until the ENGINEER has provided further instructions.
3.02 PREPARATION
A. Provide adequate temporary support as necessary to assure structural value or integrity of
affected portion of Work.
B. Provide devices and methods to protect other portions of Project from damage.
C. Provide protection from elements for that portion of the Project which may be exposed by
cutting and patching work, and maintain excavations free from water.
3.03 PERFORMANCE
A. Execute cutting and demolition by methods which will prevent damage to other work, and will
provide proper surfaces to receive installation of repairs.
, ~~
B. Execute excavating and backfilling by methods which will prevent settlement or damage to other
work.
C. Execute,fitting and adjustment of products to provide a fmished installation to comply with
specified products, functions, tolerances and fmishes.
D. Restore work which has been cut or removed; install new products to provide completed Work
in accord with requirements of Contract Documents.
E. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces.
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F. Refmish entire surfaces as necessary to provide an even fmish to match adjacent fmishes:
1. For continuous surfaces. refmish to nearest intersection.
2. For an assembly, refmish entire unit.
END OF SECTION
.~
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10F ·
SECTION 01046
MODIFICATIONS TO EXISTING STRUCTURES, PIPING AND EQUIPMENT
PART I-GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor. materials, equipment and incidentals required to modify, alter and/or convert
existing structures as shown or specified and as required for the installation of new mechanical
equipment. piping 3:!1d appurtenances. Work shall be performed within the requirements of
Special Project Procedures in Section 01030.
1.02 RELATED WORK
A. General and Supplementary Conditions of the Contract.
B. Concrete is included in Division 3.
PART 2 - PRODUCTS (Not Used)
PART 3 -EXECUTION
3.01 GENERAL
A. The CONTRACfOR shall cut, repair, reuse, excavate. demolish or otherwise remove parts of
the existing structures or appurtenances, as indicated on the Contract Drawings. herein specified.
or necessary to permit completion of the work under this Contract.
B. Blasting with explosives shall not be permitted to complete any work under this Contract. Care
shall be taken not to damage any part of existing buildings. foundations and exterior structures
both below and above ground.
C. No existing structure, equipment. or appurtenance shall be shifted. cut. removed. or otherwise
altered except with the express approval of and to the extent approved by the ENGINEER.
D. Materials and equipment removed in the course of making alterations and additions shall remain
the property of the OWNER. except that items not salvageable. as determined by the
ENGINEER and the OWNER shall become the property of the CONTRACTOR to be disposed
of by him off the site of the work at his own place of disposal.
'~
E. All work of altering existing structures shall be done at such time and in such manner as will
comply with the approved time schedule. So far as possible before any part of the work is
started. 3;1l tools, equipment. and materials shall be assembled and made ready so that the work
can be completed without delay.
F. All workmanship and new materials involved in constructing the alterations shall conform to the
General Specifications for the classes of work insofar as such specifications are applicable.
G. All cutting of existing masonry or other material to provide suitable bonding to new work shall
be done in a manner to meet the requirements of the respective section of these specifications
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covering the new work. When not covered, the work shall be carried on in the manner and to
extent directed by the ENGINEER.
H. Where holes in existing masonry are required to be sealed, unless otherwise herein specified,
they shall be sealed with cement mortar or concrete. The sides of the openings shall be provided
with keyed joints and shall be suitably roughened to furnish a good bond and make a watertight
joint. All loose or unsound material adjacent to the opening shall be removed and, if necessary,
replaced with new material. The method of placing the mortar seal shall provide a suitable
means of releasing entrapped air.
I. Surfaces of seals visible in the completed work shall be made to match as nearly as possible the
adjacent surfaces. .
J. Nonshrink grout shall be used for setting wall castings, sleeves, leveling pump bases, doweling
anchors into existing concrete and elsewhere as shown. .
K. Operating equipment shall be thoroughly cleaned and then lubricated and greased for protection
during prolonged storage.
L. The CONTRACTOR shall provide flumes, hoses, piping, etc. to divert or provide suitable plugs,
bulkheads or other means to hold back the flow of wastewater, water or other liquids, all as
required in the performance of the work under this Contract
3.02 CONNECI1NG TO EXISTING PIPING AND EQUIPMENT
A. The CONTRACTOR shall verify exact location, material, alignment, joint, etc. of existing
piping and equipment prior to making the connections called out in the Drawings. The
verifications shall be performed with adequate time to correct any potential alignment or other
problems prior to the actual time of connection.
",
B. The CONTRACTOR shall dismantle and remove all existing equipment, piping and other
appurtenances required for the completion of the work. Where called for or required, he shall cut
existing pipe lines for the purpose of making connections thereto. Anchor bolts for equipment
and structural steel removed shall be cut off one inch below the concrete surface. Surface shall
be fmished as specified in Division 3.
C. At the time that a new connection is made to an existing pipeline, additional new piping,
extending to and including the most convenient new valve, shall be installed.
D. Where necessary or required for the purpose of making connections, the CONTRACTOR shall
cut existing pipelines in a manner to provide an approved joint. Where required, he shall weld
beads, flanges or provide Dresser Couplings, all as required.
END OF SECTION
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SECTION 01050
FIELD ENGINEERING
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. The CONTRACTOR shall provide and pay for field engineering services required for project:
1. Survey work required in execution of project and completion of the Record Drawings.
2. Civil, structural or other professional engineering services specified, or required to execute
CONTRACTOR's construction methods.
3. Before any work begins, the CONTRACTOR shall field verify all existing electrical,
instrumentation and telephone utilities and prepare As-Built Drawings. This information,
and any variations noted during construction, shall be included on the Record Drawings
submitted by the CONTRACTOR.
B. The CONTRACTOR shall retain the services of a registered land surveyor licensed in the State
of Florida:
1. Identify existing control points and property line comer stakes indicated on the Drawings, as
required.
2. Verify all existing structure locations and all proposed building comer locations, tank
locations and equipment locations.
3. Maintain an accurate location of all buried piping 2-inch in diameter and larger and
associated lines to the Project.
C. The method of field staking for the construction of the work shall be at the option of the
CONTRACTOR. The OWNER shall provide the engineering surveys to establish reference
points that in his judgment are necessary to enable the CONTRACTOR to proceed with his
work.
D. The accuracy of any method of staking shall be the responsibility of the CONTRACTOR. All
engineering for vertical and horizontal control shall be the responsibility of the CONTRACTOR.
E. The CONTRACTOR shall be held responsible for the preservation of all stakes and marks. If
any stakes or marks are carelessly or willfully disturbed by the CONTRACTOR, the
CONTRACTOR shall not proceed with any work until he has established such points, marks,
lines and elevations as may be necessary for the prosecution of the work.
F. The CONTRACTOR shall safeguard all existing property monuments and marks adjacent to but
not related to the Work and shall bear the cost of re-establishing them if disturbed or destroyed.
1.02 RELATED REQUIREMENTS
A. General Conditions
B. Summary of Work is included in Section 01 0 10
C. Applications for Payment are included in Collier County Specifications, Exhibit "D".
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1.03 SUBMITTALS
A. Submit to the ENGINEER, in accordance with Section 01300, name and address of registered
land surveyor or professional engineer.
B. On request of the ENGINEER, submit documentation to verify accuracy of field engineering
work. If applicable, all surveys shall be tied to the State Plane Coordinate System. Vertical
Control to NGVD 1929 mean seal level datum.
"
~~...,
C. Submit certificate signed by registered engineer or land surveyor certifying that elevations and
locations of improvements are in conformance, or non-conformance, with Contract Documents.
D. At the end of the project, and prior to final payment, submit a certified electronic copy of each as-
built drawings (signed and sealed by the registered land surveyor) in Autocad format of the items
listed below in accordance with the applicable provisions of Section 01720. If applicable, all
surveys shall be tied to the State Plane Coordinate System. Vertical Control shall conform to
NGVD 1929 mean seal level datum. These drawings shall be inclmled with, and made a part of,
the project record documents.
1. Certified site survey at I-in = 40-ft scale or larger but not greater than I-in = 20-ft scale, on
reproducible tracing sheet(s) 24-in by 36-in, indicating the building corners, sidewalks,
paved areas and location of all above ground structures within the plant or project site.
2. Certified drawing showing the location, lines and grades of all lines 4-in in diameter and
larger buried and exterior to buildings and other buried facilities (e.g. valves, tanks, vaults,
etc) installed as a result of the work. This shall be at the same scale as the ENGINEER's
yard piping drawing and submitted on reproducible mylar.
3. Certified survey at the same scale as the ENGINEER's line drawings (e.g. sewer, force main,
water transmission, etc) indicating lines, grades, elevations and stationing at IOO-ft
increments. Provide elevations of structure bottom, pipe invert(s) and rim elevations on all
manholes.
4. CONTRAcrOR shall submit computer generated drawing files in Autocad Release 14
format on 3.5" disks or CDs. All entries shall be placed on layers named to describe the
entity being mapped. All elevation information in the Autocad file shall be in an
appropriate three-dimensional format. A digital terrain model (DTM) Autocad file
containing adequate three dimensional points and break lines to accurately model the sUlface
shall be submitted.
"
1.04 QUALIFICATIONS OF SURVEYOR OR ENGINEER
A. Registered land surveyor, licensed in the State of Florida (Chapter 472, Florida Statutes), acceptable to
the OWNER and the ENGINEER. The CONTRAcrOR may be required to submit the name and
registration number of said Surveyor if required by the ENGINEER. The ENGINEER reserves the
right to review all survey staking and to require adjustments or restaking by the CONTRAcrOR in
the event that conflicts or possible errors are detected.
'l
B. Registered professional ENGINEER of the discipline required for the specific service on the Project,
currently licensed in the State of Florida, acceptable to the OWNER and ENGINEER.
1.05 SURVEY REFERENCE POINTS
A. Existing basic horizontal and vertical control points for the project are those designated on
Drawings.
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B. Locate and protect control points prior to starting site work and preserve all permanent reference
points dnring construction.
1. Make no changes or relocations without prior written notice to the ENGINEER.
2. Report to the ENGINEER when any reference point is lost or destroyed, or requires
relocation because of necessary changes in grades or locations.
3. Require surveyor to correctly replace project control points which may be lost or destroyed.
a. Establish replacements based on original survey control.
1.06 PROJECT SURVEY REQUIREMENTS
A. Establish a minimum of two (2) permanent bench marks on site, referenced to data established by
OWNER existing survey control points (Bench Marks).
1. Record locations, with horizontal and vertical data. on Project Record Documents.
2. One of these should be near the Odor Control and Storage Facility..
B. Establish lines and levels, locate, and layout by instrumentation and similar appropriate means:
1. Site improvements
a. Stakes for grading, fill and topsoil placement.
b. Utility slopes and invert elevations.
2. Batter boards for structures.
3. Building foundation, column locations and floor levels.
4. Controlling lines and levels required for mechanical and electrical trades.
C. From time to time, verify layouts by same methods.
D. Establish all lines and grades prior to construction of line work for all potable water mains, force
mains, process gravity sewage mains, and storm sewer lines at 100-ft increments and at defmed
breaks in grade.
1.07 RECORDS
A. Maintain a complete, accurate log of all control and survey work as it progresses.
B. Update the Project Record Drawings on a monthly basis based on the work performed during the
month ending at the pay request as a condition for approval of monthly progress payment
requests.
C. Maintain an accurate record of piping changes, revisions, and modifications.
PART 2 - PRODUCfS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECfION
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SECfION 01090
REFERENCE STANDARDS
PART I-GENERAL
1.01 REQUIREMENTS INCLUDED
A. Abbreviations and acronyms used in Contract Documents to identify reference standards.
1.02 QUALITY ASS~CE
A. Application: When a standard is specified by reference, comply with requirements and
recommendations stated in that standard, except when requirements are ffiodified by the
Contract Documents, or applicable codes establish stricter standards.
B. Publication Date: The publication in effect on the date of issue of Contract Documents,
except when a specific publication date is specified.
1.03 ABBREVIATIONS, NAMES, AND ADDRESSES OF ORGANIZATIONS
A. Obtain copies of referenced standards direct from publication source, when needed for
proper performance of Work. or when required for submittal by Contract Documents.
AA
Aluminum Association
818 Connecticut Avenue, N.W.
Washington, DC 20006
AAN
American Association for Nurserymen
1250 I Street N.W.
Washington, DC 20005
(202) 789-2900
AASIITO
American Association of State Highway
and Transportation and Transportation
Officials
444 North Capitol Street, N.W.
Washington, DC 2000 1
ACI
American Concrete Institute
Box 19150
Reford Station
Detroit, MI 48219
ACPA
American Concrete Pipe Association
8320 Old Courthouse Road
Vienna, VA 22180
(703) 821-1990
AGMA
American Gear Manufacturers Association
1901 North Fort Myer Drive
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AI
AISC
AISI
ANSI
ASCE
ASME
ASPA
ASTM
AWWA
Arlington, VA 22209
Asphalt Institute
Asphalt Institute Building
College Park, MD 20740
American Institute of Steel Construction
1221 Avenue of the Americas
New York. NY 10020
American Iron and Steel Institute
1000 16th Street, N.W.
Washington, DC 20036
American National Standards Institute
1430 Broadway
New York, NY 10018
American Society of Civil Engineers
345 East 47th Street
New York, NY 10017
American Society of Mechanical Engineers
345 East 47th Street
New York, NY 10017
American Sod Producers Association
Association Building
Ninth and Minnesota
Hastings, NE 68901
American Society for Testing and Materials
1916 Race Street
Philadelphia, PA 19103
American Water Works Association
6666 W. Quincy A venue
Denver, CO 80235
A WS American Welding Society
2501 NW 7th Street
Miami, FL 33125
CIPRA
CLFMI
CRSI
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Cast Iron Pipe Research Association
130 1 West 22nd Street
Oak Brook, lllinois 60521
Chain Link Fence Manufacturers Institute
1101 Connecticut Avenue
Washington, DC 20036
Concrete Reinforcing Steel Institute
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180 North LaSalle Street, Suite 2110
Chicago, ll.. 60601
DIPRA Ductile Iron Pipe Research Association
245 Rivercase Parkway E., Suite 100
Birmingham. AL 35244
(404) 432-3680
FNGA Florida Nursery Grower's Association
5401 Kirkman Road, Suite 650
Orlando, FL 32819
(407) 345-8137
FS Federal Specification
General Services Administration
Specifications and Consumer Information
Distribution Section (WFSIS)
Washington Navy Yard, Bldg. 197
Washington, DC 20407
NCPI National Clay Pipe Institute
Crystal Lake, lllinois
NEe National Electric Code
Batterymarch Park
Quincy, MA 02269-9990
NEMA National Electrical Manufacturer's Association
2101 L Street, NW
Washington, DC 20037
OSCI Office of Standards Code and Information
National Bureau of Standards
Gaithersberg, MD 20899
(301) 975-4029
PCA Portland Cement Association
5420 Old Orchard Road
Skokie, ll.. 20076
PCI Prestressed Concrete Institute
20 North Wacker Drive
Chicago, ll.. 60606
.
PS Product Standard
U.S. Department of Commerce
Washington, DC 20203
SMACNA Sheet Metal and Air Conditioning
Contractor National Association
4201 Lafayette Center Drive
Chantilly, V A 22021-1209
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SSPC
Steel Structures Painting Council
Pittsburgh, P A
UL
Underwriters' Laboratories, Inc.
333 Pfingston Road
Northbrook, IL 60062
NSF
International
National Science Foundation International (NSF)
3395 Northeast Expressway, Suite 190
Atlanta, GA 30341
or
NSF International
3475 Plymouth Road
P.O. Box 130140
Ann Arbor, MI 48113-0140
B. When no reference is made to a code, standard, or specification, the standard
specifications of the ASTM, the ANSI, the ASME, the IEEE, or the NEMA shall govern.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION
. .
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SECTION 01150
MEASUREMENT AND PAYMENT
(pAY ITEM DESCRIPTIONS)
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. The scope of this section defmes the items included in each bid item in the Bid Form of these
Contract Documents for the construction of the South Collier Regional Water Treatment Plant
Modifications and Upgrades to the Chemical Feed Building, Chlorination Facilities, Odor
Control and Chemical Storage Area, and High Service Pump Station Improvements. Payment
will be made based on the specified items included in the description in this section for each bid
item.
B. All contract prices included in the Proposal will be full compensation for all labor, materials,
tools, equipment and incidentals necessary to complete the construction as shown on the
Drawings and/or as specified in the Contract Documents to be performed under this contract.
Actual quantities of each item bid on a unit price basis will be determined upon completion of
the construction in the manner set up for each item in this section of the specifications. Payment
for all items listed in the Proposal will constitute full compensation for all work shown and/or
specified to be performed under this project.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.01 BASEBID
A. Water Treatment Plant (Item 1)
1 . Payment to the CONTRACTOR of the total price bid for Item 1 in the Schedule of Prices
for construction of the South County Regional Water Treatment Plant will be made and shall
fully compensate the CONTRACTOR for furnishing all labor, materials, equipment, and
incidentals required to complete the work as specified in Divisions I through 16 excluding
those items for which Measurement and Payment is specified below.
2. Payment shall also fully compensate the CONTRACTOR for any other work which is not
specified or shown but which is required to complete the work of "Item 1 as shown on the
Drawings and as specified herein.
B. Collier County Furnished Pre-Purchased Equipment (Item 2)
1. Payment for COUNTY purchased equipment only will include all costs associated with the
COUNTY furnishing specific equipment for pre-sale tax savings and the CONTRACTOR
, i. installing the equipment and accessories in the location as shown on the Construction
Drawings. Pre-purchased sale tax savings equipment shall be as specified in Sections 01010
and 01014 of these Specifications.
C. Bonds, Insurances, Mobilization and Demobilization (Items 3,5 and 6)
1. Measurement of the lump sum price established in the Proposal will be based on actual
invoice amounts to substantiate the actual bond and insurance premiums and an allowance
for mobilization and demobilization. No payments will be made under this lump sum item
in excess of the actual verified performance and payment bond premiums.
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2. Payment for mobilization will include costs associated with preparatory work and operations
necessary to begin work on the Project in accordance with Section 01505 of these
Specifications.
3. Payment for demobilization will include costs associated with finalizing work on the Project,
including but not limited to those operations necessary for the removal of personnel,
equipment, supplies, and incidentals from the Project site(s).
4. Payment of the lump sum price established in the Proposal will be made at the applicable
lump sum amount, as above determined and will represent full compensation for providing
the required 100 percent Payment bond, 100 percent Performance Bond, and all insurance as
specified in the General Conditions.
5. The Mobilization Work specified under this Pay Item will be paid for at the Contract lump
sum price, in accordance with the following schedule:
Percent of Original
Contract Amount Earned
Allowable Percent of the Lump
Sum Price for Mobilization (*)
5
10
25
50
25
50
75
100
*Partial payments will be limited to 10 percent of the original Contract amount for the
Project. Any remaining amount will be paid upon completion of all Work on the Project,
including final punch list work items.
D. Indemnification (Item 4)
1. Payment shall be made to the CONTRACTOR on a lump sum basis for considerations for
indemnification to OWNER and ENGINEER as specified in General Conditions.
E. Allowance for COUNTY -Authorized Contract Amendments (Item 7)
1. The Proposal includes an allowance for various extra work contingencies including, but not
limited to: pumps, electrical, instrumentation, controls, mechanical modifications, structural,
chemical feeder and storage system, sheeting, additional base slab or wall or walkway,
concrete, additional select fill material(s), replacement of existing corroded material(s) (pipe,
etc.), relocated or new piping, valves, fittings or other related work authorized by the
ENGINEER not included in the existing Scope of Work. Any amount of extra work and/or
alterations to the proposed Work charged to the allowance shall be fully documented and
authorized by the ENGINEER as follows:
(a) The CONTRACTOR shall include in the Contract Total Price the allowance so named
in the Proposal Form.
(b) The CONTRACTOR shall not proceed on any additional Work to be covered by the
allowance until authorized in writing by the ENGINEER.
(c) The CONTRACTOR shall cause the Work so covered to be done by such
subcontractors or suppliers, and for such sum within the limit of the allowance as
authorized by the ENGINEER.
(d) Prior to final payment, an appropriate change order will be issued as recommended by
the ENGINEER to reflect actual amounts due to the CONTRACTOR on account of
Work covered by the allowance, and the Contract Total Price shall be correspondingly
adjusted. .
(e) The allowance shall not be used for incidental work shown on the Plans or specified in
the Contract Documents, or for other work required to render the Project complete.
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3.02 EXTRA WORK
Extra work, if any, will be performed and paid for as specified in the General Conditions.
END OF SECTION
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SECTION 01152
APPLICATIONS FOR PAYMENT
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Submit Applications for Payment to the ENGINEER in accordance with the schedule established
by Conditions of the Contract and Agreement between OWNER and CONTRACTOR in
COUNfY Exhibit "D" (See Volume I of n for COUNTY'S Exhibit "D" - Contractor Application
for Payment Form).
B. The accepted Schedule of Values, COUNTY Exhibit "D", shall be used as the basis for the
CONTRACTOR's Application for Payment.
1.02 RELATED WORK
A. Agreement between OWNER and CONTRACTOR is included in COUNfY Exhibit "If'.
B. Standard General Conditions of the Construction Contract is included in COUNTY Exhibit "If'.
C. Field Engineering is included in Section 01050.
D. Schedule of Values is included in Section 00470.
E. Submittals are included in Section 01300.
F. Contract Closeout is included in Section 01700.
G. Project Record Documents are included in Section 01720.
1.03 SUBMITTALS
A. Submit to the ENGINEER, in accordance with Section 01300, applications typed on forms
provided by the OWNER, Application for Payment, with itemized data typed on 8Y2-in by II-in or
8/h-in by 14-in white paper continuation sheets. Application for Payment form is attached.
B. Provide itemized data on continuation sheet.
1. Format, schedules, line items and values: Those of the Schedule of Values accepted by
ENGINEER.
C. Provide construction photographs in accordance with Section 01300.
l-.-:'~
1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT
A. Application Form:
1. Fj]] in required information, including that for Change Orders executed prior to date of
submittal of application.
2. Fill in summary of dollar values to agree with respective totals indicated on continuation
sheets.
3. Execute certification with signature of a responsible officer of Contract ftnn.
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B. Continuation Sheets:
1. Fill in total list of all scheduled component items of Work, with item number and scheduled
dollar value for each item.
2. Fill in dollar value in each column for each scheduled line item when work has been
performed or products stored.
a. Round off values to nearest dollar, or as specified for Schedule of Values.
3. List each Change Order executed prior to date of submission, at the end of the continuation
sheets.
a. List by Change Order Number and description, as for an original component item of work.
4. To receive approval for payment on component material stored on site, submit copies of the
original paid invoices with the application for payment.
1.05 SUBSTANTIATING"DATA FOR PROGRESS PAYMENTS
A. When the OWNER or the ENGINEER requires substantiating data, submit suitable' information,
with a cover letter identifying.
I. Project
2. Application Number and Date
3. Detailed List of Enclosures
4. For Stored Products:
a. Item number and identification as shown on application
b. Description of specific material
'"~
B. Submit one copy of data and cover letter for each copy of application.
C. As a prerequisite for payment, submit a "Surety Acknowledgment of Payment Request" letter
showing amount of progress payment that the CONTRACTOR is requesting.
D. Maintain an updated set of Drawings to be used as Record Drawings in accordance with Section
01720. As a prerequisite for monthly progress payments, exhibit the updated Record Drawings for
review by the OWNER and the ENGINEER.
1.06 PREPARATION OF APPUCATION FOR FINAL PAYMENT
A. Fill in Application form as specified for progress payments.
B. Use continuation sheet for presenting the fmal statement of accounting as specified in Section
01700 - Contract Closeout.
C. Submit all Project Record Documents in accordance with Sections 01050 and 01720.
1.07 SUBMITTAL PROCEDURE
A. Submit Applications for Payment to the ENGINEER at the times stipulated in the Agreement.
B. Number: Five copies of each Application.
C. When the ENGINEER finds Application properly completed and correct, he/she will transmit
certificate for payment to OWNER, with copy to CONTRACTOR.
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PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION
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SECTION 01153
CHANGE ORDER PROCEDURES
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Promptly implement change order procedures.
1. Provide full written data required to evaluate changes in conformance with Exhibit "E" -
Change Order Forms.
2. Maintain detailed records of work done on a time-and-materiaV force account basis.
3. Provide full documentation to ENGINEER on request.
B. Designate in writing the member of CONTRACTOR's organization:
1. Who is authorized to accept changes in the work.
2. Who is responsible for informing others in the CONTRACTOR's employ of the authorization
of changes in the work.
C. OWNER will designate in writing the person who is authorized to execute Change Orders.
1.02 RELATED REQUIREMENTS
A. Agreement, the amounts of established unit prices, is included in Bid Proposal.
B. Conditions of the Contract are included in COUNTY Exhibit "ff'.
1. Methods of determining cost or credit to OWNER resulting from changes in work made on a
time and material basis.
2. CONTRACTOR's claims for additional costs.
C. Applications for Payment are included in COUNTY Exhibit "D".
D. Schedule of Values are included in COUNTY Exhibit "D".
E. Project Record Documents are included in Section 01720.
1.03 DEFINITIONS
A. Change Order: See Contract for Construction.
B. Construction Change Authorization: A written order to the CONTRACTOR, signed by OWNER
and ENGINEER, which amends the Contract Documents as described and authorized
CONTRACTOR to proceed with a change which affects the Contract Sum or the Contract Time,
for inclusion in a subsequent Change Order.
'1
C. Architect's Supplemental Instructions, AlA Document G71O: A written order, instructions, or
interpretations, signed by Architect/ENGINEER making minor changes in the Work not involving
a change in Contract Sum or Contract Time.
D. Field Order: A written order to the CONTRACTOR, signed by the ENGINEER and the
CONTRACTOR, which is issued to interpret/clarify the Contract Documents, order minor changes
in the work and/or memorialize trade-off agreements. The work described by a Field Order is to
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be accomplished without change to the Contract Sum, Contract Time, and/or claims for other
costs.
1.04 PRELIMINARY PROCEDURES
A. OWNER or ENGINEER may initiate changes by submitting a Request for Proposal (RFP) to
CONTRACTOR. Request will include:
1. Detailed description of the Change, Products and location of the change in the project.
2. Supplementary or revised Drawings and Specifications.
3. The projected time span for making the change and a specific statement as to whether
overtime work is, or is not, authorized.
4. A specific period of time during which the requested price will be considered valid.
5. Such request is for information only and is not an instruction to exeCute the changes or to stop
work in progress.
B. CONTRACTOR may initiate changes by submitting a written notice to ENGINEER, containing:
1. Description of the proposed changes.
2. Statement of the reason for making the changes.
3. Statement of the effect on the Contract Sum and the Contract Time.
4. Statement of the effect on the work of separate CONTRACTORS.
5. Documentation supporting any change in Contract Sum or Contract Time, as appropriate.
.....:.1
1.05 WORK DIRECTIVE CHANGE AUTHORIZATION
A. In lieu of a Request for Proposal (RFP), ENGINEER may issue a work directive authorization for
CONTRACTOR to proceed with a change for subsequent inclusion in a Change Order.
B. Authorization will describe changes in the work, both additions and deletions, with attachments of
revised Contract Documents to define details of the change and will designate the method of
determining any change in the Contract Sum and any change in Contract Time.
C. OWNER and ENGINEER will sign and date the Work Directive Change Authorization as
authorization for the CONTRACTOR to proceed with the changes.
D. CONTRACTOR may sign and date the Construction Change Authorization to indicate agreement
with the terms therein.
1.06 DOCUMENT A nON OF PROPOSALS AND CLAIMS
A. Support each quotation for a lump-sum proposal and for each unit price that has not previously
been established, with sufficient substantiating data to allow ENGINEER to evaluate the
quotation.
B. On request, provide additional data to support time and cost computations
1. Labor required.
2. Equipment required.
3. Products required.
a. Recommended source of purchase and unit cost.
b. Quantities required.
4. Taxes, insurance and bonds.
5. Credit for work deleted from Contract, similarly documented.
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6. Overhead and profit.
7. Justification for any change in Contract Time.
C. Support each claim for additional costs and for work done on a time-and-material/force account
basis, with documentation as required for a lump-sum proposal, plus additional information.
1. Name of the OWNER's authorized agent who ordered the work and date of the order.
2. Dates and times work was performed and by whom.
3. Time record, summary of hours worked and hourly rates paid.
4. Receipts and invoices for:
a. Equipment used, listing dates and times of use.
b. Products used, listing of quantities.
c. Subcontracts.
D. Document requests for substitutions for Products as specified in COUNTY Exhibit "IT', Article 7.
1.07 PREPARATION OF CHANGE ORDERS AND FIELD ORDERS
A. ENGINEER will prepare each Change Order and Field Order.
B. Change Order will describe changes in the work, both additions and deletions, with attachments of
revised Contract Documents to define details of the change.
C. Change Order will provide an accounting of the adjustment in the Contract Sum and in the
Contract Time.
D. Field Order will describe interpretations or clarifications of Contract Documents, order minor
changes in the work, and/or memorialize trade-off agreements.
E. Field Order work will be accomplished without change in the Contract Sum, Contract Time,
and/or claims for other costs.
1.08 LUMP-SUMIFlXED PRICE CHANGE ORDER
A. Content of Change Orders will be based on, either:
1. ENGINEER's Proposal Request and CONTRACTOR's responsive Proposal as mutually
agreed between OWNER and CONTRACTOR.
2. CONTRACTOR's Proposal for a change, as recommended by ENGINEER.
B. OWNER and ENGINEER will sign and date the Change Order as authorization for the
CONTRACTOR to proceed with the changes.
C. CONTRACTOR will sign and date the Change Order to indicate agreement with the terms therein.
. i~.09 UNIT PRICE CHANGE ORDER
A. Content of Change Orders will be based on, either:
1. ENGINEER's definition of the scope of the required changes.
2. CONTRACTOR's Proposal for a change, as recommended by ENGINEER.
3. Survey of completed work.
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B. The amounts of the unit prices to be:
1. Those stated in the Agreement.
2. Those mutually agreed upon between OWNER and CONTRACTOR.
C. When quantities of each of the items affected by the Change Order can be determined prior to start
of the work:
1. OWNER and ENGINEER will sign and date the Change Order as authorization for
CONTRACTOR to proceed with the changes.
2. CONTRACTOR will sign and date the Change Order to indicate agreement with the terms
therein.
D. When quantities of the items cannot be determined prior to start of the work:
1. ENGINEER or OWNER will issue a construction change authorization directing
CONTRACTOR to proceed with the change on the basis of unit prices, and will cite the
applicable unit prices.
2. At completion of the change, ENGINEER will determine the cost of such work based on the
unit prices and quantities used.
a. CONTRACTOR shall submit documentation to establish the number of units of each item
and any claims for a change in Contract Time.
3. ENGINEER will sign and date the Change Order to establish the change in Contract Sum and
in Contract Time.
4. OWNER and CONTRACTOR will sign and date the Change Order to indicate their
agreement with the terms therein.
1.10 TIME AND MATERIAL/FORCE ACCOUNT CHANGE ORDER/WORK DIRECTIVE
CHANGE AUTHORIZATION
A. ENGINEER and OWNER will issue a Work Directive Change Authorization directing
CONTRACTOR to proceed with the changes.
B. At completion of the change, submit itemized accounting and supporting data as provided in the
Article "Documentation of Proposals and Claims" of this Section.
C. ENGINEER will determine the allowable cost of such work, as provided in General Conditions
and Supplementary Conditions.
D. ENGINEER will sign and date the Change Order to establish the change in Contract Sum and in
Contract Time.
E. OWNER and CONTRACTOR will sign and date the Change Order to indicate their agreement
therewith.
1.11 CORRELATION WITH CONTRACTOR'S SUBMITTALS
'-:'.1.
A. Periodically revise Schedule of Values and Request for Payment forms to record each change as a
separate item of work, and to record the adjusted Contract Sum.
B. Periodically revise the Construction Schedule to reflect each change in Contract Time.
1. Revise subschedules to show changes for other items of work affected by the changes.
C. Upon completion of work under a Change Order, enter pertinent changes in Record Documents.
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PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
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FIELD ORDER
PROJECT:
FIELD ORDER NO.:
~
DATE:
CONTRACT:
;,
OWNER:
OWNER'S PROJECT NO.:
TO:
CONTRACT DATE:
". ii
", ;;
--oJ
This Field Order is issued to interpret/clarify the Contract Documents, order minor changes in the work
and/or memorialize trade-off agreements. Both parties hereby agree that the work described by this Field
Order is to be accomplished without change in Contract Sum, Contract Time, and/or claims for other costs.
_.!J
DESCRIPTION: (Here insert a written description of the interpretation, change, or agreement)
FIELD ENGINEER:
CONTRACTOR:
BY:
BY:
f-'..
END OF SECTION
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,fJIJ .
SECTION 01172
PIPE PENETRATIONS
PART 1 GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment and incidentals required and install pipe penetration
assemblies as shown. This Section covers materials for the various pipe penetration
configurations.
1.02 SUBMITTALS
A. Submit to the OWNER, as provided in Section 01300, manufacturers' literature on all items to
be furnished, installation instructions, and where applicable, fIre rating and certified test results
of the various components.
PART 2 PRODUCTS
2.01 PIPE SLEEVES
A. Unless otherwise shown all pipe sleeves shall be Schedule 40 galvanized steel pipe conforming
to ASTM A53. Where indicated, provide a 2-in minimum circumferential water stop welded to
exterior of sleeve at its midpoint. Ends of sleeves shall be cut, ground smooth and shall be
flush with the wall or ceiling and extend 2-in above finished floors. Sleeves to be sealed by
caulking shall be sized as required. Sleeves to be sealed with mechanical seals shall be sized in
accordance with the seal manufacturer's recommendations. Sleeves for insulated piping shall
be sized as required.
B. The CONTRACTOR shall have the option to make external wall penetrations by means of a
sleeve capable of being bolted directly to the formwork. Seal of the annular space between the
carrier pipe and the sleeve shall be made by means of a confined rubber gasket and be capable
of withstanding 350 psi. Sleeve shall be ductile iron with an integrally cast waterstop of 112-in
minimum thickness, 2-1I2-in minimum height. Sleeves shall be manufactured by Omni-Sleeve,
Malden, MA.
2.02 WALL CASTINGS
A. Unless otherwise shown, wall castings shall be ductile iron confonning to ANSI! A WW A
A21.51/CI51, thickness Class 53, diameter as required. Flanges and/or mechanical joint bells
. 1 shaH be drilled and tapped for studs where flush with the wall. Castings shall be provided with
an intermediate 2-in minimum circumferential flange/waterstop, integrally cast with or welded
to the casting, located as follows: for castings set flush with walls located at the center of the
overall length of the casting; for castings which extend through wall located such that it falls
within the middle third of the wall.
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2.03 SEALING MATERIALS
A. Mechanical seals shall be modular, adjustable. bolted. mechanical type consisting of
interlocking synthetic rubber links shaped to continuously fill the annular space between the
pipe and sleeve. The seal shall be rated by the manufacturer for 40-ft of head or 20 psig.
Mechanical seals shall be Link-Seal, manufactured by Thunderline Corp., Wayne, MI.
B. Corrosive service - highly resistant to most inorganic materials (water, acids, alkalis) and most
organic materials (acetic, acetone, aniline, etc)(minus 40 degrees F to plus 250 degrees F):
EPDM rubber. 18-8 stainless steel bolts and nuts - "S" Series.
C. Caulking for iron, steel and copper piping shall consist of braided oakum packing followed by
poured molten soft virgin lead. Minimum length of lead segment shall be one half of pipe
diameter, or 6-in, whichever is less. Lead shall be flush with end of sleeve. Cooled lead shall
be expanded with a caulking iron to form a water seal.
D. Caulking for PVC pipe shall meet all the requirements in Paragraph B above except that lead
wool, compacted to form a watertight seal, shall be used in place of molten lead.
~_ .3
E. Sealant shall be a two part foamed silicone elastomer as manufactured by Dow Corning Co.,
product No. 3-6548 silicone R.T.V.; 3M brand fIre barrier products caulk c.P. 25 and 3M
brand putty 303; or Flame-Safe fire stop systems Fig. No. FS-500 by Thomas & Betts
Corporation. Packing shall be a fIre retardant pliable material, Fig. 310 by Sealtite Co., White
Oakum W.S.-600 by American Manufacturing Co. Sealant bead configuration, depth and width
shall be in accordance with manufacturer's recommendations.
2.04 MISCELLANEOUS MATERIALS
A. Bonding compound shall be Sikadur Hi-Mod epoxy by Sika Corporation, equal by Euclid
Chemical Corporation; Master Builders Company.
B. Non-shrink grout shall be Masterflow 713 by Master Builders Company; Euco N-S by Euclid
Chemical Co.; Five Star Grout by U.S. Grout Corp.
PART 3 EXECUTION
3.01 INSTALLATION
A. Assemble and install components of pipe penetration assemblies as detailed on the Drawings.
END OF SECTION
. -\
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SECTION 01200
PROJECT MEETINGS
PART I-GENERAL
1.01 REQUIREMENTS INCLUDED
A. The ENGINEER shall schedule and administer pre-construction meeting, periodic progress
meetings and specially called meetings throughout progress of the work.
1. Prepare agenda for meetings
2. Make physical ~angements for meetings
3. Preside at meetings
4. Record the minutes (include significant proceedings and decisions)
5. Reproduce and distribute copies of minutes within 15 working days after each meeting to the
following:
a. Participants in the meeting
b. Parties affected by decisions made at the meeting
B. Representatives of CONTRACTORS, subcontractors and suppliers attending meetings shall be
qualified and authorized to act on behalf of the entity each represents.
C. Attend meetings to ascertain that work is expedited consistent with Contract Documents and
construction schedules.
1.02 RELATED REQUIREMENTS
A. Instructions to Bidders are included in Section 00100.
B. Construction Schedules are included in Section 01310.
C. Shop Drawings, Working Drawings and Samples are included in Section 01300.
D. Project Record Documents are included in Section 01720.
E. Operating and Maintenance Data is included in Section 01730.
1.03 PRE-CONSTRUCTION MEETING
A. Schedule a preconstruction meeting no later than 15 days after date of Notice to Proceed.
B. Location: A central site, convenient for all parties, designated by the OWNER.
. ~~
C. Attendance
1. OWNER's representative
2. ENGINEER and hislher professional consultants
3. Resident project representative
4. CONTRACTOR's superintendent
5. Major subcontractors
6. Major suppliers
7. Utilities
8. Others as appropriate
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D. Suggested Agenda
1. Distribution and discussion of:
a. List of major subcontractors and suppliers
b. Projected construction schedules
2. Critical work sequencing.
3. Major equipment deliveries and priorities
4. Project coordination
a. Designation of responsible personnel
5. Procedures and processing of:
a. Field decisions
b. Proposal requests
c. Submittals
d. Change Orders
e. Applications for Payment
6. Adequacy of distribution of Contract Documents
7. Procedures for maintaining Record Documents
8. Use of premises:
a. Office, work and storage areas
b. OWNER's requirements
9. Construction facilities, controls, and construction aids
10. Temporary utilities
11. Housekeeping procedures
1.04 PROGRESS MEETINGS
A. Schedule regular periodic meetings. The progress meetings will be held every 30 days with
the fIrst meeting 30 days after the pre-construction meeting or 30 days after the date of Notice
to Proceed.
B. Hold called meetings as required by progress of the work.
C. Location of the meetings: Project field office of CONTRACTOR or ENGINEER or
OWNER.
D. Attendance
1. ENGINEER and hislher professional consultants as needed
2. Subcontractors as appropriate to the agenda
3. Suppliers as appropriate to the agenda
4. Others as appropriate
, ~.
.
E. Suggested Agenda
1. Review, approval of minutes of previous meeting
2. Review of work progress since previous meeting
3. Field observations, problems, and conflicts
4. Problems that impede Construction Schedule
5. Review of off-site fabrication, delivery schedules
6. Corrective measures and procedures to regain projected schedule
7. Revisions to Construction Schedule
8. Progress, schedule, during succeeding work period
9. Coordination of schedules
10. Review submittal schedules; expedite as required
11. Maintenance of quality standards
12. Pending changes and substitutions
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13. Review proposed changes for:
a. Effect on Construction Schedule and on completion date
b. Effect on other contracts of the project
14. Other business
15. Construction schedule
16. CriticaJ/Iong lead items
-!
F. The CONTRACfOR is to attend progress meetings and is to study previous meeting minutes
and current agenda items, in order to be prepared to discuss pertinent topics such as deliveries
of materials and equipment, progress of the work, etc.
G. The CONTRACfOR is to provide a current submittal log at each progress meeting in
accordance with Section 01300.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECfION
'~
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SECTION 01300
SUB MITT ALS
PART 1 - GENERAL
1.01 DESCRIPTION OF REQUIREMENTS
A. This Section specifies the general methods and requirements of submissions applicable to Shop
Drawings, Product Data, Construction Photographs, Construction or Submittal Schedules.
Additional general submission requirements are contained in the General Conditions. Detailed
submittal requirements are specified in the technical Sections.
B. All submittals shall be clearly identified by reference to Section Number, Paragraph, Drawing
Number or Detail as applicable. Submittals shall be clear and legible and of sufficient size for
presentation of data.
C. The CONTRACTOR is to maintain an accurate updated computerized submittal log and will
bring this log to each scheduled progress meeting with the OWNER and the ENGINEER. This
computerized log should include the following items:
1. Submittal-description and file number assigned
2. Date to ENGINEER
3. Date returned to CONTRACTOR (from ENGINEER)
4. Status of submittal (approved/resubmit/rejected)
5. Date of resubmittal and return (as applicable)
6. Date material released (for fabrication)
7. Projected date of fabrication
8. Projected date of delivery to site
9. Status of O&M submittal
1.02 SHOP DRAWINGS, PRODUCT DATA, SAMPLES
I'~
.
A. Shop Drawings
1. Shop drawings as specified in the General Conditions, and as specified in individual sections
include, but are not limited to, custom-prepared data such as fabrication and
erection/installation (working) drawings, scheduled information, setting diagrams, actual
shopwork manufacturing instructions, custom templates, special wiring diagrams,
coordination drawings, individual system or equipment inspection and test reports including
performance curves and certifications, as applicable to the work.
2. All shop drawings submitted by subcontractors shall be sent directly to the CONTRACTOR
for checking. The CONTRACTOR shall be responsible for their submission at the proper
time so as to prevent delays in delivery of materials.
3. Check all subcontractor's shop drawings regarding measurements, size of members, materials
and details to make sure that they conform to the intent of the Drawings and related
specifications. Return shop drawings found to be inaccurate or otherwise in error to the
subcontractors for correction before submission thereof.
4. All details on shop drawings shall show clearly the relation of the various parts to the main
members and lines of the structure and where correct fabrication of the work depends upon
field measurements, such measurements shall be made and noted on the drawings before
being submitted for approval.
5. Submittals for equipment specified under Divisions 2, 3, 11, 13, 15, and 16 shall include a
listing of all installations where identical or similar equipment has been installed and been in
operation for a period of at least one year.
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B. Product Data
1. Product data as specified in individual Sections include, but are not necessarily limited to,
standard prepared data for manufactured products (sometimes referred to as catalog data),
such as the MANUFACTURER's product specification and installation instructions,
availability of colors and patterns, MANUFACTURER's printed statements of compliances
and applicability, roughing-in diagrams and templates, catalog cuts, product photographs,
standard wiring diagrams, printed performance curves and operational-range diagrams,
production or quality control inspection and test reports and certifications, mill reports,
product operating and maintenance instructions and recommended spare-parts listing and
printed product warranties, as applicable to the work.
. ."..J
C. Samples
1. Samples specified in individual Sections include, physical examples of the wo~k such as
sections of manufactured or fabricated work, small. cuts or containers of materials, complete
units of repetitively-used products, color/texture/pattern swatches and range sets, specimens
for coordination of visual effect,. graphic symbols and units of work to be used by the
ENGINEER or OWNER for independent inspection and testing, as applicable to the work.
1.03 CONTRACTOR'S RESPONSIBILITIES
A. The CONTRACTOR shall furnish the ENGINEER with a computerized schedule of shop
drawing submittals fixing the respective dates for the submission of shop and working drawings,
the beginning of manufacture, testing and installation of materials, supplies and equipment. This
schedule shall indicate the dates that are critical to the progress schedule. This computerized
schedule shall be submitted within thirty days of the effective date of the contract.
B. Review shop drawings, product data and samples, including those by subcontractors, prior to
submission to determine and verify the following:
1. Field Measurements
2. Field Construction Criteria
3. Catalog Numbers and Similar Data
4. Conformance with Related Sections
C. Each shop drawing, sample and product data submitted by the CONTRACTOR shall have affixed
to it the following Certification Statement including the CONTRACTOR's Company name and
signed by the CONTRACTOR: "Certification Statement: by this submittal, I hereby represent that
I have determined and verified all field measurements, field construction criteria, materials,
dimensions, catalog numbers and similar data and I have checked and coordinated each item with
other applicable approved shop drawings and all Contract requirements." Shop drawings and
product data sheets II-in x 17-in and smaller shall be bound together in an orderly fashion and
bear the above Certification Statement on the cover sheet. The cover sheet shall fully describe
the packaged data and include a listing of all items within the package. Provide to the Resident
Project Representative a copy of each transmittal sheet for shop drawings, product data and
samples at the time of submittal to the ENGINEER.
D. The CONTRACTOR shall utilize a computerized lO-character submittal identification numbering
system in the following manner:
1. The first character shall be a D, S, P, M, or R, which represents Shop/Working Drawing and
other Product Data (D), Sample (S), Preliminary Submittal (P), Operating/ Maintenance
Manual (M), or Request for Information (R).
2. The next five digits shall be the applicable Section Number.
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3. The next three digits shall be the numbers 001 to 999 to sequentially number each initial
separate item or drawing submitted under each specific Section Number.
4. The last character shall be a letter, A to Z, indicating th~ submission, or resubmission of the
same Drawing, i.e., "A=1st submission, B=2nd submission, C=3d submission, etc. A typical
submittal number would be as follows:
D-03300~OO8-B where
D = Shop Drawing
03300 = Section for Concrete
008 = The eighth initial submittal under this section
B = The second submission (first resubmission) of that particular shop
drawing.
E. Notify the ENGINEER in writing, at the time of submittal, of any deviations in the submittals
from the requirements of the Contract Documents.
F. The review and approval of shop drawings, samples or product data by the ENGINEER shall not
relieve the CONTRACTOR from the responsibility for the fulfillment of the terms of the
Contract. All risks of error and omission are assumed by the CONTRACTOR and the
ENGINEER will have no responsibility therefore.
G. No portion of the work requiring a shop drawing, sample, or product data shall be started nor
shall any materials be fabricated or installed prior to the approval or qualified approval of such
item. Fabrication performed, materials purchased or on-site construction accomplished which
does not conform to approved shop drawings and data shall be at the CONTRACTOR's risk. The
OWNER will not be liable for any expense or delay due to corrections or remedies required to
accomplish conformity.
H. Project work, materials, fabrication, and installation shall conform with approved shop drawings,
applicable samples, and product data.
1.04 SUBMISSION REQUIREMENTS
A. Make submittals promptly in accordance with approved schedule and in such sequence as to
cause no delay in the Work or in the work of any other CONTRACTOR.
B. Each submittal, appropriately coded, will be returned within 30 working days following receipt of
submittal by the ENGINEER.
C. Number of submittals required:
I. Shop Drawings: Six (6) copies plus number of copies returned to CONTRACTOR.
2. Product Data: Six copies plus number of copies returned to CONTRACTOR.
3. Samples: Submit the number stated in the respective Sections
. D. Submittals shall contain a Letter of Transmittal in conformance with the following:
1. The date of submission and the dates of any previous submissions
2. The Project title and number
3. CONTRACTOR identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the section number, page and paragraph(s)
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6. Field dimensions~ clearly identified as such
7. Relation to adjacent or critical features of the work or materials
8. Applicable standards, such as ASTM or Federal Standards numbers
9. Identification of deviations from Contract Documents
10. Identification of revisions on resubmittals
11. A blank space suitably sized for CONTRACTOR and ENGINEER stamps
12. Where calculations are required to be submitted by the CONTRACTOR, the calculations
shall have been checked by a qualified individual other than the preparer. The submitted
calculations shall clearly show the names of the preparer and of the checker.
1.05 REVIEW OF SHOP DRAWINGS, PRODUCT DATA, WORKING DRAWINGS AND
SAMPLES
A. The review of shop drawings, data and samples will be for general conformance with the
design concept and Contract Documents. They shall not be construed:
1. as permitting any departure from the Contract requirements;
2. as relieving the CONTRACTOR of responsibility for any errors, including details,
dimensions, and materials;
3. as approving departures from details furnished by the ENGINEER, except as otherwise
provided herein.
B. The CONTRACTOR remains responsible for details and accuracy, for coordinating the work
with all other associated work and trades, for selecting fabrication processes, for techniques
of assembly, and for performing work in a safe manner.
C. .If the shop drawings, data or samples as submitted describe variations and show a departure
from the Contract requirements which ENGINEER finds to be in the interest of the OWNER
and to be so minor as not to involve a change in Contract Price or Contract Time, the
ENGINEER may return the reviewed drawings without noting an exception.
D. Submittals will be returned to the CONTRACTOR under one of the following codes:
Code 1 - "APPROVED" is assigned when there are no notations or comments on the
submittal. When returned under this code the CONTRACTOR may release the
equipment and/or material for manufacture.
.;j
Code 2 - "APPROVED AS NOTED", This code is assigned when a confirmation of the
notations and comments IS NOT required by the CONTRACTOR. The
CONTRACTOR may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the final product.
Code 3 - "APPROVED AS NOTED/CONFIRM". This combination of codes is assigned
when a confirmation of the notations and comments IS required by the
CONTRACTOR. The CONTRACTOR may, at his own risk, release the
equipment or material for manufacture; however, all notations and comments must
be incorporated into the final product. This confirmation shall specifically address
each omission and nonconforming item that was noted. Confirmation is to be
received by the ENGINEER within 15 calendar days of the date of the.
ENGINEER's transmittal requiring the confirmation.
Code 4 - "APPROVED AS NOTED/RESUBMIT". This combination of codes is assigned
when notations and comments are extensive enough to require a resubmittal of the
package. This resubmittal is to address all comments, omissions and
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non-conforming items that were noted. Resubmittal is to be received by the
ENGINEER within 15 calendar days of the date of the ENGINEER's transmittal
requiring the resubmittal.
Code 5 - "NOT APPROVED" is assigned when the submittal does not meet the intent of the
Contract Documents. The CONTRACTOR must resubmit the entire package
revised to bring the submittal into conformance. Itmay be necessary to resubmit
using a different manufacturer/vendor to meet the Contract Documents.
Code 6 - "COMMENTS A TT ACHED" is assigned where there are comments attached to
the returned submittal which provide additional data to aid the CONTRACTOR.
Codes 1 through 5 designate the status of the reviewed submittal with Code 6 showing there
has been &n attachment of additional data.
E. Resubmittals will be handled in the same manner as first submittals. On resubmittals the
CONTRACTOR shall identify all revisions made to the submittals, either in writing on the letter
of transmittal or on the shop drawings by use of revision triangles or other similar methods. The
resubmittal shall clearly respond to each comment made by the ENGINEER on the previous
submission. Additionally, the CONTRACTOR shall direct specific attention to any revisions
made other than the corrections requested by the ENGINEER on previous submissions.
F. Partial submittals may not be reviewed. The ENGINEER will be the only judge as to the
completeness of a submittal. Submittals not complete will be returned to the CONTRACTOR
and will be considered "Not Approved" until resubmitted. The ENGINEER may at his option
provide a list or mark the submittal directing the CONTRACTOR to the areas that are
incomplete.
G. Repetitive Review
I. Shop drawings and other submittals will be reviewed no more than twice at the OWNER's
expense. All subsequent reviews will be performed at times convenient to the ENGINEER
and at the CONTRACTOR's expense, based on the ENGINEER's then prevailing rates. The
CONTRACTOR shall reimburse the OWNER for all such fees invoiced to the OWNER by
the ENGINEER. Submittals are required until approved.
2. Any need for more than one resubmission, or any other delay in obtaining ENGINEER's
review of submittals, will not entitle CONTRACTOR to extension of the Contract Time.
H. If the CONTRACTOR considers any correction indicated on the shop drawings to constitute a
change to the Contract Documents, the CONTRACTOR shall give written notice thereof to the
ENGINEER at least 7 working days prior to release for manufacture.
I. When the shop drawings have been completed to the satisfaction of the ENGINEER, the
CONTRACTOR shall carry out the construction in accordance therewith and shall make no
further changes therein except upon written instructions from the ENGINEER.
J. Only the ENGINEER will utilize the color "red" in marking submittals.
K. Before final payment is made, the CONTRACTOR shall furnish to the ENGINEER six (6) sets of
record shop drawings as described in Section 01720 and one (1) set of record shop drawings in
electronic file formal.
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1.06 DISTRIBUTION
A. . Distribute reproductions of approved shop drawings and copies of approved product data and
samples, where required, to the job site file and elsewhere as directed by the ENGINEER.
Number of copies shall be as directed by the ENGINEER but shall not exceed six.
1.07 CONSTRUCTION PHOTOGRAPHS
A. Provide 75 color pre-construction photographs and a digital videotape of the project areas.
Provide an average of 24 color photographs per month made of the work during its progress and
75 color photographs of the completed facilities. The photographs shall be of such views and
taken at such times as the ENGINEER directs.
B. All photographic work shall be done by a qualified, established commercial photographer
acceptable to the ENGINEER. Three prints of each photograph shall be furnished promptly to
the ENGINEER, and each print shall have a glossy finish and be mounted in plastic sleeving on a
substantial backing. The overall dimensions of each mounted print shall be 8-in by lO-in with
1-1/4-in flexible binding margin on the long top side to permit storage in standard 3-ring binders.
C. The film negatives shall be retained in the files of the photographer until the completion of the
project and shall then be turned over to the ENGINEER.
D. Each photograph shall have attached to the backing a paper label, approximately 2-1/4-in wide by
1-3/4-in high containing thereon in neat lettering:
I. Contractor's name
2. Short Description of View
3. Photo Number and Date Taken
4. Photogr~pher's Finn Name
1.09 SCHEDULES
A. Provide all schedules required by Section 01310, and in the General Conditions, Schedule and
Progress Reports.
1.10 PROFESSIONAL ENGINEER (P.E.) CERTIFICATION FORM
A. If specifically required in other related Sections, submit a P.E. Certification for each item
required, in the form attached to this Section, completely filled in and stamped.
1.11
GENERAL PROCEDURES FOR SUBMITTALS
1'-"
.
A. Coordination of Submittal Times: Prepare and transmit each submittal sufficiently in advance of
performing the related work or other applicable activities, or within the time specified in the
individual work of other related Sections, so that the installation will not be delayed by
processing times including disapproval and resubmittal (if required), coordination with other
submittals, testing, purchasing, fabrication, delivery and similar sequenced activities. No
extension of time will be authorized because of the CONTRACTOR's failure to transmit
submittals sufficiently in advance of the Work.
END OF SECTION
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P.E. CERTIFICATION FORM
The undersigned hereby certifies that he/she is a professional engineer registered in the State
of Florida and that he/she has been employed by
to design
(Name of Contractor)
(Insert P.E. Responsibilities)
in accordance with Section
for the
(Name of Project)
The undersigned further certifies that he/she has performed the design of the
, that said design is in confonnance
(Name of Project)
with all applicable local, state and federal codes, rules, and regulations, and that his/her signature and
P.E. stamp have been affixed to all calculations and drawings used in, and resulting from, the design.
The undersigned hereby agrees to make all original design drawings and calculations available to the
(Insert Name of OWNER)
or OWNER's representative within seven days following written request therefore by the OWNER.
P.E. Name
Contractor's Name
Signature
Signature
Address
Title
Address
1.....+
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SECTION 01310
CONSTRUCTION SCHEDULES
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. The CONTRACTOR shall prepare and submit to the ENGINEER for review, a practicable and
feasible schedule, showing the order in which the CONTRACTOR proposes to carry on the Work,
and the dates upon which he proposes to start and complete each of the salient features, including
the dates for submittals and approval of samples and shop drawings, and the procurement of
materials, plant and equipment. The Construction schedule shall consist of a critical path network
showing contemplated completion percentages and arranged to record actual completion
percentages at stated intervals.
B. The Construction schedule shall be kept up-to-date and the current updated schedule shall be
submitted to the ENGINEER monthly with the request for payment. If the CONTRACTOR fails
to submit the required updated schedule within the time prescribed, the ENGINEER shall not
approve of progress payment estimates until such time as the CONTRACTOR submits the
required updated schedule.
C. The Construction schedule shall in general determine the order in which the W OI'k is to proceed.
The ENGINEER, however, may order and authorize minor changes of this schedule whenever
such changes are of definite advantage to the OWNER or necessary for the operations of the
OWNER.
D. The CONTRACTOR shall designate an authorized representative of his fIrm who shall be
responsible for development and maintenance of the schedule and of progress and payment
reports. This representative of the CONTRACTOR shall have direct project control and complete
authority to act on behalf of the CONTRACTOR in fulfilling the commitments of the
CONTRACTOR's schedule.
E. The schedule shall include the individual activities associated with Substantial Completion,
Completion, and Final Inspection, and readiness for Final Payment as required by the General and
Supplementary Conditions and Contract Closeout procedures.
1.02 RELATED REQUIREMENTS
A. COUNTY Exhibit "f': General Terms and Conditions.
B. Section 01010: Summary of Work.
f -'~ C. Section 01200: Project Meetings.
D. Section 01300: Submittals.
E. Section 01700: Contract Closeout.
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1.03 CRITICAL PATH METHOD CONSTRUCTION SCHEDULE
A. The CONTRACTOR shall submit within ten (10) days after the effective date of the Agreement, a
preliminary schedule indicating planned operations during the first 60 days. Cost of activities
expected to be completed or partiany completed before submission and approval of the whole s-
chedule shall be included.
B. Within forty-five (45) days after the Effective Date of the Agreement, a complete network analysis
system shan be submitted and shall consist of a detailed network, mathematical analysis and
network diagram. Three (3) copies shall be provided.
1. The network diagram shall show the order and interdependence of activities and the sequence
in which the Work is to be accomplished as planned by the CONTRACTOR to reach
Substantial Completion and Completion and readiness for Final Payment within the Contract
Times. ~he basic concept of a network analysis diagram will be fonowed to show how the
start of a given activity is dependent on the completion of preceding activities and its
completion restricts the start of following activities. .
2. Detailed network activities shown on the network diagram shall include, in addition to
construction activities, the submittal for approval of samples and shop drawings, the
procurement of critical materials and equipment, fabrication of special materials and
equipment and their installation and testing.
3. Related activities shall be grouped on the network. The activities on the critical paths shall be
highlighted. The network shall be time scaled using units of approximately one-half inch
equals one week or other suitable scale approved by the ENGINEER. Weekends and holidays
shall be indicated. Where slack exists, the activities shan be shown at the earliest time they are
scheduled to be accomplished. Sheet size shall be 30" x 60" minimum.
4. The mathematical analysis of the network diagram shall include a tabulation of each activity
shown on the detailed network diagram. The fonowing information shan be furnished as a
minimum for each activity.
a. Preceding and following event numbers
b. Activity description
c. Estimated duration of activities in units of working days (being the best estimate available
at time of computation)
d. Earliest start date (by calendar date)
e. Earliest fmish date (by calendar date)
f. Schedule or actual start date (by calendar date)
g. Scheduled or actual finish date (by calendar date)
h. Latest start date (by calendar date)
1. Latest finish date (by calendar date)
J. Slack or float
k. Monetary value of activity
I. Responsibility for activity (prime CONTRACTOR, subcontractors, suppliers)
m. Manpower required by trade and by total. Graphic representatives will be allowed
5. The mathematical analysis shall list the activities in sorts or groups as follows:
a. By the preceding event number from lowest to highest and then in the order of the
following event number
b. By the amount of slack, then in order of activity number
c. By responsibility in order of earliest start date
6. Initial submittal and complete revisions shall be submitted in three copies.
C. Review of the system shall be as follows:
1. The CONTRACTOR shall participate in a review and evaluation of the proposed network
diagrams and analysis by the ENGINEER within fourteen (14) days after receipt. Any
revisions necessary as a result of this review shan be resubmitted to the ENGINEER within
:'~'.J
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ten (10) days after the conference. Twenty (20) days will be allowed for checking and further
action by the ENGINEER. Progress payments will be withheld pending attainment of a
mutually acceptable schedule. The mutually acceptable schedule shall then be the schedule to
be used by the CONTRACTOR for planning, organizing, directing and executing the Work
and for reporting progress. If the CONTRACTOR thereafter desires to make changes in his
method of operating and scheduling he shall notify the ENGINEER in writing stating the
reasons for the change. If the ENGINEER considers these changes to be of a major nature he
may require the CONTRACTOR to revise and submit, without additional cost to the
OWNER, all of the affected portion of the network diagram and mathematical analysis to
show the effect on the entire project. A change may be considered of a major nature if the time
estimated to be required or actually used for an activity or the logic of sequence of activities is
varied from the original plan to a degree that there is reasonable doubt as to the effect on the
Contract completion date or dates. Changes that affect activities with adequate slack time shall
be considered as minor changes, except that an accumulation of minor changes may be
considered as a major change when their cumulative effect might affect the Contract comple-
tion date.
D. The CONTRACfOR shaH submit at intervals of thirty (30) days a report of the actual construction
progress including Contract Closeout by updating the mathematical analysis. All contract changes,
including pending and approved change orders and field orders shall be included in the updated
schedule. Revisions causing changes in the detailed network shall be noted on the network or a
revised issue of the affected portions of the detailed network furnished. The network shall be
revised as necessary for the sake of clarity.
E. The report shaH show the activities or portions of activities completed during the reporting period
and their total value as basis for the CONTRACTOR's periodic request for payment. Coordinate
with Schedule of Values specified in COUNTY Exhibit "D" and Contract Closeout specified in
Section 0 1700. The report shall state the percentage of the Work actually completed and schedule
as of the report date and the progress along the critical path in terms of days ahead or behind the
allowable dates. If the project is behind schedule, progress along other paths with negative slack
shall be reported. Percentage of work actually completed will be reviewed by the ENGINEER in
accordance with procedures set forth in the General Conditions. If the CONTRACTOR fails to
submit the required monthly reports and updates within the time prescribed, the ENGINEER may
withhold approval of progress payment estimates until such time as the CONTRACTOR submits
the required reports and updates. Six (6) copies of the report shall be submitted for each update.
F. The CONTRACTOR shall simultaneously submit five copies of a narrative report with the
updated analysis that shall include but not be limited to a description of the problem areas, current
and anticipated delaying factors, their impact, and an explanation of corrective actions taken or
proposed.
G. Extensions of time for performance required under the Contract Documents will be granted only to
the extent that equitable time and adjustments for the activity or activities affected exceed the total
float or slack along the channels involved.
.......~
H. The schedule shaH include the various individual activities associated with obtaining Substantial
Completion and readiness for Final Payment.
1.04 DISTRIBUTION
A. Distribute copies of the reviewed schedules to:
1. ENGINEER (three copies)
2. Job site file
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3. Subcontractors
4. Other concerned parties
5. OWNER (two copies)
B. Instruct recipients to report promptly to the CONTRACTOR, in writing, any problems anticipated
by the projections shown in the schedules.
PART 2 - PRODUCTS - NOT USED
PART 3 -EXECUTION
3.01 RESPONSffiILITY FOR SCHEDULE COMPLIANCE
A. The CONTRACTOR agrees that whenever it becomes apparent from the current monthly CPM
schedule and CPM Status Report that delays to the critical path have resulted, and hence, that the
contract completion date will not be met or when so directed by the ENGINEER, he will take
some or all of the following actions at no additional cost to the OWNER, submitting to the
ENGINEER for approval, a written statement of the steps he intends to take to remove or arrest the
delay to the critical path in the approved schedule.
1. Increased construction manpower in such quantities and crafts as will substantially eliminate,
in the judgment of the ENGINEER, the backlog of work.
2. Increase the number of working hours per shift, shifts per working days per week, the amount
of construction equipment, or any combination of the foregoing, sufficiently to substantially
eliminate, in the judgment of the ENGINEER, the backlog of work.
3. Reschedule activities to achieve maximum practical concurrency of accomplishment of
activities, and comply with the revised schedule.
4. Costs incurred by the OWNER arising from such lengthening of hours, including furnishing of
Inspectors, shall be the CONTRACTOR's responsibility and shall be deducted from monies
due him. Failure of the CONTRACTOR to comply with the requirements of the ENGINEER
may be grounds for determination by the OWNER that the CONTRACTOR is not proceeding
at such rates as will insure completion within the specified time and may result in the
termination of the right of the CONTRACTOR to continue the work.
3.02 ADruSTMENT OF CONTRACT SCHEDULE AND COMPLETION TIME
A. If the CONTRACTOR desires to make changes in his method of operating which affect the
approved CPM schedule, he shall notify the ENGINEER in writing stating what CPM changes are
proposed and the reason for the change. If the ENGINEER approves these changes, the
CONTRACTOR shall revise and submit for approval, without additional cost to the OWNER, all
of the affected portion of the CPM network. The CPM schedule shall be adjusted by the
CONTRACTOR only after prior approval of his proposed changes by the ENGINEER.
B. Adjustments may consist of changing portions of the activity sequence and/or activity duration,
division of approved activities, or other adjustments as may be approved by the ENGINEER. The
addition of extraneous, non-working activities and/or activities which add unapproved restraints to
the CPM schedule shall not be approved.
C. If the completion of any activity, whether or not critical, falls more than one hundred percent
(100%) behind its approved duration, the CONTRACTOR shall submit for approval a schedule
adjustment showing each such activity divided into two activities reflecting completed versus
uncompleted work.
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D. Shop drawings that are not approved on the ftrst submittal or within the schedule time shall be
immediately rescheduled, as well as pipelines and tanks that do not pass leak tests.
E. The contract completion time will be adjusted only for causes specified in this contract. In the
event the CONTRACTOR requests an extension of any contract completion date, he shall furnish
such justification and supporting evidence as the ENGINEER may deem necessary for a
determination as to whether the CONTRACTOR is entitled to an extension of time under the
provisions of this contract. ENGINEER will, after receipt of such justification and supporting
evidence make fmdings of fact and will advise the CONTRACTOR in writing thereof. If the
ENGINEER fmds that the CONTRACTOR is entitled to any extension of the contract completion
date under the provisions of this contract, the ENGINEER's determination as to the total number
of days of extension shall be based upon the currently approved CPM schedule and on all data
relevant to the extensipn. Such data shall be included in the next monthly updating of the
schedule. The CONTRACTOR acknowledges and agrees that actual delays in activities that,
according to the CPM schedule, do not affect any contract completion date shown by the critical
path in the network do not have any effect on the contract completion date or dates, and therefore,
will not be the basis for a change therein.
F. From time to time it may be necessary for the contract schedule and/or completion time to be
adjusted by the ENGINEER to reflect the effects of job conditions, weather, technical difficulties,
strikes, unavoidable delays on the part of the OWNER or his representatives, and other
unforeseeable conditions which may indicate schedule adjustments and/or completion time
extension. Under such conditions, the CONTRACTOR shall reschedule the work and/or contract
completion time to reflect the changed conditions, and the CONTRACTOR shall revise his
schedule accordingly. No additional compensation shall be made to the CONTRACTOR for such
schedule changes, except for unavoidable overall contract time extensions beyond the actual
completion of all unaffected work in the contract, in which case the CONTRACTOR shall take all
possible action to minimize any time extension and any additional cost to the OWNER. It is
speciftcally pointed out that the use of available float time in the CPM schedule may be used by
the OWNER as defined by the ENGINEER, as well as by the CONTRACTOR. Float time is
defmed as the amount of time between the early start date, and the late start date, or the early fmish
date and the late fmish date, of any of the activities in the schedule.
G. The OWNER controls the float time in the approved CPM network and, therefore, without
obligation to extend either the overall completion date or any intermediate completion dates set out
in the CPM network, the OWNER may initiate changes to the contract work that absorb float time
only. OWNER -initiated changes that affect the critical path on the approved CPM network shall
be the sole grounds for extending (or contracting) said completion dates. CONTRACTOR-
initiated changes that encroach on the float time identified in the approved CPM network may be
accomplished with the OWNER's concurrence. Such changes, however, shall give way to
OWNER -initiated changes competing for the same float time.
3.03 COORDINATING SCHEDULES WITH OTHER CONTRACT SCHEDULES
';'
A. Where work is to be performed under this contract concurrently with and/or contingent upon work
performed on the same facilities or area under other contracts, the CONTRACfOR's CPM
schedule shall be coordinated with the schedules of the other contracts. The CONTRACTOR
shall obtain the schedules of the other appropriate contracts from the ENGINEER for the
preparation and updating of his CPM schedule and shall be make the required changes in his
schedule when indicated by changes in corresponding schedules.
END OF SECTION
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SECTION 01370
SCHEDULE OF V ALVES
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Submit to the ENGINEER a Preliminary Schedule of Values allocated to the various portions of the
Work, within 10 days after the Effective date of the Agreement.
B. Upon request of the' ENGINEER, support the values with data which will substantiate their
correctness.
C. Refine the Schedule of Values to reflect the requirements of Articles titled "Quantities of Work" and
"Payments" of the Contract Standards, General Conditions. The final Schedule of Values shall be
used only as the basis for the CONTRACTOR's Applications for Payment and shall conform to
CO UNTY' s Exhibit "D" - Contractor Application for Payment Form.
1.02 FORM AND CONTENT OF SCHEDULE OF VALVES
A. Type schedu~e on 8-1/2 inch x 11 inch or 8-1/2 inch x 14 inch white paper furnished by the OWNER;
CONTRACTOR's standard forms and automated printout will be considered for approval by the
ENGINEER upon CONTRACTOR's request. Identify schedule with:
1. Title of Contract and location.
2. ENGINEER and Contract numbers.
3. Name and Address of CONTRACTOR.
4. Contract designation.
5. Date of submission.
B. Schedule shall list the installed value of the component parts of the Work in sufficient detail to serve
as a basis for computing values for progress payments during construction.
C. Identify each line item with the number and title of the respective major section of the specifications.
D. For each major line item list sub-values of major products or operations under the item.
E. For the various portions of the Work:
1. Each item shall include a directly proportional amount of the CONTRACTOR's overhead and
profit.
2. For items on which progress payments will be requested for stored materials, break down the
value into:
, ~~ a. The cost of the materials, delivered and unloaded, with taxes paid. Paid invoices are required
for materials upon request by the ENGINEER.
b. The total installed value.
F. The sum of an lump sum values listed in the schedule shall equal the total Contract Sum.
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1.03 SCHEDULE OF COST FOR MAJOR STRUCTURES AND/OR AREAS OF WORK
To assist in the evaluation of the Apparent Low Bidder's Bid and his qualifications to perform the
work under the Contract, the Apparent Low Bidder shall submit a cost breakdown to show his
allocation among the general items which comprise the lump sum price for the Base Bid.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION
\
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SECTION 01380
CONSTRUCTION PHOTOGRAPHS
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Employ competent photographer to take construction record photographs prior to commencement
of work and monthly during course of the Work. In lieu of photographs, CONTRACTOR may
provide color audiovisual tapes.
1.02 PHOTOGRAPHY REQUIRED
A. A minimum of 24 photographs shall be taken at the treatment plant prior to the beginning of
construction. These photographs shall provide views of the construction area, access roads,
storage and staging areas. All areas shall also be digital videotaped by the CONTRACTOR prior
to starting construction.
B. Provide monthly photographs taken on cutoff date for each scheduled Application for Payment..
C. A minimum of 12 photographs shall be taken at the treatment plant each month and submitted in
accordance with 1.02A. The photographs shall document each stage of construction and include
new construction, demolition, modifications to existing structures, installation of equipment and
yard piping.
D. Views and quantities required:
1. At each specified time, photographs project from a minimum of five (5) different views, as
approved by the ENGINEER.
2. Provide three prints of each view.
3. Aerial photographs may be used upon prior approval by the OWNER.
E. Negatives:
I. The photographer shall maintain negatives for a period of two (2) years from Date of
Substantial Completion of entire project and then shall convey the negatives to the OWNER.
2. Photographer shall agree to furnish additional prints to OWNER and the ENGINEER at
commercial rates applicable at time of purchase. Photographer shall also agree to participate
as required in any litigation requiring the photographer as an expert witness.
1.03 COSTS OF PHOTOGRAPHY
A. The CONTRACTOR shall pay costs for specified photography and prints.
1. Parties requiring additional photography or prints will pay photographer directly.
'-;\
PART 2 - PRODUCTS
2.01 PRINTS
A. Color:
1. Paper: Single weight, color print paper.
2. Finish: Smooth surface, glossy.
3. Size: 8-inch x 10-inch.
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B. Identify each print on back, listing:
1. Name of Project.
2. Orientation of View.
3. Date and time of exposure.
4. Name and address of photographer.
5. Photographer's numbered identification of exposure.
PART 3 - EXECUTION
3.01 TECHNIQUE
A. Factual presentation.
B. Correct exposure and focus.
1. High resolution and sharpness.
2. Maximum depth-of-field.
3. Minimum distortion.
3.02 VIEWS REQUIRED
A. Photograph from locations to adequately illuSlratecondition of construction and state of progress.
1. At successive periods of photography, take at least one photograph from the same overall view
as previously.
2. Consult with the ENGINEER at each period of photography for instructions concerning views
required.
3.03 ASSEMBLY AND DELIVERY OF PRINTS
A. Deliver prints to the ENGINEER to accompany each Application for Payment.
B. Distribution of prints as soon as processed is anticipated to be as follows:
1. OWNER (one set).
2. ENGINEER (two sets).
3. Project Record File (one set to be stored by CONTRACTOR).
4. CONTRACTOR (one set).
C. No construction shall start until pre-construction photographs and digital videotape are completed
and submitted to ENGINEER.
D. Each print shall be inserted into a separate, archival type, non-glare, three-hole punched photo
protector.
E. Provide a suitable three-ring binder for each set of prints to hold all photographs. Each binder
shall be labeled with the name of the receiver, project name and number.
END OF SECTION
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10F ·
SECTION 01410
TESTING AND TESTING LABORATORY SERVICES
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. CONTRACTOR will employ and pay for the services of a Testing Laboratory to perform testing
specifically indicated on the Contract Documents and may at any other time elect to have materi-
als and equipment tested for conformity with the Contract Documents.
1. CONTRACTOR shall cooperate with the laboratory to facilitate the execution of its
required services.
2. Employment of the laboratory by the OWNER shall in no way relieve CONTRACTOR's
obligations to perform the Work of the Contract for Construction.
3. CONTRACTOR shall schedule the testing requirements with the OWNER's laboratory.
1.02 RELATED REQUIREMENTS
A. Conditions of the Contract: Inspections and testing required by laws, ordinances, rules,
regulations, orders or approvals of public authorities.
B. Respective sections of specifications: Certification of products.
C. Each specification section listed: Laboratory tests required, and standards for testing.
D. Testing Laboratory inspection, sampling and testing is required for but not limited to the
following:
1. Section 02513: Asphaltic Concrete Paving.
2. Section 03200: Concrete Reinforcement.
3. Section 03300: Cast-in-Place Concrete
1.03 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY
A. Laboratory is not authorized to:
1. Release, revoke, alter or enlarge on requirements of Contract Documents.
2. Approve or accept any portion of the Work.
3. Perform any duties of the CONTRACTOR.
1.04 CONTRACTOR'S RESPONSffiILITIES
A. Cooperate with laboratory personnel, provide access to work, to MANUFACTURER's
'''l operations.
B. Secure ai1d deliver to the laboratory adequate quantities of representational samples of materials
proposed to be used and which require testing.
C. Provide to the laboratory the preliminary design mix proposed to be used for concrete, and other
materials mixes that require control by the testing laboratory.
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D. Materials and equipment used in the performance of work under this Contract are subject to
inspection and testing at the point of manufacture or fabrication. Standard specifications for
quality and workmanship are indicated in the Contract Documents. The ENGINEER may
require the CONTRACfOR to provide statements or certificates from the MANUFACTURERS
and fabricators that the materials and equipment provided by them are manufactured or
fabricated in full accordance with the standard specifications for quality and workmanship
indicated in the Contract Documents. All costs of this testing and providing statements and
certificates shall be a subsidiary obligation of the CONlRACTOR, and no extra charge to the
OWNER shall be allowed on account of such testing and certification.
E. Furnish incidental labor and facilities:
1. To provide access to work to be tested.
2. To obJ_ain and handle samples at the Project site or at the source of the product to be tested.
3. To facilitate inspections and tests.
4. For storage and curing of test samples.
F. Notify laboratory sufficiently in advance of operations to allow for laboratory assignment of
personnel and scheduling of tests.
1. When tests or inspections cannot be performed after such notice, reimburse OWNER for
laboratory personnel and travel expenses incurred due to CONTRACTOR's negligence.
G. Employ and pay for the services of the same or a separate, equally qualified independent testing
laboratory to perform additional inspections, sampling and testing required for the
CONTRACTOR's convenience.
H. If the test results indicate the material or equipment complies with the Contract Documents, the
OWNER shall pay for the cost of the testing laboratory. If the tests and any subsequent retests
indicate the materials and equipment fail to meet the requirements of the Contract Documents, the
CONTRACfOR may pay for the laboratory costs directly to the testing fmn or the total of such
costs shall be deducted from any payments due the CONlRACTOR.
PART 2 - PRODUCfS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION
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1 OF'.
SECTION 01505
MOBILIZA nON
PART 1 - GENERAL
1.01 DEFINITION AND SCOPE
A. As required for the proper performance and completion of the Work, mobilization shall include, but
not be limited to, the following principal items:
1. Move onto the site all CONTRACTOR's plant and equipment required for the first month's
operation.
2. Install t~tIlPOrary construction power, wiring and lighting facilities.
3. Establish a fire protection plan and safety program.
4. Secure construction water supply.
5. Provide field office trailers for CONTRACTOR.
6. Provide on-site sanitary facilities and potable water facilities.
7. Arrange for and erect CONTRACTOR's work and storage yard and employee's parking facilities.
8. Submit all required insurance certificates and bonds.
9. Obtain all required permits.
10. Post all OSHA, FDEP, Department of Labor, and all other required notices.
11. Have CONTRACTOR's project manager and/or superintendent at the job site full time.
12. Submit a detailed construction schedule acceptable to the ENGINEER and OWNER.
13. Submit cash flow in tabular and graphic form to the ENGINEER and OWNER.
14. Submit a fInalized Schedule of Values of the Work in the OWNER approved format.
15. Submit a hurricane/emergency response preparedness plan acceptable to the ENGINEER and the
OWNER.
16. Submit standardized traffic maintenance and control plans to OWNER.
17. Erect all required Project signs, if required.
18. Provide personnel emergency response procedures.
19. CONTRACTORS and Pump Suppliers personnel shall attend a Collier County's Risk
Management Plan and Process Safety Management Training Session prior to commencement of
construction work.
20. All CONTRACTORS and Pump Suppliers personnel shall obtain and wear a COUNTY security
badge at all times and to enter and leave project site from Collier County's Administration.
1.02 PAYMENT FOR MOBILIZATION
A. The CONTRACTOR's attention is directed to the condition that no payment for mobilization, or any
part thereof, wiJ] be approved for payment under the Agreement until all mobilization items listed
above have been satisfactorily completed as specified.
PART 2 - PRODUCTS (NOT USED)
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PART 3 -EXECUTION (NOT USED)
END OF SECTION
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SECTION 01510
TEMPORARY UTILITIES
PART I-GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install and maintain temporary utilities required for construction, remove on completion of
Work.
1.02 REQUIREMENTS OF REGULATORY AGENCIES
A. Comply with National Electric Code.
B. Comply with Federal, State and local codes and regulations and with utility company requirements.
C. Comply with County Health Department Regulations.
D. Comply with applicable OSHA Standards.
PART 2 - PRODUcrS
2.01 MATERIALS, GENERAL
A. Materials may be new or used, but must be adequate in capacity for the required usage, must not create
unsafe conditions, and must not violate requirements of applicable codes and standards.
2.02 TEMPORARY ELECTRICITY AND UGHTING
A. Arrange with utility company and OWNER to provide service required for power and lighting, and
pay all costs for service and for power used in the construction, testing and trial operation prior to fInal
acceptance of the work by the OWNER as stipulated by the ENGINEER. All cost associated with
obtaining temporary and permanent power will be at CONTRACTOR's expense.
B. Provide adequate artificial lighting for all areas of work when natural light is not adequate for work,
and for areas accessible to the public.
2.03 TEMPORARY HEAT AND VENTILATION
A. Provide temporary heat and ventilation as required to maintain adequate environmental conditions to
facilitate progress of the Work.
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B. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to disperse
humidity, and to prevent hazardous accumulations of dust, fumes, vapors or gases.
C. Portable heaters shall be standard approved units complete with controls.
D. Pay all costs of installation, maintenance, operation and removal, and for fuel consumed.
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E. Provide connections to existing facilities, extend and supplement with temporary units as required to
comply with requirements. Pay all costs of installation, maintenance, operation and removal.
2.04 TEMPORARY TELEPHONE SERVICE
A. Arrange with local telephone service company, provide direct line telephone service including an
external bell at the construction site for the use of personnel and employees. Service required:
1. One (1) direct line instrument in CONTRACTOR's Field Office for local service.
2. Other instruments at the option of the CONTRACTOR, or as required by regulations.
B. Pay all costs for installation, maintenance and removal, and service charges.
2.05 TEMPORARY_WATER'
A. Water used in connection with this project may be purchased from the Collier County's Water
Distribution System in accordance with the provisions of the OWNERS "Water Services Procedures
and Regulations."
B. Install at each and every connection to the OWNERS water supply a backflow preventer meeting the
requirements of ASA A40.6, latest revision. CONTRACTOR shall be required to meter all water
used.
2.06 TEMPORARY SANITARY FACILITIES
A. Provide sanitary facilities in compliance with laws and regulations. Refer to article titled "Sanitary
Facilities For Construction Personnel" of the General Conditions.
PART 3 - EXECUTION
3.01 GENERAL
A. Comply with applicable requirements specified in Division 15 - Mechanical, and in Division 16 _
Electrical.
B. Maintain and operate systems to assure continuous service.
C. Modify and extend systems as work progress requires.
3.02 REMOVAL
A. Completely remove temporary materials and equipment when their use is no longer required as
determined by the ENGINEER.
. B. Clean and repair damage caused by temporary installations or use of temporary facilities.
END OF SECTION
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SECTION 01520
CONSTRUCTION AIDS
PART 1 - GENERAL
1.01 REQurn.EMENTS INCLUDED
A. Furnish, install and maintain required construction aids, remove on completion of Work.
1.02 RELATED REQUIREMENTS
A. Section 01.QlO: Sunimary of Work
PART 2 - PRODUCTS
2.01 MATERIALS, GENERAL
A. Materials may be new or used, suitable for the intended purpose, but must not violate
requirements of applicable codes and standards.
2.02 CONSTRUCTION AIDS
A. Provide construction aids and equipment required by personnel and to facilitate execution of the
Work; scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes,
chutes and other such facilities and equipment.
1. Refer to respective sections for particular requirements for each trade.
B. When permanent stair framing is in place, provide temporary treads, platforms and railings, for
use by construction personnel.
C. Maintain facilities and equipment in fIrst-class condition.
D. Where and when required provide temporary stairs or ladders for daily access by OWNER's
personnel to inspect and maintain the pump stations.
2.03 TEMPORARY ENCLOSURES
A. Provide temporary weather-tight enclosure of exterior walls for successive areas of building as
work progresses, as necessary to provide acceptable working conditions, provide weather
protection for materials, allow for effective temporary heating, and to prevent entry of
unauthorized persons.
1. Provide temporary exterior doors with self-closing hardware and padlocks.
, -'l 2. Other enclosures shall be removable as necessary for work and for handling of materials.
PART 3 - EXECUTION
3.01 PREPARATION
A. Consult with the ENGINEER, review site conditions and factors that affect construction
procedures and construction aids, including adjacent properties and public facilities that may be
affected by execution of the Work.
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3.02 GENERAL
A. Comply with applicable requirements specified in sections of Divisions 2 through 16.
B. Relocate construction aids as required by progress of construction, by storage or work
requirements, and to accommodate legitimate requirements of OWNER and other
CONTRACTORS employed at the site.
3.03 REMOVAL
A. Completely remove temporary materials, equipment and services:
1. When constructIon needs can be met by use of permanent construction.
2. At completion of work.
B. Clean and repair damage caused by installation of or by use of temporary facilities.
1. Remove foundations and underground installations for construction aids.
2. Grade areas of site affected by temporary installations to required elevations and slopes, and
clean the area.
C. Restore permanent facilities used for temporary purposes to specified condition or in kind if not
specified.
END OF SECTION
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SEcrION 01590
FIELD OFFICES
PART I-GENERAL
1.01 REQUIREMENTS INCLUDED
A. Furnish, install and maintain temporary field offices for the CONTRAcrOR and ENGINEER
during entire construction period at the South Collier Regional Water Treatment Plant Facility.
B. Furnish, in~ta11 and maintain storage and work sheds needed for construction.
C. Furnish, install and maintain temporary field office for the ENGINEER during entire construction
period.
D. At completion of work, remove field offices, sheds and contents.
1.02 OTHER REQUIREMENTS
A. Prior to installation of offices, consult with the ENGINEER and OWNER on location, access and
related facilities.
B. Comply with National Electric Code.
C. Comply with federal, state and local codes and regulations and with utility company requirements.
D. Comply with County Health Department Regulations.
E. All security requirements for such facilities shall be provided and maintained by the
CONTRAcrOR.
F. Before the final estimate will be paid, and as directed by the ENGINEER, the CONTRAcrOR
shall clean up the area, remove any temporary facilities, finish grade, and restore the area to
original condition as approved by the ENGINEER.
1.03 REQUIREMENTS FOR FACILITIES
A. Construction:
1. Structurally sound, weathertight, with floors raised above ground.
2. Temperature transmission resistance: Compatible with occupancy and storage requirements.
3. At CONTRAcrOR's option, portable or mobile buildings may be used.
a. Mobile trailers, when used, shall be modified for office use.
b. Do not use mobile trailers for living quarters.
'')
B. CONTRAcrOR's Office and Facilities:
1. Size: As required for general use and to provide space for project meetings.
2. Lighting and temperature control:
a. Lighting: 50 foot-candles at desk top height.
b. Exterior lighting at entrance door.
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c. Automatic heating and mechanical cooling equipment (16,000 BTU) to maintain comfort
conditions.
3. Telephone: One direct line instrument. Fax Machine.
4. Racks and ftles for Project Record Documents.
5. Other furnishings: CONTRACTOR's option, see requirements of ENGINEERS facilities,
paragraph C. Two (2) 6-foot conference tables with 14 folding chairs.
6. One lO-inch (250 mm) outdoor-type thermometer and rain gage.
C. Trailer for the ENGlNEER:
1. A separate space for the sole use of designated occupants, with secme entrance doors and one
key per occupant.
2. Area: 250 sq. ft. minimum, with minimum dimension 10 feet.
3. Windows:
a. Minimum three (3).
b. Operable sash and insect screens.
c. Locate to provide view of construction areas.
4. Furnishings:
a.One (1) standard size desk, 3 foot x 5 foot with desk chair and three drawers.
b. One (1) layout table: minimum 39 inches x 72 inches.
c. One (1) plan racks to hold a minimum of six racks of project drawings.
d. One (1) standard four-drawer legal-size metal filing cabinets with locks and keys.
e.' Six (6) linear feet of bookshelves (min. 4-feet high)
f. Four (4) straight chairs.
g. One (10) electric calculator with tape, 12 digit minimum display
h. Two (2) wastebaskets.
1. One (1) tackboard, 36 inches x 30 inches.
J. One (1) fue extinguisher.
k. One (1) fHst aid kit, First Aid Kit No. 8029 or equal.
I. One (1) lO-inch Outside thermometer and rain gauge.
m. One (1) copy machine Cannon NP400 or equal.
n. Six (6) folding chairs and one (1) 4 foot x 8 foot conference table.
o. One facsimile, Sharp Model FO-330, or equal.
5. Services:
a. Lighting: 50 foot -candles at desk top height.
b. Exterior lighting at entrance door.
c. Automatic heating and mechanical cooling equipment sufficient to maintain comfort
conditions.
d. Minimum of four 110 volt duplex electric convenience outlets, at least one on each wall.
e. Electric distribution panel: Two circuits minimum, 110 volt, 60 hertz service.
f. Convenient access to drinking water (water cooler) and indoor toilet facilities.
g. Telephone: One direct line instrument with local and long distance access with three
extensions.
h. One (1) dedicated telephone line for the Facsimile.
D. The CONTRACfOR shall make all provisions and pay all installations and other costs for the
construction offices in order to provide water, sewer, telephone service Qocal and long distance),
power service, exterior lights and any dry type photocopy machine. The CONTRACTOR shall
pay all monthly charges for all various services provided to the ENGINEER's office throughout
the construction period.
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1.04 USE OF PERMANENT FACILITIES
A. Pennanent facilities shall not be used for field offices or for storage.
PART 2 - PRODUCTS
2.01 MATERIALS, EQUIPMENT, FURNISHINGS
A. May be new or used, but must be serviceable, adequate for required purpose, and must not violate
applicable codes or regulations.
PART 3 - EXECUTION
3.01 PREPARATION
A. Fill and grade sites for temporary structures to provide surface drainage.
3.02 INSTALLATION
A. Construct temporary field offices on proper foundations, provide connections for utility services.
1. Secure portable or mobile buildings when used.
2.. Provide steps and landings at entrance doors.
3. Provide hurricane tie-downs.
B. Mount thermometer at convenient outside location, not in direct sunlight.
C. Locate construction office facilities at the location approved by the OWNER within the work site.
3.03 MAINTENANCE AND CLEANING
A. Furnish, replace, and replenish light bulbs, fluorescent tubes, bottled water, toilet paper, paper
towels, soap, and other items required to maintain the office in a clean condition.
B. Wash floor and clean washroom fixtures at least once each week. Wash windows when needed or
when requested by the ENGlNEER. Sweep floor and dust furnishings daily.
C. Maintain office in first class condition for the duration of the Project.
3.04 REMOVAL
A. Remove temporary field offices, contents and services at a time when no longer needed.
B. Remove foundations and debris; grade site to required elevations and clean the areas.
'1;,
END OF SECTION
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SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Material and equipment incorporated into the Work:
1. Conform to applicable specifications and standards.
2. Comply with size, make, type and quality specified, or as specifically approved in writing by
the ENGINEER. .
3. Manufactured and Fabricated Products
a. Design, fabricate and assemble in accord with the best engineering and shop practices.
b. Manufacture like parts of duplicate units to standard sizes and gages, to be
interchangeable.
c. Two or more items of the same kind shall be identical, by the same MANUFACTURER.
d. Products shall be suitable for service conditions.
e. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless
variations are specifically approved in writing.
4. Do not use material or equipment for any purpose other than that for which it is designed or is
specified.
5. CONTRACTOR to maintain an updated electronic log of all materials and equipment.
1.02 RELATED REQUIREMENTS
A. The Contract Documents include, but are not limited to, the following related requirements:
1. Conditions of the Contract
2. Summary of Work is included in Section 01010.
3. Special Project Procedures are included in Section 01030.
4. Submittals are included in Section 01300.
5. Cleaning is included in Section 01710.
6. Operating and Maintenance Data is included in Section 01730.
7. Warranties and Bonds are included in Section 01740.
1.03 APPROVAL OF MATERIALS
A. Only new materials and equipment shall be incorporated in the work. All materials and
equipment furnished by the CONTRACTOR shall be subject to the inspection and approval of the
ENGINEER. No material shall be delivered to the work without prior approval of the
ENGINEER.
B. Within 30 days after the effective date of the Agreement, the CONTRACTOR shall submit to the
, 1 ENGINEER, data relating to materials and equipment he/she proposes to furnish for the work.
Such data shall be in sufficient detail to enable the ENGINEER to identify the particular product
and to form an opinion as to its conformity to the specifications. The data shall comply with
Section 01300.
C. Facilities and labor for handling and inspection of all materials and equipment shall be furnished
by the CONTRACTOR. If the ENGINEER requires, either prior to beginning or during the
progress of the work, the CONTRACTOR shall submit samples of materials for such special tests
as may be necessary to demonstrate that they conform to the specifications. Such samples shall
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be furnished, stored, packed, and shipped as directed at the CONTRACTOR's expense. Except as
otherwise noted, the OWNER will make arrangements for and pay for the tests.
D. The CONTRACTOR shall submit data and samples sufficiently early to permit consideration and
approval before materials are necessary for incorporation in the work. Any delay of approval
resulting from the CONTRACTOR's failure to submit samples or data promptly shall not be used
as a basis of claim against the OWNER or the ENGINEER.
E. In order to demonstrate the proficiency of workmen or to facilitate the choice among several
textures, types, finishes and surfaces, the CONTRACTOR shall provide such samples of
workmanship or finish as may be required.
F. The materials and equipment used on the work shall correspond to the approved samples or other
data.
1.04 MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION
A. When Contract Documents require that installation of work shall comply with
MANUFACTURER's printed instructions, obtain and distribute copies of such instructions to
parties involved in the installation, including 6 copies to the ENGINEER.
1. Maintain one set of complete instructions at the job site during installation and until
completion.
B. Handle, install, connect, clean, condition and adjust products in strict accord with such
instructions and in conformity with specified requirements.
I. Should job conditions or specified requirements conflict with MANUFACTURER's
instructions, consult with ENGINEER for further instructions.
2. Do not proceed with work without clear instructions.
C. Perform work in accordance with MANUFACTURER's instructions. Do not omit any
preparatory step or installation procedure unless specifically modified or exempted by Contract
Documents.
1.05 TRANSPORTATION AND HANDLING
A. Arrange deliveries of Products in accord with construction schedules, coordinate to avoid conflict
with work and conditions at the site.
1. Deliver Products in undamaged condition, in MANUFACTURER's original containers or
packaging, with identifying labels intact and legible.
2. Immediately on delivery, inspect shipments to assure compliance with requirements of
Contract Documents and approved submittals, and that Products are properly protected and
undamaged.
B. Provide equipment and personnel to handle Products by methods to prevent soiling or damage to
Products or packaging.
1.06 STORAGE AND PROTECTION
A. The CONTRACTOR shall furnish a covered, weather-protected storage structure providing a
clean, dry, noncorrosive environment for all mechanical equipment, valves, architectural items,
electrical and instrumentation equipment and special equipment to be incorporated into this
project. Storage of equipment shall be in strict accordance with the "instructions for storage" of
each equipment supplier and MANUFACTURER including connection of heaters, placing of
storage lubricants in equipment, etc. The CONTRACTOR shall furnish a copy of the
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MANUFACTURER's instructions for storage to the ENGINEER prior to storage of all equipment
and materials. Corroded, damaged or deteriorated equipment and parts shall be replaced before
acceptance of the project. Equipment and materials not properly stored will not be included in a
payment estimate.
B. Store Products in accordance with MANUFACTURER's instructions, with seals and labels intact
and legible and keep an updated electronic log.
1. Store products subject to damage by the elements in weather-tight enclosures.
2. Maintain temperature and humidity within the ranges required by MANUFACTURER's
instructions.
3. Store fabricated products above the ground, on blocking or skids, prevent soiling or staining.
Cover products which are subject to deterioration with impervious sheet coverings, provide
adequate ventilation to avoid condensation.
4. Store loose granular materials in a well-drained area on solid surfaces to prevent mixing with
foreign matter.
C. All materials and equipment to be incorporated in the work shall be handled and stored by the
CONTRACTOR before, during and after shipment in a manner to prevent warping, twisting,
bending, breaking, chipping, rusting and any injury, theft or damage of any kind whatsoever to
the material or equipment.
D. Cement, sand and lime shall be stored under a roof and off the ground and shall be kept
completely dry at all times. All structural and miscellaneous steel and reinforcing steel shall be
stored off the ground or otherwise to prevent accumulations of dirt or grease and in a position to
prevent accumulations of standing water and to minimize rusting. Beams shall be stored with the
webs vertical. Precast concrete beams shall be handled and stored in a manner to prevent
accumulations of dirt, standing water, staining, chipping or cracking. Brick, block and similar
masonry products shall be handled and stored in a manner to reduce breakage, chipping, cracking
and spalling to a minimum.
E. All materials which, in the opinion of the ENGINEER, have become so damaged as to be unfit
for the use intended or specified shall be promptly removed from the site of the work and the
CON1RACTOR shall receive no compensation for the damaged material or its removal.
F. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of
stored Products to assure that Products are maintained under specified conditions and free from
damage or deterioration.
G. Protection After Installation
I. Provide substantial coverings as necessary to protect installed products from damage from
traffic and subsequent construction operations. Remove covering when no longer needed.
H. The CONTRACTOR shall be responsible for all material, equipment and supplies sold and
delivered to the OWNER under this Contract until final inspection of the work and acceptance
. -'\ thereof by the OWNER. In the event any such material, equipment, and supplies are lost, stolen,
damaged, or destroyed prior to final inspection and acceptance, the CONTRACTOR shall replace
same withOut additional cost to the OWNER.
I. Should the CONTRACTOR fail to take proper action on storage and handling of equipment
supplied under this Contract within seven days after written notice to do so has been given, the
OWNER retains the right to correct all deficiencies noted in previously transmitted written notice
and deduct the cost associated with these corrections from the CONTRACTOR's Contract. These
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costs may be comprised of expenditures for labor, equipment usage, administrative, clerical,
engineering and any other costs associated with making the necessary corrections.
1.07 SPECIAL TOOLS
A. MANUFACTURERS of equipment and machinery shall furnish any special tools (including
grease guns or other lubricating devices) required for normal adjustment, operations and
maintenance, together with instructions for their use. Preserve and deliver to the OWNER these
tools and instructions in good order no later than 10 days prior to startup.
1.08 STORAGE AND HANDLING OF EQUIPMENT ON SITE
A. Because of the long period allowed for construction, special attention shall be given to the storage
and handling of equipment on site. As a minimum, the procedure outlined below shall be
followed.
1. Equipment shall not be shipped until approved by the ENGINEER. The intent of this
requirement is to reduce on-site storage time prior to installation and/or operation. Under no
circumstances shall equipment be delivered to the site more than 3 months prior to
installation without written authorization from the ENGINEER. Operation and maintenance
data as described in Section 01730 shall be submitted to the ENGINEER for review prior to
shipment of equipment.
2. All equipment having moving parts such as gears, electric motors, etc and/or instruments
shall be stored in a temperature and humidity controlled building approved by the
ENGINEER, until such time as the equipment is to be installed.
3. All equipment shall be stored fully lubricated with oil, grease, etc, unless otherwise instructed
by the MANUFACTURER.
4. A copy of the MANUFACTURER's storage instructions shall be submitted to the
ENGINEER and shall be carefully studied by the CONTRACTOR and reviewed with the
ENGINEER by him. These instructions shall be carefully followed and a written record of
this kept by the CONTRACTOR.
5. Moving parts shall be rotated a minimum of once weekly to insure proper lubrication and to
avoid metal-to-metal "welding". Upon installation of the equipment, the CONTRACTOR
shall start the equipment, at least half load, once weekly for an adequate period of time to
insure that the equipment does not deteriorate from lack of use.
6. Lubricants shall be changed upon completion of installation and as frequently as required
thereafter during the period between installation and acceptance. Mechanical equipment to
be used in the work, if stored for longer than 30 days, shall have the bearings cleaned, flushed
and lubricated prior to testing and startup, at no extra cost to the OWNER.
7. Prior to acceptance of the equipment, the CONTRACTOR shall have the
MANUFACTURER inspect the equipment and certify that its condition has not been
detrimentally affected by the long storage period. Such certifications by the
MANUFACTURER shall be deemed to mean that the equipment is judged by the
MANUFACTURER to be in a condition equal to that of equipment that has been shipped,
installed, tested and accepted in a minimum time period. As such, the MANUFACTURER
will guarantee the equipment equally in both instances. If such a certification is not given,
the equipment shall be judged to be defective. It shall be removed and replaced at the
CONTRACTOR's expense.
8. All painting products, sealants, waterproofmg compounds, and other similar liquid/ semi
liquid products shall be stored in contained and secure areas provided by the CONTRACTOR
in accordance with the material manufacturer's or supplier's recommendations and all
applicable local, state, and federal laws and regulations.
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1.09 WARRANTY
A. For all major pieces of equipment, submit a warranty from the equipment MANUFACTURER as
specified in each applicable specification and Section 01740.
1.10 SPARE PARTS
A. Spare parts for certain equipment provided under Divisions 11, 13, 15 and 16 have been specified
in the pertinent sections of the Specifications. The CONTRACTOR shall collect and store all
spare parts so required in an area to be designated by the ENGINEER. In addition, the
CONTRACTOR shall furnish to the ENGINEER an electronic inventory listing of all spare parts,
the equipment they are associated with, the name and address of the supplier and the delivered
cost of each item. Copies of actual invoices for each item shall be furnished with the inventory to
substantiate the delivered cost. The CONTRACTOR shall deliver the spare parts to the OWNER
not later than 10 days prior to plant startup.
B. Spare parts shall be packed in cartons, properly labeled with indelible markings with complete
descriptive information including manufacturer, part number, part name and equipment for which
the part is to be used, and shall be properly treated for 5 years of storage.
1.11 GREASE. OIL, AND FUEL
A. All grease, oil, and fuel required for testing of equipment shall be furnished with the respective
equipment. The OWNER shall be furnished with a year's supply of required lubricants including
grease and oil of the type recommended by the MANUFACTURER with each item of equipment
supplied under Divisions 11, 13, 14,15, and 16.
B. The CONTRACTOR shall be responsible for changing the oil in all drives and intennediate drives of
each mechanical equipment after initial break-in of the equipment, which in no event shall be any
longer than three weeks of operation.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION
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SECTION 01625
PLANT STARTUP
PART 1 - GENERAL
1.01 GENERAL
A. The work under this contract is generally described in Section 01010 - Summary of Work. Prior
to requesting issuance of the Certificate of Substantial Completion, startup will be completed as
specified herein and in other sections of these specifications.
B. All equipment shall be tested and approved by the OWNER prior to placing the facilities into
operation.
C. All lubricants, fuel and power necessary for initial operation and tests shall be furnished by the
CONTRACTOR.
D. In addition to furnishing, delivering, installing, and testing equipment, the CONTRACTOR shall
provide the services of competent manufacturing representatives for the periods indicated in
other sections of these Specifications. Such representative shall assist the OWNER's personnel
in startup by instructing the operating personnel of the OWNER in the maintenance and
operation of the equipment, conducting tests, and making recommendations for producing the
most efficient results. These services shall be made during the initial operation of the completed
facilities and be over and above any services necessary during erection or to correct defective
materials or workmanship during the guarantee period. These representatives shall be specially
trained and qualified for installation, adjustment, startup, and testing Work and shall not be sales
representatives only. The cost of such representation, including subsistence and travel, shall be
included under this contract.
E. Comply with Federal, State, and Local Codes and regulations and utility company requirements.
F. Comply with Collier County Health Department requirements.
1.02 RELATED WORK
A. Pipe testing is included in Section 15052
PART 2 - MATERIALS (NOT USED)
PART 3 - EXECUTION
3)()1 PRELIMINARY MA TIERS
A. General Requirements:
1. Successfully execute the step-by-step procedure of startup and performance demonstration
specified hereinafter.
2. The startup and performance demonstration shall be successfully executed prior to
Substantial Completion and acceptance by the OWNER.
3. Field acceptance tests shall be witnessed by the OWNER and ENGINEER. At least thirty
(30) calendar days prior to scheduled testing, CONTRACTOR shall submit details of all test
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procedures to the ENGINEER for review. Prior to the initial startup tests, all Certificates of
Operation as required shall be submitted to the ENGINEER.
4. All performance tests and inspections shall be scheduled at least ten (10) working days in
advance or as otherwise specified with the OWNER and ENGINEER. All performance
tests and inspections shall be conducted during the normal work week of Monday through
Friday, unless otherwise specified.
5. The CONTRACTOR shall be fully responsible for the proper operation of equipment
during tests and instruction periods and shall neither have nor make any claim for damage
that may occur to equipment prior to the time when the OWNER takes over the operation
thereof.
B. Preparation for Startup:
1. Upon_completion of the Work, all process systems and pipe lines and all their related
systems shall be filled and flushed with potable water and hydraulica1ly checked for leaks,
cracks, and defects. All sumps, tanks, and basins, which under normal operating conditions
will contain water or process liquids shall also be hydraulically checked using water for
leaks, cracks. and defects.
2. All mechanical and electrical equipment shall be checked to ensure that it is in good
working order and properly connected. Preliminary run-ins of the various pumps, chemical
feeders, and other remaining equipment shall be made. All systems shall be purged as
required. All sumps, tanks, basins, and pipe lines which are hydraulically checked shall be
drained and returned to their original condition once the water testing is complete.
3. All instruments and controls shall be calibrated through their full range. Any other
adjustments required for proper operation of all instrumentation and control equipment shall
be made.
4. The CONTRACTOR shall perform all other tasks needed for preparing and conditioning
the treatment plant for proper operation.
5. No testing or equipment operation shall take place until it has been verified by the
ENGINEER that all specified safety equipment has been installed and is in good working
order.
6. No testing or equipment operation shall take place until it has been verified by the
ENGINEER that all lubricants, tools, maintenance equipment, spare parts, and approved
equipment operation and maintenance data manuals have been furnished as specified.
C. Submit Startup plans to the ENGINEER.
3.02 FIELD TESTS
A. Field tests shall be made to confIrm compliance with the contract and to establish compliance
with the technical provision. The test shall be performed by the CONTRACTOR as herein
specifIed. All sewers, water lines, piping, and equipment shall be tested in the field in the
presence of the ENGINEER, in the manner prescribed in the Sections of these Specifications
pertaining to such installation.
B. Hydrostatic and Leakage Tests - Newly Installed Potable Water Lines and Pressure LinesIForce
Mains:
1. Pressure and leakage test shall be performed in accordance with the applicable sections of
the American Water Works Association Standard for Installation of Cast IronJDuctile Iron
Water Mains, A WW A C-600, except as herein modified.
2. After completion of all work and before fmal acceptance, a hydrostatic and leakage test
shall be conducted. Metered water for flushing and testing will be furnished from existing
water mains of the OWNER through a tap or taps provided at the CONTRACTOR's
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expense in accordance with OWNER Policies. Where applicable, the CONTRACTOR shall
coordinate the development of the water supply with the pipe line work in order that water
will be available to meet these requirements. At no time are valves on the distribution
system to be operated without the presence of a duly qualified representative of the
OWNER. Water shall be used to test the water mains, and any other pressure lines used to
treat the water facilities. Potable water shall be used to test mains and any other pressure
lines used for private or public consumption.
3. A hydrostatic test of the completed pipelines shall be performed under a static water
pressure of 50 percent above the working pressure but not less than the following tabulation
for pressure/reclaimed/reuse water pipelines and 150 percent above the working pressure
but not less than the following tabulation for new gravity treatment process pipelines and
125 percent for existing process pipelines. The duration of each test shall be for two (2)
hours. as determined by the ENGINEER. The duration of each test shall be for two (2)
hours.-
Water pipelines 2-inch through 12-inch
Water pipelines 13-inch and larger
Sewer pressure mains - all sizes
ReclaimedlReuse water pipelines
Treatment plant gravity process pipelines
Other pipelines
100 psi
150 psi
100 psi
150 psi
25 psi
100 psi
4. The test pump, pipe connection, taps into the pipelines, and all necessary apparatus,
including personnel, except test gauges, shall be furnished by the CONTRACTOR. The
OWNER will furnish the test gauge.
5. All exposed pipes, fittings, valves, hydrants, and joints will be carefully examined during
the test, and all joints showing a visible leak shall be made tight. All defective pipe, fittings,
valves, hydrants, and accessories shall be reviewed from the line and replaced by the
CONTRACTOR.
6. The CONTRACTOR may backfill the trench before he tests the line if he so desires, but he
shall open up the trench at his own expense to repair the leaks.
7. A leakage test shall be conducted after the pressure test has been satisfactorily completed.
All visible leaks shall be corrected regardless of the total leakage as shown by the test. All
lines that fail to meet these tests shall be repaired and retested as necessary, until test
requirements are complied with. The duration of each leakage test shall be two (2) hours.
8. The insta11ation will not be accepted until the leakage is less than the number of gallons per
hour as determined by the formula below:
L = SD(P) 0.5
133,200
in which "L" equals the allowable leakage, in gallons per hour; liS" is the length of the pipe
tested, in feet; "D" is the nominal pipe diameter, in inches; and "P" is the average test
pressure during the leakage test, in pounds per square inch gauge.
a. The allowable leakage per 1000 linear feet of pipeline tested is tabulated as follows.
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Allowable Leakage per 1000 Feet of Pipeline
(gallons per hour)
Nominal Pipe Diameter (inches)
Test
Pressure 2 4 6 8 12 16 20 24
(psi)
100 0.2 0.3 0.5 0.6 0.9 1.2 1.5 1.8
150 0.3 0.4 0.6 0.7 1.1 1.5 1.8 2.2
b. Leakage has been determined as the allowable leakage for water mains (including all
pressure and reclaimed water mains) permitted by Section 4.1 of A WW A/ANSI C600.
Valves in the section under test shall be operated through several complete cycles of
closing and opening. In addition, each valve shall be closed and the test pressure
applied to one end of the valve only. Each end of the valve shall be tested in this
manner. There shall be no visible leakage through the valves, and the valves shall not
show any evidence of movement or structural distress.
c. All restrained pipe sections and thrust blocks shall be completely backfilled before
testing.
9. All tests shall be made under the supervision of the ENGINEER and a representative of the
OWNER. No additional compensation will be paid to the CONTRACTOR for making the
above tests; the cost of all labor, materials, lubricants, fuels, power, necessary appliances,
and the coordination for testing purposes shall be included in the unit price or prices bid or
the various items of work.
10. The CON1RACTOR shan give the ENGINEER 48 hours advance notice of the time when
the instanation is ready for hydrostatic and leakage tests.
C. Disinfection of Potable Water Lines
1. Prior to disinfection, the lines shaH be cleaned and flushed as thoroughly as possible with
the water pressure and outlets available. Flushing shall be done after the line pressure test
has been made and approved. Lines shall be disinfected in accordance with the applicable
requirements of A WW A C651 and potable water storage tanks shall be disinfected in
accordance with A WW A C652 and Section 02675 - Disinfection and as described
hereinafter.
2. Before being placed in service, an pipe installed under this Contract shall be disinfected by
chlorination. Either of the following methods of procedure may be foHowed upon approval
of the ENGINEER.
a. Liquid Chlorine: A chlorine gas-water mixture shall be applied by means of a solution-
feed chlorination device. The device must provide a means to prevent the backflow of
water into the chlorine cylinder.
b. Calcium Hypochlorite Solution: A solution consisting of 5 percent calcium
hypochlorite powder and 95 percent water by weight shaH be prepared and this
solution will be injected or pumped into the line.
3. The point of application of the chlorinating agent shall be at the beginning of the pipeline
extension and through a corporation stop inserted in the top of the newly laid pipe. The
water injector for delivering the chlorine-bearing water into the pipe may be supplied from a
tap and corporation stop in the top of the pipe on the pressure side of the gate valve
controlling the flow into the pipeline extension.
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.".
4. Water from the existing distribution system or other source of supply shall be controlled so
as to flow slowly into the newly laid pipeline during the application of chlorine. The
CONTRACTOR shall not allow the chlorine solution in the line being treated to flow back
into the line supplying the water.
5. Treated water shall be retained in the line at least 24 hours. After the chlorine treated water
has been retained for the required time, the chlorine residual in the line shall be at least 2
mgll. Should the initial procedure fail to result in the conditions specified, the chlorination
procedure shall be repeated until results are obtained, at the CONTRACTOR's expense.
6. The CONTRACTOR shall tap the lines at points designated by the ENGINEER and
provide necessary piping to discharge water from the line.
7. Following chlorination, all treated water shall be thoroughly flushed from the line, at its
extremities, until the replacement water throughout its length, upon test, is proved
comparable to the quality of water in the existing distribution system.
8. The CONTRACTOR shall coordinate the development of the supply with the pipeline work
in order that water will be available to meet these requirements. At no time are valves on the
distribution system to be operated without the presence of a duly qualified representative of
the OWNER.
9. TheCONTRACfOR shall make all arrangements necessary for the collection and
examination of samples of water from disinfected water mains with the approval of the
Collier County Health Department. These samples shall be examined for compliance with
the Department of Health and Rehabilitative Services requirements. Sampling shall be made
daily and continuously until two successive examinations are found satisfactory. Should
three examinations be found unsatisfactory, the line shall be flushed and disinfected again.
The cost of all sampling, flushing, and disinfecting shall be included in the contract price
. and no additional charge shall be made to the OWNER for this work.
10 The connections to the existing water main shall be made after disinfection of the new water
main is successfully completed. The pipe used to make the connections shall be cleaned and
sprayed or mopped with a solution containing not less than 50 mgll of available chlorine during
installation. The CONTRACTOR shall prevent any ditch water or other contaminants from
entering the pipe.
D. Testing of Gravity Sewer Pipelines, if required
1. General
a. All pipelines will be tested for infiltration or exfiltration leakage by the CONTRACTOR
prior to fmal acceptance of the work. All tests will be conducted in a manner to
minimize any interference with the CONTRACTOR's work or progress. The
CONTRACTOR shall notify the ENGINEER 48 hours in advance of such tests and, at
his option, the ENGINEER shall witness such tests.
b. The CONTRACTOR shall notify the ENGINEER when the work is ready for testing,
and tests shall be made as soon thereafter as practicable, under the observation of the
ENGINEER. Reading meters, gauges, or other measuring devices will be new and
furnished by the CONTRACTOR. The CONTRACTOR shall furnish all other labor,
materials, services and equipment including power, fuel meters, and gauges; water (the
COUNTY will provide water) and other items and apparatus necessary for making
leakage tests, preparing guidelines for testing, assembling, placing, and removing testing
equipment and placing pipelines in service.
2. Test of Sewers and Manholes
a. All sewers and manholes shall be tested for infiltration or exfiltration after completion of
backfilling. All wyes, service connections, and stubs shall be plugged or bulkheaded
prior to testing. All sewers shall be cleaned and pumped out prior to testing.
b. All sewers and manholes shall be tested for infiltration unless otherwise ordered by the
ENGINEER. If the ENGINEER determines that groundwater conditions are not suitable
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for infiltration testing, sewers shall be tested for leakage out of the sewer or by air testing.
The length of sewer to be tested shall be subject to prior approval of the ENGINEER.
c. The length of service connections, if any, will be included in the total length of sewer
under test when computing infiltration or exfiltration.
d. All testing equipment and the arrangement of such equipment shall be subject to the prior
approval of the ENGINEER. Sections of sewer under test shall be arranged to prevent
the internal pressure on any joint from exceeding ten (l0) psi.
3. Infiltration Test
a. Upon completion of a section of sewer line, a test for infiltration shall be conducted as
approved by the ENGINEER. Dewatering of the line to be tested shall terminate at least
2 days prior to the infiltration test. The maximum infJltration allowed in a 24-hour period
shall not exceed 50 gallons per inch of diameter per mile of sewer from any section
between successive manholes. If the infiltration exceeds the allowable limits, the line
shall be further checked and repaired by the CONTRACTOR until the infiltration
requirements have been met. If any particular location indicates concentrated infIltration,
such location shall be investigated and corrected regardless of the overall infJltration
requirement.
b. Infiltration tests shall be performed when the groundwater level is a minimum of two (2)
feet above the crown of the sewer at the highest point in the test section. No such tests
shall be started until the infiltration conditions are established in the work to be tested.
The CONTRACTOR shall provide suitable observation wells along the line of the work
or other approved means to determine the groundwater level.
c. InfIltration tests will be made by measuring the infIltrated flow of water over a measuring
weir set up in the invert of the sewer a known distance, not to exceed 1,500 feet and as
approved by the ENGINEER, from a temporary bulkhead or other limiting point of
infJltration. Testing shall be for a minimum period of four (4) hours. The quantity of
infiltration for any section of the sewer shall not exceed the following limits:
Maximum
Diameter of Sewer InfIltration-Gallons
Inches per 24 hours per mile
..;
8 or less
10
12
15
18
Larger than 18 inches
400
500
600
750
900
1,000
4. ExfIltration Test
a. If, in the opinion of the ENGINEER the position of a sewer line is above the normal
groundwater table, the ENGINEER may direct the CONTRACTOR to perform an
exfiltration test. The maximum allowable exfiltration during a 24-hour period shall
not exceed 50 gallons per inch of diameter per mile of sewer from any section
between successive manholes. An allowance of an additional 1 0% of gallonage shall
be permitted for each additional 2 feet of head over a basic 2-foot minimum internal
head.
b. Tests shall be performed by bulkheading the section of sewer under test at the
manhole, at the lower end, and filling the sewer with clear water until the water level
is up to a minimum of two (2) feet above the crown of the sewer or a minimum of two
(2) feet above the groundwater level, whichever is greater, in the manhole at the
highest point in the section. Leakage will be the measured amount of water added to
maintain the level in the higher end manhole. Tests shall be carried on a minimum of
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four (4) hours with reading at 30 minute intervals. The quantity of leakage for any
section of the sewer shall not exceed the limits specified above.
3.03 AS-BUlL T/RECORD DRAWINGS SUBMITTAL
A. Prior to fmal acceptance of any pipelines, and/or project treatment improvements, the
CONTRACTOR shall furnish electronic and hard copy As-Built/Record Drawings, as specified,
of all Work to the COUNTYIENGINEER. No pipelines or treatment plant improvements will
be accepted for fmal payment without approved electronic As-Built Drawings.
3.04 INITIAL OPERA nON TESTS
A. Upon completion of all structural, installation and adjustment of equipment, and pipe work, in a
manner satisfactory to the ENGINEER and in compliance with the completion dates as described
in the Agreement, the CONTRACTOR shall designate a day for initial testing of the facilities.
Prior to such completion date, the CONTRACTOR shall give the OWNER ten (10) days notice
thereof in writing and the OWNER will then appoint the personnel who will operate the
equipment, and on the test day designated, the CONTRACTOR shall make the initial test to
determine performance using the personnel designated by the OWNER and such other personnel
of his own as is specified or as he deems necessary to complete the tests. The field tests required
will be as described in the applicable Sections of these Specifications and modified as required to
test the installed equipment by the OWNER/ENGINEER.
B. The initial tests shall be limited to a period of 24 hours duration, or shorter if approved by the
OWNER/ENGINEER, and during this time the mechanical performance of all equipment shall
be tested and demonstrated by the CONTRACTOR. If the demonstration and tests indicate
satisfactory mechanical performance in the operation of the equipment, the CONTRACTOR will
then be given a three (3) day notice by the ENGINEER to make a fmal guarantee test of the
equipment under normal operation. During initial tests and the three (3) day period between the
initial tests and the fmal test, the CONTRACTOR's personnel shall supervise the operation of the
equipment and assist and train the OWNER's operating personnel in their duties. Experts on
equipment installation and operation as specified or necessary as well as complete, written and
electronic detailed erection, operation and maintenance instructions shall be furnished by the
CONTRACTOR to insure proper training and instruction of the OWNER's personnel.
C. All performance tests and inspections shall be conducted during the normal work week of
Monday through Friday, unless otherwise specified.
D. The CONTRACTOR shall be fully responsible for the proper operation of equipment during
tests and instruction periods and shall neither have nor make any claim for damage that may
occur to equipment prior to the time when the OWNER takes over the operation thereof.
E. The fmal guarantee tests shall be for a period of 96 hours of successful operation, as a
, .~ prerequisite of Substantial Completion and acceptance, and shall be made at the conclusion of
the three (3) day period of operation and training. These tests shall be made under normal
operating conditions under the supervision of the CONTRACTOR's personnel. This test is for
the purpose of demonstrating that all performance and efficiency guarantees of the equipment
and other requirements in compliance with these Specifications have been met, that the operation
of all equipment is coordinated, and that all controls operate satisfactorily in accordance with the
equipment installed.
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F. In the event the initial or fmal guarantee testing and demonstration of equipment and controls
does not meet the guarantee conditions or is not demonstrated to the satisfaction of the
ENGINEER, the CONTRACTOR shall, at his own expense, make such changes and
adjustments in the equipment which is deemed necessary and shall conduct further tests until full
satisfaction is received thereof.
G. The OWNER will pay the salaries of the personnel selected by the OWNER for operation of the
equipment. Payment of all other salaries, public utility services, and operating expenses shall be
borne by the CONTRACTOR for the test period and any additional test period required.
H. Start-up of the project facilities and supporting structures with potable water from the plant
treatment facilities and the fmal guarantee testing and demonstration shall not begin until all
facilities and equipment have been tested as specified and ready for operation. The OWNER
must receive spare parts, safety equipment, tools and maintenance equipment, lubricants,
approved operation and maintenance data, and the specified operation and maintenance
instruction prior to the start-up with potable water from the South Regional treatment plant
system. All valve tagging as specified in the specifications shall also be complete prior to this
start-up.
END OF SECTION
;.:-.1
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SECTION 01700
CONTRACT CLOSEOUT
PART I-GENERAL
1.01 SCOPE OF WORK
A. This Section specifies administrative and procedural requirements for project closeout, including
but not limited to and in conformance with Collier County Exhibit "G":
1. CloseoutPTocedures
2. Final Cleaning
3. Adjusting
4. Project Record Documents
5. Spare Parts and Maintenance Materials
1.02 RELATED WORK
A. Operation and Maintenance Data are included in Section 01730.
B. Warranties and Bonds are included in Section 01740.
1.03 RECORD DOCUMENTS
A. Maintain on site, one set of the following documents; actual revisions to the work shall be
recorded in these documents:
1. Contract Drawings
2. Specifications
3. Addenda
4. Change Orders and other Modifications to the Contract
5. Reviewed Shop Drawings, Product Data, and Samples
B. Store Record Documents separately from documents used for construction.
C. Record information concurrent with construction progress.
D. Specifications: Legibly mark and record at each product section description of actual products
installed, including the following:
1. Manufacturer's Name and Product Model and Number
2. Product Substitutions or Alternates Utilized
3. Changes made by Addenda and Modifications
E. Contract Drawings and Shop Drawings: Legibly mark each item to record actual construction
'i including:
1. Measured depths of foundations in relation to finish floor datum.
2. Measured horizontal and vertical locations of underground utilities and appurtenances,
referenced to permanent surface improvements.
3. Measured locations of internal utilities and appurtenances concealed in construction,
referenced to visible and accessible features of the work.
4. Field changes of dimension and detail.
5. Details not on original Contract Drawings.
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F. Submit documents to ENGINEER with Application for Final Payment.
G. Should the ENGINEER consider that the work is incomplete or defective:
1. The ENGINEER will promptly notify the CONTRACTOR in writing, listing the incomplete
or defective work.
2. The CONTRACTOR shall take immediate steps to remedy the stated deficiencies, and send a
second written certification to the ENGINEER that the work is complete.
3. The ENGINEER will reinspect the work.
H. When the ENGINEER fmds that the work is acceptable under the Contract Documents, he shall
request the CONTRACTOR to make closeout submittals.
1.04 REINSPECTION FEEs
A. Should the ENGINEER perform reinspections due to failure of the work to comply with the claims
of status of completion made the CONTRACTOR:
1. OWNER will compensate the ENGINEER for such additional services.
2. OWNER wiu deduct the amount of such compensation from the tmal payment to the
CONTRACTOR.
1.05 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed, work has been
inspected and that work is complete in accordance with Contract Documents and ready for
ENGINEER's inspection.
B. Submit CONTRACTOR's Release of Lien form (attached at the end of this Section).
C. Provide submittals to ENGINEER that are required by governing or other authorities.
D. Submit Application for Final Payment identifying total adjusted Contract Sum, previous payments
and sum remaining due.
1.06 FINAL CLEANING
A. Complete the following cleaning operations before requesting inspection for Certification of
Substantial Completion.
1. Remove labels that are not permanent labels.
2. Clean exposed exterior and interior hard-surfaced fmishes to a dust~free condition, free of
stains, films and similar foreign substances. Leave concrete floors broom clean.
3. Wipe surface of mechanical and electrical equipment. Remove excess lubrication and other
substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps.
4. Clean the site, including landscape development areas, of rubbish, litter and other foreign
substances. Sweep paved areas broom clean; remove stains, spills and other foreign deposits.
Rake grounds that are neither paved nor planted, to a smooth even-textured surface.
1.07
ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.f
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END OF SECTION
01700-2
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CONTRACTOR'S RELEASE OF LIEN
Before me, the undersigned authority in said County and State, appeared
; who, being tITst duly sworn,
deposes and says that he is
of
located in Collier County, Florida with Collier County, dated the day of
_, 20 , that the said DEPONENT is duly authorized to make this affidavit by resolution of the
Board of Directors of said company and/or corporation; that deponent knows of his own knowledge that
said contract has been complied with every particular by said CONTRACTOR and that all parts of the
work have been approved by the COUNTY ENGINEER; that there are no bills remaining unpaid for labor,
material, or otherwise, in connection with said contract and work, and that there are no suits pending
against the undersigJ!ed as CONTRACTOR or anyone in connection with the work done and materials
furnished or otherwise under said contract.
DEPONENT further says that the tmal estimate which has been submitted to the COUNTY simultaneously
with the making of this affidavit constitutes all claims and demands against the COUNTY on account of
said contract or otherwise, and that acceptance of the sum specified in said tmal estimate will operate as a
full and tmal release and discharge of the COUNTY from any further claims, demands, or compensation
by CONTRACTOR under the above contract.
DEPONENT further agrees that all guarantees under this contract shall start and be in full force from the
date of this release as spelled out in the contract documents.
Signature:
Printed Name:
STATE OF FLORIDA
COUNTY OF
)
)
Signed before me this
by
day of , 20
who is personally known to me or has produced
as identification.
Notary Public
My Commission Expires:
Commission Number:
6295-41350/4/912004
01700-3
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.
We, the , having heretofore executed a
performance bond for the above named CONTRACTOR covering project and section as described above
in the sum of
_Dollars ($ ), hereby agree that the OWNER may make full payment of the fmal
estimate, including the retained percentage, to said CONTRACTOR.
It is fully understood that the granting of the right to make the payment of the fmal estimate to said
CONTRACTOR and/or his assigns, shall in no way relieve this surety company of its obligations under its
bond, as set forth in the specifications, contract and bond pertaining to the above Project.
IN WITNESS WHEREOF, the
instrument to be executed on its behalf by its
has caused this
seal to be hereunto affIXed, all on this
and/or its duly authorized attorney in fact, and its corporate
day of , 20_.
Surety Company
Attorney in Fact
(power of Attorney must be attached if executed by Attorney in Fact)
STATE OF
COUNrY OF
)
)
Before me, the undersigned authority, appeared
who is personally known to me or has produced
as identification, and who executed the foregoing instrument in the name of
as its and/or
, for the purpose therein expressed and that he had due
and legal authority to execute the same on behalf of said
a corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and official seal at
_this day of , 20_.
Notary Public
My Commission Expires:
Commission Number:
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SECTION 01710
CLEANING
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Execute cleaning, during progress of the work, and at completion of the work, as required by
General Conditions.
1.02 RELATED WORK
A. Each Section: Cleaning for specific products or work.
1.03 DISPOSAL AND CLEANING
A. Conduct cleaning and disposal operations to comply with codes, ordinances, regulations and
anti-pollution laws.
PART 2 -PRODUCTS
2.01 MATERIALS
A. Use only those cleaning materials that will not create hazards to health or property and that will not
damage surfaces.
B. Use only those cleaning materials and methods recommended by MANUFACTURER of the
surface material to be cleaned.
C. Use cleaning materials only on surfaces recommended by cleaning material MANUFACTURER.
PART 3 - EXECUTION
3.01 DURING CONSTRUCTION
A. Execute periodic cleaning to keep the work, the site and adjacent properties free from
accumulations of waste materials, rubbish and windblown debris, resulting from construction
operations.
B. Provide onsite containers for the collection of waste materials, debris and rubbish.
C. Remove waste materials, debris and rubbish from the site periodically and dispose of at legal
, ~ disposal areas away from the site.
3.02 DUST CONTROL
A. Clean interior spaces prior to the start of fmish painting and continue cleaning on an as-needed
basis until painting is fmished.
B. Schedule operations so that dust and other contaminants resulting from cleaning process will not
fall on wet or newly-coated surfaces.
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.
3.03 FINAL CLEANING
A. Employ skilled workmen for fmal cleaning.
B. Remove grease, mastic, adhesives, dust, dirt, stains, fmgerprints, labels, and other foreign
materials from sight-exposed interior and exterior surfaces.
C. Wash and shine glazing and mirrors.
D. Polish glossy surfaces to a clear shine.
E. Ventilating Systems:
1. Clean permanent filters and replace disposable filters if units were operated during
construction.
2. Clean ducts, blowers and coils if units were operated without filters during construction.
F. Broom-clean exterior paved surfaces; rake-clean other surfaces of the grounds.
G. Prior to fmal completion, or OWNER occupancy, conduct an inspection of sight-exposed interior
and exterior surfaces and all work areas, to verify that the entire Work is clean.
END OF SECTION
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SECTION 01720
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. Maintain at the site for the OWNER one record copy of:
1. Drawings
2. Specifications
3. Addenda
4. Change Orders a~d other Modifications to the Contract
5. ENGINEER's Field Orders or Written Instructions
6. Approved Shop Drawings, Working Drawings and Samples
7. Field Test Records
8. Construction Photographs
9. Field Engineering Records for Compliance with Field Engineering Submittals
10. Updated Project Schedule
1.02 RELATED REQUIREMENTS
A. Section 01050: Field Engineering
B. Section 01152: Applications for Payment
C. Section 01300: Submittals
D. Construction Photographs as Specified in Sections 01300 and 01380
E. Section 01700: Closeout
1.03 MAINTENANCE OF DOCUMENTS AND SAMPLES
A. Store documents and samples in CONTRACTOR's field office apart from documents used for
construction.
1. Provide files and racks for storage of documents.
2. Provide locked cabinet or secure storage space for storage of samples.
B. File documents and samples in accordance with CSIICSC format.
C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record
documents for construction purposes.
, .~ D. Make documents and samples available at all times for inspection by the ENGINEER.
E. As a prerequisite for monthly progress payments, the CONTRACTOR is to exhibit the currently
updated "record documents" for review by the ENGINEER and the OWNER.
1.04 MARKING DEVICES
A. Provide felt tip marking pens for recording information in the color code designated by
ENGINEER.
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.
B. Provide Autocad update by standards for Record Drawings which will be designated by the
ENGINEER.
1.05 RECORDING
A. Label each document "PROJECT RECORD" in neat large printed letters.
B. Record information concurrently with construction progress.
1. Do not conceal any work until required information is recorded.
C. Record Drawings; legibly mark to record actual "as-built" construction:
1. Depths of various elements of foundation in relation to finish first floor datum.
2. All underground piping with elevations and dimensions. Changes to piping location.
Horizontal and vertical locations of under ground utilities and appurtenances, referenced to
permanent surface improvements. Actual installed pipe material, class, etc.
3. Location of internal utilities and appurtenances concealed in the construction, referenced to
visible and accessible features of the structure.
4. Field changes of dimension and detail.
5. Changes made by Field Order or by Change Order.
6. Details not on original contract drawings.
7. Equipment and piping relocations.
8. Mechanical and electrical changes.
D. Specifications and Addenda; Legibly mark each Section to record:
1. Manufacturer, trade name, catalog number, and Supplier of each Product and item of
equipment actually installed.
2. Changes made by Field Order or by Change Order.
E. Shop Drawings (after final review and approval):
1. Two (2) sets of record shop drawings for each process equipment, piping, (including casings)
electrical system and instrumentation system.
F. Certified site survey, below ground piping survey, and line elevations and stationing at 100 foot
increments per Section 01050 by a registered land surveyor.
1.06 SUBMITTAL
A. Submit initial Record Documents listed in Paragraph 1.01 A to the ENGINEER with Request for
Substantial Completion. Also deliver a diskette containing the Record Drawings in an AutoCad,
latest version, file format. The required field Engineering submittals certified by a registered land
surveyor are listed in Section 01050.
B. Submit final Record Documents to ENGINEER for the OWNER with claim for Final Completion
and Readiness for Final Payment.
C. Accompany submittal with transmittal letter in duplicate, containing:
1. Date
2. Project Title and Number
3. CONTRACTOR's Name and Address
4. Title and Number of Each Record Document
5. Signature of CONTRACTOR or Authorized Representative
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PART 3 - EXECUTION (NOT USED)
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.
END OF SECTION
01720-3
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.
SECTION 01730
OPERATING AND MAINTENANCE DATA
PART 1 - GENERAL
1.01 REQUIREMENTS INCLUDED
A. The CONTRACTOR shall compile product data and related information appropriate for OWNER's
maintenance and operation of products furnished under Contract.
1. Prepare operating and maintenance data as specified in this section and as referenced in other
pertinent sections of the Specifications.
B. Instruct the OWNER's personnel in maintenance of products and in operation of equipment and
systems.
C. The CONTRACTOR shall submit the fmal documents after review and approval of the ENGINEER
in electronic format as specified in Section 01300.
1.02 QUALITY ASSURANCE
A. Preparation of data shall be done by personnel:
1. Trained and experienced in maintenance and operation of described products.
2. Familiar with requirements of this section.
3. Skilled as technical writer to the extent required to communicate essential data.
4. Skilled as draftsman competent to prepare required drawings.
1.03 FORM OF SUBMrITALS
A. Prepare data in form of an instructional manual for use by OWNER's personnel.
r -'.
B. Format:
1. Size: 8-112 inches x 11 inches.
2. Paper: 20 pound minimum white, for typed pages.
3. Text: MANUFACTURER's printed data. or neatly typewritten.
4. Drawings:
a. Provide reinforced punched binder tabs, bind in with text.
b. Reduce larger drawings and fold to size of text pages but not larger than 14 in x 17 in.
5. Provide fly-leaf for each separate product or each piece of operating equipment.
a. Provide typed description of product and major component parts of equipment.
b. Provide indexed tabs.
6. Cover: Identify each volume with typed or printed title "OPERATING AND MAINTENANCE
INSTRUCfIONS." List:
a. Title of Project.
b. Identity of separate structures as applicable.
c. Identity of general subject matter covered in the manual.
C. Binders:
1. Commercial quality three-post binders with durable and cleanable plastic covers.
2. Maximum post width: Expandability 3 to 5 inches.
3. When multiple binders are used, correlate the data into related consistent groupings.
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1.04 CONTENT OF MANUAL
A. Neatly typewritten table of contents for each volume, arranged in systematic order.
1. CONTRACTOR, name of responsible principal, address and telephone number.
2. A list of each product required to be included, indexed to content of the volume.
3. List, with each product, name, address and telephone number of:
a. Subcontractor or installer
b. Maintenance contractor, as appropriate
c. Identify area of responsibility of each
d. Local source of supply for parts and replacement
4. Identify each product by product name and other identifying symbols as set
forth in the Contract Documents.
B. Product Data:-
I. Include only those sheets that are pertinent to the specific product.
2. Annotate each sheet to:
a. Oearly Identify Specific Product or Part Installed
b. Clearly Identify Data Applicable to Installation
c. Delete References to Inapplicable Information
C. Drawings:
1. Supplement product data with drawings as necessary to clearly illustrate:
a. Relations of Component Parts of Equipment and Systems
b. Control and Flow Diagrams
2. Coordinate drawings with information in Project Record Documents to assure correct illustration
of completed installation.
3. Do not use Project Record Documents as maintenance drawings.
D. Written text, as required to supplement product data for the particular installation:
I. Organize in consistent format under separate headings for different procedures
2. Provide logical sequence of instructions of each procedure
E. Copy of each warranty, bond and service contract issued.
1. Provide information sheet for the OWNER's personnel, give:
a. Proper procedures in event of failure
b. Instances which might affect validity of warranties or bonds
1.05 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Submit four copies of complete manual in fmal form.
B. Content, for each unit of equipment and system, as appropriate:
1. Description of unit and component parts.
a. Function, Normal Operating Characteristics, and Limiting Conditions
b. Performance Curves, Engineering Data and Tests
c. Complete Nomenclature and Commercial Number of Replaceable Parts
2. Operating procedures:
a. Startup, Break-In, Routine and Normal Operating Instructions
b. Regulation, Control, Stopping, Shutdown and Emergency Instructions
c. Summer and Winter Operating Instructions
d. Special Operating Instructions
3. Maintenance procedures:
a. Routine Operations
b. Guide to 'Troubleshooting"
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c. Disassembly, Repair and Reassembly
d. Alignment, Adjusting and Checking
4. Servicing and Lubrication Schedule:
a. List of Lubricants Required
5. MANUFACTURER's printed operating and maintenance instructions.
6. Description of sequence of operation by controls MANUF ACfURER.
7. Original MANUFACTURER's parts list, illustrations, assembly drawings and diagrams required
for maintenance.
8. As-installed control diagrams by controls MANUFACfURER.
9. Each contractor's coordination drawings.
a. As-installed Color-Coded Piping Diagrams
10. Charts of valve tag numbers, with location and function of each valve.
11. List of original MANUFACfURER's spare parts, MANUFACTURER's current prices, and
recoInIOOnded quantities to be maintained in storage.
12. Other data as required under pertinent sections of the Specifications.
C. Content, for each electric and electronic system. as appropriate:
1. Description of System and Component Parts:
a. Function, Nonnal Operating Characteristics, and Limiting Conditions
b. Perfonnance Curves, Engineering Data and tests
c. Complete Nomenclature and Commercial Number of Replaceable Parts
2. Circuit Directories of Panel Boards:
a. Electrical Service
b. Controls
c. Communications
3. As-installed Color-Coded Wiring Diagrams.
4. Operating Procedures:
a. Routine and normal operating instructions
b. Sequences required
c. Special operating instructions
5. Maintenance Procedures:
a. Routine Operations
b. Guide to "'Troubleshooting"
c. Disassembly, Repair and Reassembly
d. Adjustment and Checking
6. MANUFACTURER's printed operating and maintenance instructions.
7. List of original MANUFACfURER's spare parts, to be maintained in storage.
8. Other data as required under pertinent sections of specifications.
D. Prepare and include additional data when the need for such data becomes apparent during instruction
of OWNER's personnel.
E. Additional requirements for operating and maintenance data: Respective sections of the
Specifications.
F. Acceptance of the Operation and Maintenance (O&M) Manual will also require successful
completion of the attached O&M review checklist.
1.06 SUBMfITALSCHEDULE
A. Submit three copies of preliminary draft of proposed fonnats and outlines of contents of Operation
and Maintenance Manuals within sixty days after Notice to Proceed.
1. The ENGINEER will review the preliminary draft and return one copy with comments.
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.
B. As specified in Section 01030, the CONTRACTOR shall submit operating and maintenance data
within sixty days of shop drawing approval for each piece of equipment. No later than sixty (60)
days following the ENGINEER's approval ofthe last shop drawing for material to be included in the
Operation and Maintenance Manuals, submit three (3) bound volumes of all completed data for
review. One copy will be returned with comments to be incorporated into [mal copies.
C. Submit specified number of copies of approved data in final form directl y to the offices of the
ENGINEER, Camp Dresser & McKee Inc., within thirty (30) calendar days of product shipment to
the project site and preferably within thirty days after the reviewed copy is received. Final approved
copies shall be delivered to the ENGINEER prior to OWNER's personnel instruction, startup and
acceptance by the OWNER.
..
D. Submit five (5) copies ()f addendum to the Operating and Maintenance Manual as applicable and
certificates as specified in paragraph 1.05 of Section 01030 within thirty (30) days after plant startup
test and acceptance test.
1.07 INSTRUCTION OF OWNER PERSONNEL
A. Prior to final inspection or acceptance, fully instruct OWNER's designated operating and
maintenance personnel in operation, adjustment, and maintenance of products, equipment, and
systems, at agreed upon time. The CONTRACTOR shall have instructions digital videotaped and
recorded on DVD's while they are being given to OWNER's personnel. Digital videotaping shall be
performed by a person or organization experienced in the production of tapes and shall include the
entire instruction session(s) and all questions and answers. Tapes shall become the property of the
OWNER.
B. Operating and maintenance manual shall constitute the basis of instruction.
I. Review contents of manual with personnel in detail to explain all aspects of operation and
maintenance.
C. Two weeks prior to the scheduled vendor's training, a detailed lesson plan shall be submitted to the
ENGINEER for approval that is representative of the material to be covered during the training
period.
D. The acceptance of the MANUFACTURER's training will be in accordance with the successful
completion of the attached MANUFACTURER's Training Summary Report. This checklist will be
completed by the OWNER and ENGINEER at the completion of each vendor training session.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
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COlLIER COUNTY
LOCKOUTITAGOUT
EQUIPMENT NOMENCLATURFlLOCATION
FACILITY
EQUIPMENT
EQUIPMENT ID
LOCATION
EIECfRICAL WCKOUTS
YES
NO
UST ALL LOCKOUTS AND LOCATIONS REQUIRED FOR ISOLATION
PNEUMATICLOCKOurVALVES YES NO
UST ALL LOCKOurS AND LOCATIONS REQUIRED FOR ISOLATION
HYDRAULIC LOCKOur V ALVES YES NO
UST ALL WCKOurS AND LOCATIONS REQUIRED FOR ISOLATION
fLUID OR GAS LOCKOur VAL YES YES NO
UST ALL LOCKOurS AND LOCATIONS REQUIRED FOR ISOLATION
TYPES OF flUIDS OR GASES
MECHANICAL BLOCKS
YES
NO
UST ALL LOCATIONS REQUIRED FOR ISOLATION
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1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
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O&M REVIEW CHECKLIST
GENERAL DATA
Is the area representative's name, address, and phone number included?
Is the nameplate data for each component included?
Are aU associated components related to the specific equipment included?
Is non-pertinent data crossed out or deleted?
Are_drawings neatly folded and/or inserted into packets?
OPERATIONS AND MAINTENANCE DATA
Is an overview description of the equipment and/or process included?
Does the description include the practical theory of operation?
Does each equipment component include specific details (design characteristics,
operating parameters, control descriptions, and selector switch positions and
functions)?
Are alarm and shutdown conditions clearly identified?
Are step procedures for starting, stopping, and troubleshooting the equipment
included?
Is a list of operational parameters to monitor and record for specific equipment
included?
Is a proposed operating log sheet included?
Is a spare parts inventory list included for each component?
Is a lubrication schedule for each component included - or does it clearly state "NO
Lubrication Required"?
Is a maintenance schedule for each component included?
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O&M REVIEW CHECKLIST
( continued)
COMMENTS
Fully Approved:
The following points of rejection require resubmittal by the CONTRACTOR:
Reviewed By:
LEGEND
1 == Adequate
2 == Not Adequate
3 == Not Included
Note: This submittal has been reviewed for compliance with the Contract Specifications and Addendum.
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MANUFACTURER'S TRAINING SUMMARY REPORT
Date:
Vendor:
Equipment:
Name of Representative:
1. Was representative prepared?
2. Was an overview desc.ription presented?
3. Were specific details presented for the system components?
4. Were alarm and shutdown conditions clearly presented?
5. Were step procedures for starting, stopping, and trouble shooting the respective system
presented ?
6. Were routine and preventive maintenance items clearly identified? This should include a
lubrication schedule.
7. Did the representative present the information in a logical fashion?
8. Was the representative able to answer all questions?
9. Did the representative agree to research and answer unanswered questions?
10. Was the client (and CDM) satisfied with the training session?
Comments:
END OF SECfION
t-::"
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SECTION 01740
WARRANTIES AND BONDS
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. This Section specifies general administrative and procedural requirements for warranties and
bonds required by the Contract Documents, including MANUFACTURER's standard warranties
on products and special warranties.
1.02 RELATED WORK .
A. The Contract Documents include, but are not. limited to, the following related requirements:
1. Refer to Conditions of Contract for the general requirements relating to warranties and bonds.
2. General closeout requirements are included in Section 01700 Project Closeout.
3. Specific requirements for warranties for the Work and products and installations that are
specified to be warranted, are included in the individual Sections of Division 02 through 16.
1.03 SUBMITTALS
A. Submit written warranties to the ENGINEER for review and transmittal to the OWNF...R prior to
the date fIxed for Substantial Completion. If the Certificate of Substantial Completion designates
a commencement date for warranties other than the date of Substantial Completion for the Work,
or a designated portion of the Work, submit written warranties upon request of the OWNER.
B. When a designated portion of the Work is completed and occupied or used by the OWNER, by
separate agreement with the CONTRACfOR during the construction period, submit properly
executed warranties to the OWNER within 15 days of completion of that designated portion of
the Work.
C. When a special warranty is required to be executed by the CONTRACTOR, or the
CONTRACTOR and a subcontractor, supplier or MANUFACTURER, prepare a written
document that contains appropriate tenus and identification, ready for execution by the required
parties. Submit a draft to the OWNER for approval prior to final execution.
D. Refer to individual Sections of Divisions 02 through 16 for specific content requirements, and
particular requirements for submittal of special warranties.
1.04 WARRANTY REQUIREMENT
A. Related Damages and Losses: When correcting warranted Work that has failed, remove and
replace other Work that has been damaged as a result of such failure or that must be removed and
. replaced to provide access for correction of warranted Work.
B. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected
by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated
warranty shall be equal to the original warranty with an equitable adjustment for depreciation.
C. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or
rebuild the Work to an acceptable condition complying with requirements of Contract
Documents. The CONTRACTOR is responsible for the cost of replacing or rebuilding defective
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Work regardless of whether the OWNER has benefited from use of the Work through a portion of
its anticipated useful service life.
D. OWNER's Recourse: Written warranties made to the OWNER are in addition to implied
warranties, and shall not limit the duties, obligations, rights and remedies otherwise available
under the law, nor shall warranty periods be interpreted as limitations on time in which the
OWNER can enforce such other duties, obligations, rights, or remedies.
E. Rejection of Warranties: The OWNER reserves the right to reject warranties and to limit
selections to products with warranties not in conflict with requirements of the Contract
Documents.
F. The OWNER reserves the right to refuse to accept Work for the project where a special warranty,
certification~or similar commitment is required on such Work or part of the Work, until evidence
is presented that entities required to countersign such commitments are willing to do so.
G. Disclaimers and Limitations: MANUFACTURER's disclaimers and limitations on product
warranties do not relieve the CONTRACTOR of the warranty on the Work that incorporates the
products, nor does it relieve suppliers, MANUFACTURERS, and subcontractors required to
countersign special warranties with the CONTRACTOR.
1.05 FORM OF SUB MITT ALS
A. Prepare in duplicate packets.
B. Format:
1. Size 8-1/2 inches x 11 inches, punch sheets for standard three-post binder.
a. Sample form of warranty is included at end of Section 01030.
b. Fold larger sheets to fit into binders
2. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS."
List:
a. Title of Project
b. Name of CONTRACTOR
3. Electronic format as defined in Section 01300.
C. Binders: Commercial quality, three-post binder, with durable and cleanable plastic covers and
maximum post width of two inches.
1.06 WARRANTY SUBMITTAL REQUlREMENTS
A. For all major pieces of equipment, submit a warranty from the equipment manufacturer. The
manufacturer's warranty period shall be concurrent with the CONTRACTOR's for one (1) year,
unless otherwise specified, commencing at the time of final acceptance by the OWNER.
B. The CONTRACTOR shall be responsible for obtaining certificates for equipment warranty for all
major equipment which has a 1 HP motor or which lists for more than $1,000. The ENGINEER
reserves the right to request warranties for equipment not classified as major. The CONTRACTOR
shall still warrant equipment not considered to be "major" in the CONTRACTOR's one-year
warranty period even though certificates of warranty may not be required.
C. In the event that the equipment manufacturer or supplier is unwilling to provide a one-year warranty
commencing at the time of OWNER acceptance, the CONTRACTOR shaH obtain from the
manufacturer a two (2) year warranty commencing at the time of equipment is accepted by the
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ENGINEER or OWNER. The two-year warranty from the manufacturer shall not relieve the
CONTRACTOR of the one-year warranty starting at the time of OWNER acceptance of the
equipment.
1.07 DEFINITIONS
A. Standard Product Warranties are preprinted written warranties published by individual
MANUFACTURERS for particular products and are specifically endorsed by the
MANUFACfURER to the OWNER.
B. Special Warranties are written warranties required by or incorporated in the Contract Documents,
either to extend time limits provided by standard warranties or to provide greater rights for the
OWNER.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
END OF SECTION
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SECTION 02062
REMOVAL OF EXISTING EQUIPMENT
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. The CONTRACTOR shall furnish all labor. equipment, materials, and incidentals required and
remove all existing equipment and all pipe, fittings, valves, and appurtenances not required for
the proper operation of the proposed facilities. Removal will be consistent with the fmal con-
figuration of the new systems as indicated on the Drawings, as specified herein or as required by
the ENGINEER. The equipment and piping shaH be removed from their present locations and
shaH be either stored or removed as specified hereinafter.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.01 GENERAL
A. The CONTRACTOR shall not proceed with the removal of any equipment, piping. or
appurtenances without specific approval of the ENGINEER. Any equipment, piping or
appurtenances removed without proper authorization, which are necessary for the operation of
the existing system or of the proposed facilities, shaH be replaced to the satisfaction of the
ENGINEER at the CONTRACTOR's expense.
B. All existing tubing, insulation, hangers, and supports shall become the property of the
CONTRACTOR immediately upon removal from their present locations. The CONTRACTOR
shall remove such material from the water reclamation facility site at his own expense and it
shaH not be reused.
C. AH existing valves, and other special line elements, greater than 3-inch diameter, removed shaH
remain the property of the OWNER. The CONTRACTOR shall furnish all labor and material to
identify, clean, protect, crate, and box and store them at the site.
D. Pieces of equipment weighing 150 lbs or more shaH be provided with suitable skids before
storing.
E. Wherever piping is removed for disposition, adjacent pipe, and headers that are to remain in
service shall be blanked off or plugged and then anchored in an approved manner.
F. Equipment to be retained by the OWNER shall be carefully removed from the present location,
'"\ cleaned, and immediately stored on-site as designated by the OWNER.
G. The CONTRACTOR shall take all necessary precautions against damaging the material and
equipment to be stored. The CONTRACTOR shaH repair any damage resulting from his
operations, as directed by and to the satisfaction of the ENGINEER. Itemized lists of materials
removed and stored shall be given to the ENGINEER daily. A fmal typed itemized list shall be
furnished to the ENGINEER in 6 copies at the completion of construction. The list shaH include
items, method of packaging, and place of storage.
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H. Modifications at the South Collier County WTP, but not limited to, those as described in Section
01014, Article 1.04.
3.02 EQUIPMENT TO BE RETAINED
A. All equipment removed shall remain the property of the OWNER unless designated otherwise
by the OWNER.
B. If the OWNER elects not to retain ownership of a certain item, the item shall become the
property of the CONTRACfOR and shall be removed from the site at the CONTRACfOR's
expense.
END OF SECfION
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SECTION 02063
PACKAGING AND STORAGE OF EXISTING EQUIPMENT
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, equipment, materials, power, and incidentals required and clean, prepare, crate,
and store all existing equipment to be retained by the OWNER. The equipment will be removed
from its existing installation and stored in locations as directed by the OWNER.
B. Any items of equipment, damaged or lost due to the Contractor's carelessness, mishandling, or
faulty procedures and/or workmanship shall be repaired or replaced in kind to the satisfaction of the
Engineer.
C. Before packaging, the OWNER shall be permitted to perform any routine maintenance on the
equipment which he deems necessary.
D. Equipment which has been installed indoors shall not be exposed to the weather at any point of the
salvaging and storage operation.
1.02 SUBMITTALS
In accordance with the provisions of the General Conditions submit to the ENGINEER for approval
the following:
1. Description of the salvaging procedure for each item of equipment covering the cleaning,
preparation, and protection aspects of the operation.
2. Submittals shall include the type of rust resistant coatings and all other materials to be used.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.01 SURFACE PREPARATION
A. The surfaces of all equipment and materials to be salvaged and stored shall be thorougWy
cleaned, dried, and free of all rust, loose paint, dirt, and foreign matter. All equipment and
materials shall be steam cleaned.
B. The interior of all equipment shall be cleaned, flushed, and dried. Oil shall be flushed from all oil
lubricated gear reducers and other related equipment and replaced with new oil.
'-:..
C. Gears, bearing surfaces, other similar surfaces, and other surfaces which have started to rust shall be
given a coat of grease or other suitable rust resistant coating.
3.02 PROTECTION
All equipment and materials to be salvaged and stored shall be properly protected from damage.
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3.03 PACKAGING
A. Equipment and materials shall be crated, insofar as possible, in crates specifically constructed for
the use intended. Crates shall be of wood construction. Steel reinforcing bands shall be used on all
crates.
B. Crates shall not be larger than 3 ft high by 3 ft wide by 5 ft long, in general, and the weight of the
crate and its contents shall not exceed 2000 lbs.
C. Equipment shall be packaged as complete assemblies, where possible. Equipment assemblies
which are larger than the above dimensions or weight requirements permit shall be broken down
into subassemblies, where possible, before crating. Equipment which, in the opinion of the Engi-
neer, cannot~be readily broken down or which should not be broken down shall not be crated.
D. Crates shall have cradles or supports built-in to the bottom of the crates such that the. bottoms of the
crates will not rest directly on the floor.
E. Crates shall be labeled in indelible markings which describe completely the item and quantity of the
equipment. All crates shall be numbered. A list giving each crate number and a description of its
contents shall be prepared by the CONTRACTOR and submitted to the ENGINEER.
3.04 STORAGE
All existing equipment which is removed and is not to be used in the modified plant facilities is to
be protected and packaged as specified above and stored on plant site areas as directed by the
OWNER.
END OF SECTION
1-':;.
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SECTION 02064
MODlFICA nONS TO EXISTING STRUCTURES, PIPING, AND EQUIPMENT
PART I-GENERAL
1.01 SCOPE OF WORK
A. The CONTRACTOR shall furnish all labor, materials, equipment, and incidentals required to
modify, alter and/or convert existing structures as shown or specified and as required for the
installation of new mechanical equipment, piping, and appurtenances. Work shall be performed
within the requirements of the Special Project Procedures, Section 01030 and other sections of
these speci~cations.;
PART 2 - PRODUCfS (NOT USED)
PART 3 - EXECUTION
3.01 GENERAL
A. The CONTRACTOR shall cut, repair, reuse, excavate, demolish, or otherwise remove parts of
the existing structures or appurtenances, as indicated on the Contract Drawings, herein specified,
or necessary to permit completion of the work under this Contract. They shall dispose of surplus
materials resulting from the above work in an approved manner. The work shall include all
necessary cutting and bending of reinforcing steel, structural steel, or miscellaneous metal work
found embedded in the existing structures.
B. The CONTRACTOR shall dismantle and remove all existing equipment, piping, and other
appurtenances required for the completion of the work. Where called for or required, the
CONTRACTOR shall cut existing pipelines for the purpose of making connections thereto.
Anchor bolts for equipment and structural steel removed shall be cut off one inch below the
concrete surface. Surface shall be fmished as specified in Division 3.
C. At the time that a new connection is made to an existing pipeline, additional new piping,
extending to and including a new valve, shall be installed.
D. No existing structure, equipment, or appurtenance shall be shifted, cut, removed, or otherwise
altered except with the express approval of and to the extent approved by the ENGINEER.
E. When removing materials or portions of existing structures and when making openings in walls
and partitions, the CONTRACfOR shall take all precautions and use all necessary barriers and
other protective devices so as not to damage the structures beyond the limits necessary for the
new work and to damage the structures or contents by falling or flying debris. Unless otherwise
, ~ permitted, line drilling will be required in cutting existing concrete.
F. Materials and equipment removed in the course of making alterations and additions shall remain
the property of the OWNER, except that items not salvageable, as determined by the
ENGINEER and the OWNER shall become the property of the CONTRACTOR to be disposed
of by him off the work site at his own place of disposal. Operating equipment shall be
thoroughly cleaned, lubricated, and greased for protection during prolonged storage. Storage of
equipment shall be performed in accordance with the provisions of Section 01600 - Material
and Equipment.
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G. All alterations to existing structures shall be done at such time and in such manner as will
comply with the approved time schedule. So far as possible before any part of the work is
started, all tools, equipment, and materials shall be assembled and made ready so that the work
can be completed without delay.
H. All workmanship and new materials involved in constructing the alterations shall conform to the
General Specifications for the classes of work insofar as such specifications are applicable.
I. All cutting of existing concrete or other material to provide suitable bonding to new work shall
be done in a manner .to meet the requirements of the respective section of these Specifications
covering the new work. When not covered, the work shall be carried on in the manner and to
the extent directed by the ENGINEER.
J. Surfaces of seals visible in the completed work shall be made to match as nearly as possible the
adjacent surfaces.
K. Non-shrink grout shall be used for setting wall castings, sleeves, leveling pump bases, doweling
anchors into existing concrete and elsewhere as shown.
L. Where necessary or required for the purpose of making connections, the CONTRACTOR shall
cut existing pipelines in a manner to provide an approved joint. Where required, they shall weld
beads, flanges, or provide Dresser Couplings, all as required.
M. The CONTRACTOR shall provide flumes, hoses, piping, and other related items to divert or
provide suitable plugs, bulkheads, or other means to hold back the flow of wastewater, water, or
other liquids, all as required in the performance of the work under this Contract.
N. Blasting will not be permitted to complete any work under this Contract. Care shall be taken not
to damage any part of existing buildings or foundations or outside structures.
3.02 CLEANING EXISTING STRUCTURES
A. Prior to commencing work on any basins, pipelines, manholes and other structures, the
CONTRACTOR shall remove and dispose of, away from the project site the dirt, grit and other
solids remaining in such structures.
B. The CONTRACTOR is responsible for testing of the material prior to disposal to determine the
appropriate disposal methods or pretreatment.
c.
The CONTRACTOR shall dismantle and remove all existing equipment, piping and other
appurtenances required for the completion of the work. Where called for or required, he shall
cut existing pipelines for the purpose of making connections thereto. Anchor bolts for
equipmen,t and structural steel removed shall be cut off one inch below the concrete surface.
Surface shall be finished as specified in Division 3.
D. At the time that a new connection is made to an existing pipeline, additional new piping,
extending to and including the most convenient new valve, shall be installed.
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E. Where necessary or required for the purpose of making connections, the CONTRACTOR shall
cut existing pipelines in a manner to provide an approved joint. The CONTRACTOR shall
provide a new valve, on the new pipeline, including an appropriate valve box as required in
these specifications and drawings. Where required, he shall weld beads, flanges or provide
Dresser Couplings, all as required.
3.03 CONNECTING TO EXISTING PIPING AND EQUIPMENT
A. The CONTRACTOR shall verify exact location, material, alignment, joint, etc. of existing
piping and equipment prior to making the connections called out in the Drawings. The
verifications shall be performed with adequate time to correct any potential alignment or other
problems prior to the actual time of connection.
B. The CONTRACTOR shall provide a representative of the Manufacturer to be on site at all times
during construction of each connection made to the existing pipe sizes 16 inches and larger to
ensure they are made in accordance with the Manufacturer's reconimendations. The cost of this
service is to be included in the appropriate unit price of each bid item.
END OF SECTION
.~
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SECTION 02065
lOF
.>I!fII(t .
DEMOLITION AND MODIFICATION
PART 1 - GENERAL
1.01 SCOPE OF WORK
A Furnish all labor, materials, equipment and incidentals required for demolition and disposal
of all building materials and equipment to be removed.
B. This section covers initial modification necessary to allow the South Collier County
Regional WTP operation during the construction phases and fmal modifications during
activation of the new facilities. This section also includes complete or partial removal and
disposal of specified existing structures, foundations, slabs, piping, mechanical equipment,
electrical, roads, storm drainage, and miscellaneous appurtenances encountered during
construction operations.
C. These specifications call attention to certain activities necessary to maintain and facilitate
operation during and immediately following construction and do not purport to cover all of
the activities necessary. The CONTRACTOR shall exercise due concern for plant
operation and shall diligently direct all his activities toward maintaining continuous
operation of the existing facility and minimizing operation inconvenience.
D. Demolition includes:
1. Complete demolition of all existing yard structures that are encountered in the way of
the new work as shown on the Drawings.
2. Partial demolition as necessary below finished grade of all existing yard structures that
are not in service or required for construction of the modified facility.
3. Temporary modification of structures, equipment, appurtenances and utilities as
necessary to allow for operation of the facilities during construction.
4. Demolition, partial removal and cutting of existing masonry as required for the new
construction.
5. Distribution of salvageable and excess unacceptable material as specified below.
6. Off-site disposal of excess and unacceptable materials.
7. Maintenance of flow while specified improvements are constructed. tested and ready
for operation as specified in these specifications.
8. Demolition and modifications at the South Collier County Regional WTP, but not
limited to those as described in Section 01014, Article 1.04 and as shown on the
contract drawings.
E.
Pre-Demolition Meeting
1. A meeting shall be held with the OWNER or his representative at the jobsite to
describe intended demolition and cleaning procedures and schedules. This shall
include identifying access routes for bringing necessary equipment in. removing
debris from site, and designation of any trees, drives or other items to remain.
F. The CONTRACTOR shall be responsible for adherence to all applicable codes of all
regulatory agencies having jurisdiction upon the works.
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1.02 CONDITION OF STRUCTURES
A. The OWNER and the ENGINEER assume no responsibility for the actual condition of the
structures to be demolished or modified.
B. Conditions existing at the time of inspection for bidding purposes will be maintained by the
OWNER insofar as practicable. However, variations within the structure may occur prior
to the start of demolition work.
C. Contract drawings of all existing facilities are available for inspection at the OWNER and
office of the ENGINEERS; CDM, Missimer, 9311 College Parkway, Suite 1, Fort Myers,
FL 33919. If additional sets ofthe construction drawings and specifications are requested
from the OWNER, CONTRACfOR or Subcontractor must pay the cost of reproducing and
handling each set requested in accord with the "Contract Documents" of the Specifications.
1.03 RULES AND REGULATIONS
A. The Building Code of the State of Florida shall control the demolition, modification or
alteration of the existing buildings or structures.
B. No building or structure, or any part thereof, shall be demolished until and application has
been filed by the CONTRACTOR with the Building Inspector and a permit issued. The fee
for this permit shall be the CONTRACfOR's responsibility.
C. No blasting shall be done on site. CONTRACTOR shall not bring or store any explosives
on site.
1.04 DISPOSAL OF MATERIAL
A. Salvageable material shall become the property of the OWNER, if the OWNER requests
any specific item. The CONTRACfOR shall dismantle all material to such a size that it
can be readily handled, and deliver any of this salvageable material requested by the
OWNER to a designated storage area on the plant site.
B. The following materials are examples of the type that the OWNER desires to keep:
1. Pipes and Valves greater than 3-in in diameter (exclusive of buried pipe and valves).
2. All machinery and equipment.
3. All electric panels.
4. Aluminum grating, angles and accessories.
5. Copper tubing.
C. Materials that the OWNER rejects shall become the CONTRACTOR's property and must
be removed from the site.
D. Concrete, concrete block and bricks may be disposed of as specified below in Part 3,
Execution, or hauled to an approved waste disposal site.
E. All other material shall be hauled to a waste disposal site by the CONTRACTOR.
F. The storage of sold removed items on the site will not be allowed.
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1.05 SUBMITTALS
lOF
.
A. Submit to the ENGINEER for approval, six (6) copies of proposed methods and operations
of demolition of the structures and modifications specified below prior to the start of work.
Include in the schedule the coordination of shutoff, capping and continuation of utility
service as required.
B. Provide a detailed sequence of demolition and removal work to ensure the uninterrupted
progress of the OWNER's operations.
C. Before commencing demolition work, all modifications necessary to bypass the affected
structure will be completed. Actual work will not begin until the ENGINEER has
inspected and approved the modifications. and authorized commencement of the demolition
work.
D. The above procedure must be followed for each individual demolition operation.
E. The CONTRACTOR's attention is directed to the articles titled "Project Schedule" and
"Progress Charts" of the General Conditions, where instructions and limitations are given
for the CONTRACTOR's work. Demolition operations shall be included in this schedule
of work.
1.06 TRAFFIC AND ACCESS
A. Conduct demolition and modification operations, and the removal of equipment and debris
to ensure minimum interference with roads, streets, walks both onsite and offsite and to
ensure minimum interference with occupied or used facilities.
B. Special attention is directed towards maintaining safe and convenient access to the existing
facilities by plant personnel and plant associated vehicles, including but not necessarily
limited to, the sludge disposal trucks, delivery vehicles, and grit and screening trucks.
C. Do not close or obstruct streets, walks or other occupied or used facilities without
permission from the ENGINEER. Provide alternate routes around closed or obstructed
traffic in access ways.
1.07 PROTECTION
A.
Conduct operations to minimize damage by falling debris or other causes to adjacent
buildings. structures, roadways, and other facilities, including persons, as directed by the
ENGINEER. Provide interior and exterior shoring, bracing, or support to prevent
movement or settlement or collapse of structures to be demolished and adjacent facilities to
remain.
, -\
1.08 DAMAGE
Promptly repair damage caused to adjacent facilities by demolition operations as directed
by the ENGINEER and at no cost to the OWNER.
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1.09 UTILITIES
A. Maintain existing utilities as directed by the ENGINEER to remain in service and protect
against damage during demolition operations.
B. Do not interrupt existing utilities serving occupied or used facilities, except when
authorized by the ENGINEER. Provide temporary services during interruptions to existing
utilities as acceptable to the ENGINEER.
c.
The CONTRACTOR shall cooperate with the OWNER to shut off utilities serving
structures of the existing facilities as required by demolition operations.
D. CONTRACTOR shall be solely responsible for making all necessary arrangeIrents and for
per..:forming any necessary work involved in connection with the discontinuance or
interruption of all public and private utilities or services under the jurisdictiqn of the utility
companies.
E. All utilities being abandoned shall be disconnected and terminated at the service mains in
conformance with the requirement of the utility companies or the municipality owning or
controlling them.
1.10 EXTERMINATION
If required, before starting demolition, employ a certified rodent and vermin exterminator
and treat the facilities in accordance with governing health laws and regulations.
1.11 POLLUTION CONTROL
A. For pollution control, use water sprinkling, temporary enclosures, and other suitable
methods as necessary to limit the amount of dust and dirt rising and scattering in the air to
the lowest level of air pollution practical for the conditions of work. Comply with the
governing regulations.
B. Clean adjacent structures and improvements of all dust, dirt and debris caused by
demolition operations as approved by the ENGINEER. Return areas to conditions existing
prior to the start of work.
PART 2 - MATERIALS (NOT USED)
PART 3 - EXECUTION
3.01
SEQUENCE OF WORK
The sequence of demolition and renovation of existing facilities will be in accordance with
the approved critical path schedule as specified in paragraph 1.05 above.
3.02
REMOV AL OF EXISTING PROCESS EQUIPMENT, PIPING AND
APPURTENANCES
A. Subject to the constraints of maintaining the existing plant in operation; existing process
equipment, non-buried valving and piping, and appurtenances not necessary for the
operation of the new facility shall be removed.
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B. All equipment, piping and appurtenances shall be cleaned, flushed and drained. Equipment
to be retained by the OWNER as given by example in paragraph 1.04 above shall be
dismantled sufficiently to permit thorough cleaning and draining. All valves shall be left
open. All discontinued piping shall be capped and sleeves and openings remaining after
removal of the existing equipment, piping, and appurtenances shall be plugged and sealed
as directed by the ENGINEER.
3.03 BURlED PIPING
Remove all buried piping encountered during excavation unless otherwise directed by the
ENGINEER. Pipes not removed shall have open ends plugged with concrete. The
ENGINEER shall determine the location of where the pipes are to be plugged.
3.04 MISCELLANEOUS CONCRETE SLABS AND SIDEWALKS
Remove concrete slabs and sidewalks where shown on the Drawings of where necessary
for the construction of new structures or modifications of existing structures. All concrete
sidewalks and curbing not required after the new plant is in operation shall be removed and
disposed of as specified hereinafter.
END OF SECTION
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SECTION 02100
SITE PREPARATION
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, and equipment required and perform all site preparation, complete
as shown on the drawings and as specified herein.
B. Obtain all-permits required for site preparation work prior to proceeding with the work,
including clearing, tree removal, burning, and others as may be required.
C. The areas to be cleared, grubbed, and stripped including public rights-of-way and utility
easements shall be minimized to the extent possible. The actual means and methods of
construction used shall be taken into consideration. The width of the area to be cleared shall be
approved by the ENGINEER prior to the beginning of any clearing.
1.02 RELATED WORK
A. Section 02220: Structural Excavation, Backfill and Compaction
B. Section 02276. Temporary Erosion and Sediment Control
C. Section 02932: Sodding
1.03 SUBMITTALS
A. Submit in accordance with Section 01300 copies of all permits required prior to clearing,
grubbing, and stripping work.
PART 2 - PRODUCTS (NOT USED)
PART3 -EXECUTION
3.01 CLEARING
A. Cut and remove all timber, trees, stumps, roots, grass, weeds, rubbish, and any other
objectionable material resting on or protruding through the surface of the ground.
B. Trees and other vegetation designated on the drawings or directed by the ENGINEER to remain
'~ shall be preserved and protected as specified below.
3.02 GRUBBING
A. Grub and remove all stumps, roots in excess of 1-1/2 inches in diameter, matted roots, brush,
timber, logs, concrete rubble, and other debris encountered to a depth of 18-inches below
original grade or 18-inches beneath the bottom of foundations, whichever is greater.
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B. All grubbing holes and depressions excavated below the original ground surface shall be refilled
with suitable materials and compacted to a density conforming to the surrounding ground
surface in accordance with Section 02220.
3.03 STRIPPING
A. Strip topsoil from all areas to be occupied by buildings, structures, and roadways, and all areas
to be excavated or filled.
B. Topsoil shall be free from brush, trash, large stones and other extraneous material. A void
mixing topsoil with subsoil.
C. Stockpile and protect topsoil until it is used in landscaping, and seeding operations. Dispose of
surplus topsoil after all work is completed.
3.04 DISPOSAL
A. Material and debris from site preparation operations shall be disposed of by hauling such
materials and debris to an approved off-site disposal area. No rubbish or debris of any kind shall
be permitted to be buried on the project site.
B. On-site disposal of cleared and grubbed materials by open-air burning may be permitted only
with the expressed written consent of the OWNER. Burning operations and ash disposal shall
be conducted in strict accordance with local and state requirements, subject to applicable permit
requirements.
C. The cost of disposal (including hauling) of cleared and grubbed material and debris shall be
considered a subsidiary obligation of the CONTRACTOR, the cost of which shall be included in
the contract Base Bid price.
3.05 PROTECTION
A. Trees and other vegetation designated on the drawings or directed by the ENGINEER to remain
shall be protected from damage by all construction operations by erecting suitable barriers,
guards, and enclosures, or by other approved means. Clearing operations shall be conducted in a
manner to prevent falling trees from damaging trees and vegetation designated to remain and to
the work being constructed and so as to provide for the safety of employees and others.
B. Protection shall be maintained until all work in the vicinity of the work being protected has been
completed.
C. Heavy equipment operation or stockpiling of materials shall not be permitted within the branch
spread of existing trees designated to be preserved.
D. Any damage to existing tree crowns, trunks, or root systems shall be repaired immediately.
Roots exposed and/or damaged during the work shall immediately be cut off cleanly inside the
exposed or damaged area. Cut surfaces shall be treated with an acceptable tree wound paint, and
topsoil spread over the exposed root area.
E. When work is completed, all dead and downed trees shall be removed. Live trees shall be
trimmed of all dead and diseased limbs and branches. All cuts shall be cleanly made at their
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juncture with the trunk or preceding branch without injury to the trunk or remaining branches.
Cuts over I-inch in diameter shall be treated with an acceptable tree wound paint.
F. Construction activities shall be restricted to those areas within the limits of construction
designated on the drawings, within public rights-of-way, and within easements provided by the
OWNER. Adjacent properties and improvements thereon, public or private, which become
damaged by construction operations shall be promptly restored to their original condition, to the
full satisfaction of the property OWNER.
END OF SECTION
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I: .
SECTION 02140
DEWATERING AND DRAINAGE
PART 1 - GENERAL
1.01 STATUTORY REQUIREMENTS
A. Obtain and pay for all permits required for temporary dewatering and drainage systems.
B. Original permits shall be prominently displayed on the site prior to constructing dewatering and
drainage systems.
1.02 SCOPE OF WORK
A. Furnish, install, operate, monitor, maintain and remove temporary dewatering and drainage
systems as necessary to lower and maintain groundwater levels below sub-grades of excavations.
Prevent surface water runoff from entering or accumulating in excavations.
B. Furnish the services of a licensed professional ENGINEER, registered in the state in which the
work is located, to prepare dewatering and drainage system designs and submittals.
C. Collect and properly dispose of all discharge water from dewatering and drainage systems in
accordance with local and State requirements and permits.
D. Repair damage caused by dewatering and drainage system operations.
E. Remove temporary dewatering and drainage systems when no longer needed. Restore all
disturbed areas.
1.03 RELATED WORK
A. Section 02220: Structural Excavation, Backfill & Compaction
B. Section 02276: Temporary Erosion and Sedimentation Control
1.04 SUBMITTALS
A. Submit in accordance with Section 01300 the temporary dewatering and drainage system
designs. Dewatering and drainage system designs shall be prepared by a licensed professional
ENGINEER, registered in the state in which the Work is located, having a minimum of five (5)
years of professional experience in the design and construction of dewatering and drainage
. . systems. Submittal will be for information only. CONTRACTOR shall remain responsible for
adequacy and safety of construction means, methods, and techniques.
B. Submit two (2) copies of all permit applications and approvals to conduct dewatering activities
to OWNER and ENGINEER.
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1.05 DEFINITIONS
A. Where the phrase "in-the-dry" is used in these specifications, it shall be defmed as in situ soil
moisture content of no more than two percentage points above the optimum moisture content for
that soil.
PART 2 - PRODUCTS (NOT USED)
PART3 -EXECUTION
~
3.01 GENERAL
A. Control su_rface water and groundwater such that excavation to final grade is made in-the-dry,
and bearing soils are maintained undisturbed. Prevent softening, or instability of, or disturbance
to, the sub-grade due to water seepage.
B. Provide protection against flotation for all work.
C. The impact of anticipated subsurface soiVwater conditions shall be considered when selecting
methods of excavation and temporary dewatering and drainage systems. Where groundwater
levels are above the proposed bottoms of excavations, a pumped dewatering system is expected
for pre-drainage of the soils prior to excavation to fmal grade and for maintenance of the
lowered groundwater level until construction has been completed to such an extent that the
foundation, structure, pipe, conduit, or ftll will not be floated or otherwise damaged. Type of
dewatering system, spacing of dewatering units and other details of the work are expected to
vary with soil/water conditions at a particular location.
3.02 SURFACE WATER CONTROL
A. Control surface water runoff to prevent flow into excavations. Provide temporary measures such
as dikes, ditches and sumps.
3.03 EXCA V A TION DEWATERING
A. Provide and maintain adequate equipment and facilities to remove promptly and dispose of
properly all water entering excavations. Excavations shall be kept in-the-dry, so as to maintain
an undisturbed sub-grade condition throughout construction below grade, including backfill and
fill placement.
B. Collect precipitation or surface runoff in shallow ditches around the perimeter of the excavation,
drain to sump and pump from the excavation to maintain in-the-dry conditions.
C. Pipe and conduit shall not be installed in water or allowed to be submerged prior to backfilling.
Pipe and conduit that becomes submerged shall be removed and the excavation de-watered and
restored to proper conditions prior to reinstalling the pipe and conduit.
D. Excavations for foundations and structures shall be maintained in-the-dry for a minimum of four
days after concrete placement. In no event shall water be allowed to enter an excavation and rise
to cause unbalanced pressure on foundations and structures until the concrete or mortar has set at
least 24 hours.
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E. Dewatering and drainage operations shall at all times be conducted in such a manner as to
preserve the natural undisturbed bearing capacity of the sub-grade at the bottom of the
excavation. If the sub-grade becomes disturbed for any reason, the unsuitable sub-grade
material shall be removed and replaced with concrete, compacted granular fill, or other approved
material to restore the bearing capacity of the sub-grade to its original undisturbed condition.
F. Dewatering and drainage operations shall be conducted in a manner that does not cause loss of
ground or disturbance to the pipe bedding or soil that supports overlying or adjacent structures.
3.04 DISPOSAL OF DRAINAGE
A. All water discharged from temporary dewatering and drainage systems shall be disposed of in
accordan~_ with the'sedimentation and control plans as specified in Section 02276. Existing or
new sanitary sewer systems shall not be used to dispose of drainage unless the written
permission of the utility or OWNER is obtained.
END OF SECTION
, .'.
.
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SECTION 02211
ROCK EXCAVATION
PART I-GENERAL
1.01 SCOPE OF WORK
This section includes the excavation, disposal, and replacement of rock. Blasting is not permitted.
1.02 DEFINITIONS
Rock excav!!tion shall mean rock that, in the opinion of the ENGINEER, requires for its removal
drilling, wedging, sledging, or barring.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.01 DISPOSAL AND REPLACEMENT OF ROCK
A. Trench excavation, consisting of rock exceeding 50 lbs in weight, and smaller fragments when
directed by the ENGINEER, shall not be used for backfilling. Approved borrow to supply any
deficiency of trench backfill shall be provided by the CONTRACTOR without additional
payment.
B. Fragments of rock smaller than 50 Ibs in weight may be used in backfilling pipe trenches to the
extent approved by the ENGINEER. The small fragments of rock used as backfill shall not be
placed in the trench until the pipe has at least 2 feet of earth cover. The CONTRACTOR shall
place stone in thin layers on the sides of the trench, alternating with earth to fill voids and prevent
settlement in the trench. Backfilling trench is further specified under Section 02221. Nesting of
rock fragments will not be permitted and will be removed as directed by the ENGINEER.
END OF SECTION
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SECTION 02220
STRUCTURAL EXCA V A nON, BACKFILL & COMPACTION
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. This Section includes. except as elsewhere provided, excavation, filling and grading under and
around cast in place structures to the subgrades and grades indicated on the Drawings.
B. Supplemental Foundation and Site Preparation Notes may be indicated on the Structural
Drawings.
1.02 RELATEDWORK
A. Site preparation is included in Section 02100.
B. Granular fIll materials is included in Section 02221.
C. Topsoil is included in Section 02284.
D. Pavement repair and resurfacing is included in Section 02575.
E. Sodding is included in Section 02932.
1.03 QUALITY ASSURANCE
A. Codes and Standards:
1. Perform excavation work in compliance with applicable requirements of governing
authorities having jurisdiction.
B. Testing and Inspection Service:
1. The OWNER will engage soil testing and inspection service for quality control testing during
earthwork operations. CONTRACTOR will be responsible for paying the costs of quality
control testing that must be repeated due to failure to meet specifications.
C. All excavation, trenching, and related sheeting, bracing etc. shall conform to the requirements of
the Florida Trench Safety Act (C5/5B 2626) which incorporates by reference, OSHA's
excavation safety standards. (29 CPR 1926.650 Subpart P). Certificate of Compliance with the
Florida Trench Safety Act is included in Section 00300.
, ;. D. Reference Standards
1. American Society for Testing and Materials (ASTM)
a. ASTM C33 - Specification for Concrete Aggregates
b. ASTM D1557 - Test Method for Laboratory Compaction Characteristics of Soil Using
Modified Effort (56,00 ft-Ibs/ft (2,700kN-mlm)
c. ASTM D1682 - Standard Test Methods for Breaking Load and Elongation of Textile
Fabrics
d. ASTM D2487 - Standard Classification of Soils for Engineering Purposes
e. ASTM 04751- Standard Test Method for Determining the Apparent Opening Size of a
Geotextile
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.
2. Where reference is made to one of the above standards, the revision in effect at the time of
bid opening shall apply.
1.04 JOB CONDITIONS
A. The CONTRACTOR shall examine the site and review the available test borings or undertake his
own soil borings prior to submitting his bid, taking into consideration all conditions that may
affect his work. The OWNER and ENGINEER will not assume responsibility for variations of
sub-soil quality or conditions at locations other than places shown and at the time the
investigation was made. Boring log data is available for examination at the office of the
ENGINEER.
'- !.l
B. Existing Utilities: Locate existing underground utilities in the areas of work. If utilities are to
remain in place, provide adequate means of protection during earthwork operations.
1. Should uncharted, or incorrectly charted, piping or other utilities be encountererl during
excavation, consult the ENGINEER and the OWNER of such piping or utility immediately
for directions.
2. Cooperate with OWNER and utility companies in keeping respective services and facilities in
operation. Repair damaged utilities to satisfaction of utility OWNER.
3. Demolish and completely remove from site existing underground utilities indicated on the
Drawings to be removed.
C. Protection of Persons and Property: Barricade open excavations occurring as part of this work
and post with warning lights. Operate warning lights as recommended by authorities having
jurisdiction.
I. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by
settlement, lateral movement, undermining, washout and other hazards created by earthwork
operations.
1.05 PROTECTION
. '~~
.
A. Sheeting and Bracing in Excavations:
1. In connection with the construction of below grade structures, the CONTRACTOR shall
construct, brace, and maintain cofferdams consisting of sheeting and bracing as required to
support the sides of excavations, to prevent any movement which could in any way diminish
the width of the excavation below that necessary for proper construction, and to protect
adjacent structures, existing yard piping and/or foundation material from disturbance,
undermining, or other damage. Care shall be taken to prevent voids outside of the sheeting,
but if voids are formed they shall be immediately filled and rammed.
2. All sheeting and bracing not left in place shall be carefully removed in such a manner as not
to endanger the construction or other structures, utilities, existing piping, or property. Unless
otherwise approved or indicated on the Drawings or in the Specifications, all sheeting and
bracing shall be removed after completion of the substructure, care being taken not to disturb
or otherwise injure the finished masonry. All voids left or caused by withdrawal of sheeting
shall be immediately refilled with sand by ramming with tools especially adapted to that
purpose, by watering or otherwise as may be directed.
3. The right ofthe ENGINEER to order sheeting and bracing left in place shall not be construed
as creating any obligation on his part to issue such orders, and his failure to exercise his right
to do so shall not relieve the CONTRACTOR from liability for damages to persons or
property occurring from or upon the Work occasioned by negligence or otherwise, growing
out of a failure on the part of the CONTRACTOR to leave in place sufficient sheeting and
bracing to prevent any caving or moving of the ground. Sheeting left in place shall be shown
on the CONTRACTOR's as-built (record) drawings.
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4. The CONTRACTOR shall construct the cofferdams and sheeting outside the neat lines of the
foundation unless indicated otherwise to the extent he deems it desirable for his method of
operation. Sheeting shall be plumb and securely braced and tied in position. Sheeting,
bracing, and cofferdams shall be adequate to withstand all pressures to which the structure
will be subjected. Pumping, bracing, and other work within the cofferdam shall be done in a
manner to avoid disturbing any construction of the masonry enclosed. Any movement or
bulging which may occur shall be corrected by the CONTRACTOR at his own expense so as
to provide the necessary clearances and dimensions.
5. Drawings of the cofferdams and design computations shall be submitted to the ENGINEER
for review, and construction shall not be started until such drawings are reviewed. However,
review of these drawings shall not relieve the CONTRACTOR of the responsibility for the
cofferdam. The drawings and computations shall be prepared and stamped by a Registered
Professional ENGINEER in the State of Florida and shall be in sufficient detail to disclose
the method of operation for each of the various stages of construction, if required, for the
completion of the substructures.
, ~
B. Dewatering, Drainage and Flotation:
1. Construct and place all concrete work, structural fill, bedding rock, and limerock base course,
in-the-dry. In addition, make the final 24 inches of excavation for this work in-the-dry, and
not until the water level is a minimum of six inches below proposed bottom of excavation.
2. At all times during construction, provide and maintain proper equipment and facilities to
remove promptly, and dispose of properly, all water entering excavations and keep such
excavations dry so as to obtain a satisfactory undisturbed subgrade foundation condition until
the fill and structure to be built thereon have been completed to such extent that they will not
be floated or otherwise damaged by allowing water levels to return to natural elevations.
3. Dewatering shall at all times be conducted in such a manner as to preserve the natural
undisturbed bearing capacity of the subgrade soils at proposed bottom of excavation.
4. Wellpoints may be required for predrainage of the soils prior to final excavation for some of
the deeper in-ground structures, and for maintaining the lowered groundwater level until
construction has been completed to such an extent that the structure or fill will not be floated
or otherwise damaged. Wellpoints shall be surrounded by suitable filter sand and no fmes
shall be removed by pumping. Pumping from wellpoints shall be continuous and standby
pumps shall be provided.
5. The CONTRACTOR shall furnish all materials and equipment and perform all work required
to install and maintain the drainage systems he proposes for handling groundwater and
surface water encountered during construction of structures and compacted fills.
6. Prior to excavation, the CONTRACTOR's proposed method of dewatering shall include a
minimum of two (2) operating groundwater observation wells at each structure to be used to
determine the water level during construction of the structure. Locations of the observations
wells shall be at structures as approved by the ENGINEER prior to their installation. The
observation wells shall be extended to 6 inches above fmished grade, capped with screw-on
caps protected by 24" x 24" wide concrete base, and left in place at the completion of this
Project.
7. Continuous pumping will be required as long as water levels are required to be below natural
levels.
8. CONTRACTOR shall secure and pay for all permits required for site dewatering.
1.06 SUBMITTALS
A. Furnish the ENGINEER, for approval, a representative sample of fill material obtained from
onsite sources weighing approximately 50 pounds, at least ten (10) calendar days prior to the date
of anticipated use of such material.
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B. For each material obtained from other than onsite sources, notify the ENGINEER of the source of
the material and shall furnish the ENGINEER, for approval, a representative sample weighing
approximately 50 pounds, at least ten (10) calendar days prior to the date of anticipated use of
such material.
C. Payment for testing will be made by the OWNER. If test results are unsatisfactory, all costs
involved in correcting deficiencies in compacted materials to the satisfaction of the ENGINEER,
will be borne by the CONTRACfOR.
PART 2 - PRODUcrS
2.01 MATERIALS
A. General:
1. Materials for use as base, ftIl and backfill shall be as described below.
a. Satisfactory soil materials are defmed as those complying with American Association of
State Highway and Transportation Officials (AASHfO) M-I45, soil classification
Groups A-I, A-2-4, A-2-5 and A-3.
b. Unsatisfactory soil materials are those defined in AASHfO M-I45 soil classification
Groups A-2-6, A-2-7, A-4, A-5, A-6, and A-7 along with peat and other highly organic
soils.
2. Materials shall be furnished as required from off site sources and hauled to the site.
B. Structural Fill:
1. Structural fill material shall be satisfactory soil material consisting of a minimum of 95
percent clean medium to fme grain sized quartz sand, free of organic, deleterious and/or
compressible material. Rock in excess of 2-1/2 inches in diameter shall not be used in the fill
material. Amount of material passing No. 200 sieve shall not exceed 5 percent.
C. Crusher-Run Gravel:
1. The impervious aggregate base, crusher-run gravel, subbase, or shoulder course material shall
be of uniform quality throughout. The material retained on the No. 10 sieve shall be
composed of aggregate meeting the requirements for Class A or B coarse aggregate, except
the percent of soft fragments allowed shall be as shown in the requirements below. To be
used only if requested by CONTRACfOR and approved by the ENGINEER.
2. The impervious aggregate may be produced from an approved quarry source, or bank or pit
deposit, which will yield a satisfactory mixture conforming to all requirements of these
specifications after it has been crushed or processed as a part of the mining operations, or the
material may be furnished in two sizes of such gradation that when combined in the central
mix plant the resultant mixture shall conform to the required specifications. Impervious
aggregate base, subbase or shoulder material shall conform to the following requirements:
Gradation
Percent bv Weight Passing Each Sieve
1 1/2" Sieve
3/4" Sieve
No. 10 Sieve
No. 60 Sieve
No. 200 Sieve
100
60 - 100
30 - 65
8 - 35
5 - 20
Tests on Material Passing No. 10 Sieve
Volume Change, Percent 0-18
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Test on Material Retained on 3/8 Sieve
Soft Fragments, Percent 0-30
Method of Tests shall be in accordance with the following:
Gradation
Volume Change
Soft Fragments
AASHfO: T27
GOO: 6
AASHfO: T189
D. Limerock Base Course:
1. Limerock shall not contain cherty or other extremely hard pieces, or lumps, or balls or
pockets of sand material in sufficient quantity as to be detrimental to the proper bonding,
finishing or strength of the limerock base.
2. Gradation and Size Limits:
a. At least 97 percent (by weight) of the material shall pass a 3-1/2 inch sieve and the
material shall be graded uniformly down to dust. The fine material shall consist of dust
of fracture. All crushing or breaking up which might be necessary in order to meet such
size requirements shall be done before the material is in place.
E. Common Fill:
1. Common fill material shall be satisfactory soil material containing no more than 20 percent
by weight finer than No. 200 mesh sieve. It shall be free from organic matter, muck, marl,
and rock exceeding 2-1/2 inches in diameter. Common fill shall not contain broken concrete,
masonry, rubble or other similar materials.
2. Material falling within the above specification, encountered during the excavation, may be
stored in segregated stockpiles for reuse. All material which, in the opinion of the
ENGINEER, is not suitable for reuse shall be spoiled as specified herein for disposal of
unsuitable materials.
F. Bedding Rock:
1. Bedding rock shall be 3/8-inch to 314-inch washed and graded limerock. This rock shall be
graded so that 99 percent will pass a 314-inch screen and 80 percent will be retained on a No.
8 screen.
G. Crushed Stone
1. Crushed stone shall conform to Florida Department of Transportation Class 57 stone
gradation.
H. Screened Gravel
1. Screened gravel shall be used for pipe bedding as detailed and at other locations indicated on
the Drawings.
2. Screened gravel shall consist of hard, durable, rounded or subangular particles of proper size
and gradation and shall be free from sand, loam, clay, excess fines and deleterious materials.
The gravel shall be graded within the following limits:
Sieve Size
Percent Finer bv Weight
5/8-in
1/2-in
3/8-in
No. 10
100
40 to 100
15 to 45
Ot05
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I. Sand
1. Sand shall conform to ASTM C33 for fine aggregate.
J. Field Stone
1. Construct fieldstone walls where shown on the Drawings to the dimensions detailed. Use
fieldstones salvaged from old stone walls and stockpiled on site for the purpose. Furnish
additional stone of a weathered type similar to stockpiled material if such material is
insufficient to complete the work.
K. Erosion Control Blanket
1. Erosion control blanket shall be used as indicated on the Drawings and shall conform to the
following requirements:
a. Minimum grab strength of 120 lbs per ASTM D1682.
b. Apparent opening size to be equal to or greater than the U.S. Standard Sieve No. 100
(0.210 mm) per ASTM D4751.
c. Percent open area not to exceed about 25 percent. The percent open area is defined as the
ratio of the sum of 20 or more individual open areas (times 100) to the sum of the
corresponding 20 or more individual total areas.
d. Coefficient of penneability shall not be less than 0.2 cmlsec.
e. Erosion control blanket shall be Mirafi, Type 140N; Dupont, Type PAR, Style 3401 or
equal product by Amoco.
,;
L. Impermeable Fill (Clay)
1. Impermeable fill material shall be from an off-site source accepted by the OWNER and tested
to ensure a permeability coefficient of less than or equal to 1 x 10-7 cmlsec after compaction.
The material shall be as specified under the Unified Soil Classification System as CL, CH,
SC and OH in ASTM D2487. Prior to acceptance of the material it shall be tested by an
outside independent soils analysis company for the maximum dry density as determined by
the modified proctor test, ASTM D1557, Method B, Cor D as applicable. Moisture content
must be not wetter than 5 percentage points above nor less than 2 percentage points below the
optimum moisture content as determined by ASTM D1557, Method B, Cor D as applicable.
Certified results shall be sent to the ENGINEER for approval and acceptance.
PART 3 - EXECUTION
3.01 INSPECTION
A. Examine the areas and conditions under which excavating, filling, and grading are to be
performed. Do not proceed with the Work until unsatisfactory conditions have been corrected.
B. Examine and accept existing grade of walks, pavements and steps prior to commencement of
work and report to ENGINEER if elevations of existing subgrade vary from elevations shown on
Drawings.
'~
3.02 EXCAVATION
A. Excavation consists of removal and disposal of material encountered when establishing required
grade elevations and in accordance with the "Foundation and Site Preparation" notes shown in the
structural drawings.
B. Excavation Classifications: The following classifications of excavation will be made when
unanticipated rock excavation or unclassified excavation is encountered in the work. Do not
perform such work until material to be excavated has been cross-sectioned and classified by
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ENGINEER or specialized geotechnical consultant.
1. Authorized earth excavation includes removal and disposal of pavements and other
obstructions visible on ground surface, underground structures and utilities indicated to be
demolished and removed, material of any classification indicated in soil boring data on
subsurface conditions, and other materials encountered that are not classified as rock
excavation or unauthorized excavation.
2. Unauthorized excavation consists of removal of material beyond the limits needed to
establish required grade and subgrade elevations without specific direction of ENGINEER.
Unauthorized excavation, as well as remedial work directed by the ENGINEER shall be at
the CONTRACTOR's expense.
a. Under footings, foundation bases, or retaining walls, fill unauthorized excavation by
extending the indicated bottom elevation of the footing or base to the excavation bottom,
without altering required top elevation. Lean (unreinforced) concrete fill may be used to
bring bottom elevations to proper position, when acceptable to ENGINEER.
Reinforcement shall be placed as needed or directed by the ENGINEER.
b. Elsewhere, backfill and compact unauthorized excavations as specified for authorized
excavations of same classification, unless otherwise directed by ENGINEER.
C. Additional Excavation:
1. When excavation has reached required subgrade elevations, notify the ENGINEER who will
contact a specialized geotechnical consultant and make an inspection of conditions.
2. If unsuitable bearing materials are encountered at the required subgrade elevations, carry
excavations deeper and replace the excavated material as directed by the ENGINEER.
3. Removal of unsuitable material and its replacement as directed beyond the authorized limits
will be paid on the basis of contract conditions relative to changes in work.
D. Stability of Excavations:
1. Slope sides of excavations to comply with local codes and ordinances having jurisdiction or
as shown on the Drawings. Shore and brace where sloping is not possible because of space
restrictions or stability of material excavated.
2. Maintain sides and slopes of excavations in a safe condition until completion of backfilling.
E. Shoring and Bracing:
1. Provide materials for shoring and bracing, such as sheet piling, uprights, stringers and
cross-braces, in good serviceable condition.
2. Establish requirements for trench shoring and bracing to comply with local codes and
authorities having jurisdiction.
3. Maintain shoring and bracing in excavations regardless of time period excavations will be
open. Carry down shoring and bracing as excavation progresses.
F. Dewatering:
1. Prevent surface water and subsurface or groundwater from flowing into excavations and from
flooding project site and surrounding areas. Maintain groundwater level a minimum of one-
foot below excavation level.
2. Do not allow water to accumulate in excavations. Remove water to prevent softening of
foundation bottoms, undercutting footings, and soil changes detrimental to stability of
subgrades and foundations. Provide and maintain pumps, well points, sumps, suction and
discharge lines, and other dewatering system components necessary to convey water away
from excavations.
3. Convey water removed from excavations and rain water to collecting or run-off areas.
Establish and maintain temporary drainage ditches and other diversions outside excavation
limits for each structure. Do not use trench excavations as temporary drainage ditches.
4. While dewatering for new Construction in the vicinity of existing structures, depletion of the
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groundwater level underneath these existing structures may cause settlement. To avoid this
settlement, the groundwater level under these structures shall be maintained by appropriate
methods of construction.
G. Material Storage:
1. Stockpile satisfactory excavated materials where directed, until required for backfill or fIll.
Place, grade, and shape stockpiles for proper drainage.
2. Locate and retain soil materials away from edge of excavations.
3. Dispose of excess soil material and waste materials as herein specified.
H. Excavation for Structures:
1. Conform to eleva~ions and dimensions shown within a tolerance of plus or minus 0.10 feet,
and extending a sufficient distance from footings and foundations to permit placing and
removal of concrete formwork, installation of services, other construction, and for inspection,
or as shown on the Drawings.
2. In excavating for footings and foundations, take care not to disturb bottom of excavation.
Excavate by hand to final grade just before concrete reinforcement is placed. Trim bottoms
to required lines and grades to leave solid base to receive concrete.
3. Do not excavate to the bearing levels designated on the drawings until surface compaction is
completed.
I. Cold Weather Protection:
1. Protect excavation bottoms against freezing when atmospheric temperature is less than 35
degrees F.
3.03 BACKFII.L AND FILL
A. General:
1. Place material in layers to required subgrade elevations, for each area classification listed
below.
2. Structural fill shall be used below spread footing foundations, slab-on grade floors, and other
structures and as backfill within three feet of the below grade portion of structures.
3. Crusher-run gravel shall be used under and around drainage sumps. It can be used at the
request of the CONTRACTOR and if approved by the ENGINEER as base material for areas
approved by the ENGINEER.
4. Limerock base course shall be used under roadways, parking areas, walks and for riprap.
Limerock base course may be used by the CONTRACTOR at other similar locations if
approved by the ENGINEER or indicated on the Drawings.
5. Common fill shall be used at all other locations.
6. Bedding rock shall be used for pipe bedding, under and around manhole bases and at other
locations indicated on the Drawings or approved by the ENGINEER.
B. Backfill excavations as promptly as work permits, but not until completion of the following:
. 1. Acceptance by ENGINEER of construction below finish grade including, where applicable,
dampproofing, waterproofmg and perimeter insulation.
2. Inspection, testing approval and recording locations of underground utilities.
3. Removal of concrete formwork.
4. Removal of shoring and bracing, and backfilling of voids with satisfactory materials.
5. Removal of trash and debris.
6. Permanent or temporary horizontal bracing is in place on horizontally supported walls.
Layout and location of bracing shall consider loads of the structure as well as the effects of
the soil and groundwater.
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C. Ground Surface Preparation:
1. Remove vegetation, debris, unsatisfactory soil materials, obstructions and deleterious
materials from ground surface prior to placement of fills. Plow strip, or break-up sloped
surfaces steeper than 1 vertical to 4 horizontal so that fill materials will bond with existing
surface.
2. When existing ground surface has a density less than that specified under "Compaction" for
the particular area classification, break up the ground surface, pulverize, moisture-condition
to the optimum moisture content, and compact to required depth and percentage of maximum
density.
D. Fill Placement:
1. Material placed in fill areas under and around structures shall be deposited within the lines
and to the grades 'shown on the Drawings or as directed by the ENGINEER, making due
allowance for settlement of the material. Backfill shall be carried up evenly on all walls of an
individual structure simultaneously with no more than a two-foot elevation variation allowed.
Fill shall be placed only on properly prepared surfaces which have been inspected and
approved by the ENGINEER.
2. Fill material can be obtained from cut areas within the construction project site. If sufficient
satisfactory soil material is not available from excavation on site, the CONTRACTOR shall
provide fill material as may be required from off-site sources at no additional cost to the
OWNER.
3. Fill shall be brought up in substantially level lifts throughout the site, starting in the deepest
portion of the fill. The entire surface of the work shall be maintained free from ruts, and in
such condition that construction equipment can readily travel over any section. Fill shall not
be placed on surfaces that are muddy, frozen, or against concrete structures until they have
attained sufficient strength.
4. Fill shall be dumped and spread in layers by a bulldozer or other approved method. During
the process of dumping and spreading, all roots, debris and stones greater in size than
specified under "Materials", shall be removed from the ftIl areas, and the CONTRACTOR
shall assign a sufficient number of men to this work to ensure satisfactory compliance with
these requirements.
5. If the compacted surface of any layer of material is determined to be too smooth to bond
properly with the succeeding layer, it shall be loosened by harrowing or by an other approved
method before the succeeding layer is placed.
6. All fill materials shall be placed and compacted "in-the-dry." The CONTRACTOR shall
de water excavated areas as required to perform the work and in such a manner as to preserve
the undisturbed state of the natural inorganic soils.
3.04 COMPACTION
A. General:
1. Control soil compaction during construction providing minimum percentage of density
specified on the structural drawings for each area classification. It shall be the
CONTRACTOR's responsibility to notify the ENGINEER in writing that penetration tests
can be performed. Written notice from the CONTRACTOR shall precede completion of
compaction operations by at least two working days.
B. Percentage of Maximum Density Requirements:
1. Compact soil to not less than the following percentages of maximum dry density in
accordance with AASHfO T -180.
a. Underneath structures and 5 feet-O inches around perimeter of building foundation,
compact top 12 inches of subgrade and each layer of backfill or fill material at 98 percent
maximum dry density.
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.
b. In building slabs and footing, compact top 12 inches of subgrade and each layer of
backfill or fill material at 98 percent maximum dry density.
c. In lawn and unpaved areas, compact top 6 inches of subgrade and each layer of backfill
or fill material to 95 percent maximum density.
d. In walkways, compact top 6 inches of subgrade at 95 percent maximum dry density.
e. In pavement and steps, compact top 6 inches of subgrade at 98 percent maximum dry
density.
2. Moisture content of soil shall be within 2 percent of the optimum.
- ;J
C. Moisture Control:
1. Where subgrade or layer of soil material must be moisture conditioned before compaction,
uniformly apply clean water to surface of subgrade, or layer of soil material, to prevent free
water appearing on surface during or subsequent to compaction operations.
2. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction
to specified density.
3. Soil material that has been removed because it is too wet to permit compaction but is
otherwise satisfactory may be stockpiled or spread and allowed to dry. Assist drying by
discing, harrowing or pulverizing until moisture content is reduced to a satisfactory value.
D. Structural fill shall be placed in layers not more than 9 inches loose depth for material compacted
by heavy compaction equipment. Each layer shall be compacted by a minimum of six coverages
with the equipment described below, to at least 98 percent of maximum dry density as determined
by AASHfO-T-180. Incidental compaction due to traffic by construction equipment will not be
credited toward the required minimum coverages.
E. Common fill consisting of other than structural fIll shall be placed and compacted in a manner
similar to that described above for structural fill, with the following exceptions:
1. Layer thickness prior to compaction may be increased to 12 inches in open areas.
2. Common fill, except dike fill, required below water level in peat excavation areas may be
placed as one lift, in-the-wet, to an elevation of one foot above the water level at the time of
filling.
F. Compaction of the fill by such means shall be to the same degree of compaction as obtained by
rubber-tired or vibratory roller equipment, and the ENGINEER may make the necessary tests to
determine the amount of compactive effort necessary to obtain equal compaction. Large
compaction equipment shall not be used within 5 feet of walls. Compaction equipment is subject
to approval by the ENGINEER.
G. Place fill material in layers not more than 6 inches loose depth for material compacted by hand-
operated tampers. Use manually operated sled-type vibratory compactors next to structures and
confined areas not accessible to heavy mechanical compaction equipment.
H. If the ENGINEER shall determine that added moisture is required, water shall be applied by
sprinkler tanks or other sprinkler systems, which will ensure uniform distribution of the water
over the area to be treated, and give complete and accurate control of the amount of water to be
used. If too much water is added, the area shall be permitted to dry before compaction is
continued.
I. The CONTRACTOR shall supply all hose, piping, valves, sprinklers, pumps, sprinkler tanks,
hauling equipment and all other materials and equipment necessary to place the water in the fill in
the manner specified.
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3.05 GRADING
A. General:
1. Uniformly grade fill areas within limits of project including adjacent transition areas.
Smooth finished surface within specified tolerances, compact with uniform levels or slopes
between points where elevations are shown, or between such points and existing grades. No
soft spots or uncompacted areas will be allowed in the work.
B. Grading Outside Building Lines:
1. Grade areas adjacent to building lines, as shown on the Drawings, to drain away from
structures and to prevent ponding. Finish surfaces free from irregular surface changes, and as
follows:
a. Finish lawn or unpaved areas to within not more than 0.10 feet above or below the
required elevation.
b. Shape surface of areas under walks to line, grade and cross-section, with finish surface
not more than 0.15 feet above the required subgrade and not below surrounding grade to
avoid ponding water from runoff.
C. Grading Surface of Fill Under Building Slabs:
1. Grade smooth and even, free of voids, compacted as specified, and to required elevation.
Provide final grades within a tolerance of 112-inch when tested with a 1O-foot straightedge.
D. Stones or rock fragments larger than 2-112 inches in their greatest dimension will not be permitted
in the top 6 inches of subgrade line of all dike, fills or embankments.
E. All cut and fill slopes shall be uniformly dressed to the slope, cross-section and alignment shown
on the Drawings, or as directed by the ENGINEER to prevent ponding water on driveways,
walkways or against structures.
F. During grading, protect all buried valve extensions and covers, sprinklers and any other
mechanical or structural object protruding from below grade.
3.06 FIELD QUALITY CONTROL
A. Quality Control Testing During Construction:
1. Allow testing service to inspect and approve subgrades and fill layers before further
construction work is performed.
B. If in the opinion of the ENGINEER, based on testing service reports and inspection, sub grade or
fIlls which have been placed are below specified density, provide additional compaction and
testing at no additional expense.
3.07 MAINTENANCE
· A. Protection of Graded Areas:
1. Protect newly graded areas from traffic and erosion. Keep free of trash and debris.
2. Repair and re-establish grades in settled, eroded and rutted areas to specified tolerances.
B. Reconditioning Compacted Areas:
1. Where completed compacted areas are disturbed by subsequent construction operations or
adverse weather, scarify surface, reshape and compact to required density prior to further
construction.
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3.08 DISPOSAL OF SURPLUS AND WASTE MATERIAL
A. All surplus and/or unsuitable excavated material shall be disposed of in the following way.
1. Transport from the OWNER's property and legally dispose of. Any permit required for the
hauling and disposing of this material beyond the OWNER's property shall be obtained prior
to commencing hauling operations.
?
B. Suitable excavated material may be used for fLll if it meets the specifications for satisfactory
material and is approved by the ENGINEER. Excavated material so approved may be neatly
stockpiled at the site where designated by the ENGINEER provided there is an area available
where it will not interfere with the operation of the facility and not inconvenience traffic or
adjoining property OWNERS.
C. Excavated rock may be used in open fill areas only with the approval of the ENGINEER.
END OF SECTION
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SECTION 02221
TRENCHING, BEDDING, AND BACKFILL FOR PIPES
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. The CONTRACTOR shall furnish all labor, materials, equipment, and incidentals necessary to
perform all excavation, backfill, fill, grading and slope protection required to complete the piping
work shown on the Drawings and specified herein. The work shall include, but not necessarily be
limited to: manholes; vaults, duct conduit, pipelines, storm sewers, and roadways and paving; all
backfilling, fill and required borrow; grading; disposal of surplus and unsuitable materials; and all
related work such as sheeting, bracing and water handling.
B. The work of all sections in DMSION 2 of these specifications shall be performed concurrently
with the work specified under this Section.
C. The CONTRACTOR shall examine the site and review the available test borings or undertake his
own subsurface investigations prior to submitting his bid, taking into consideration all conditions
that may affect his work. CONTRACTOR shall conform to all local ordinances and obtain any
required permits prior to performing any subsurface investigations. The OWNER and ENGINEER
will not assume responsibility for variations of sub-soil quality conditions at locations other than
places shown and at the time the investigation was made.
D. Backfill for pipe trenches shall be placed to the elevations shown on the drawings and/or noted as
either "existing grade" or "proposed grade" whichever is lower. Fill required above the "existing
grade" line shall be as specified.
E. All excavation, trenching, and related sheeting, bracing, etc. shall conform to the requirements of
the "Florida Trench Safety Act" (CSISB 2626) which incorporates, by reference, OSHA's
excavation safety standards, 29 CPR 1926.650 Subpart P.
F. Wherever the requirement for compaction is referred to herein it shall mean "at least that percent of
maximum density as determined by compaction tests, AASHfO T-180, Method "A" or "B".
G. Prior to the start of work the CONTRACTOR is required to submit his proposed method of
backfilling and compaction to the ENGINEER for review.
1.02 RELATED WORK
A. Site preparation is included in Section 02100.
B. Dewatering and Drainage is included in Section 02140.
C. Rock excavation is included in Section 02211.
D. Topsoil is included in Section 02284.
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E. Topsoiling and Sodding is included in Section 02932.
F. Pavement Repair and Resurfacing is included in Section 02575.
1.03 PROTECTION
A. Sheeting and Bracing in Excavations:
1. In connection with construction of below grade structures, the CONTRACTOR shall construct,
brace, and maintain cofferdams consisting of sheeting and bracing as required to support the
sides of excavations, to prevent any movement which could in any way diminish the width of
the excavation below that necessary for proper construction, and to protect adjacent structures,
existing yard pip~g and/or foundation material from disturbance, undermining, or other
damage. Care shall be taken to prevent voids outside of the sheeting, but if voids are formed
they shall be immediately filled and rammed.
2. For trench sheeting for pipes, no sheeting is to be withdrawn if driven below mid-diameter of
any pipe, and no wood sheeting shall be cut off at a level lower then 1 foot above the top of any
pipe unless otherwise approved by the ENGINEER. If during the progress of the work the
ENGINEER decides that additional wood sheeting should be left in place, he may direct the
CONTRACTOR in writing. If steel sheeting is used for trench sheeting, removal shall be as
specified above, unless written approval is given for an alternate method of removal.
3. All sheeting and bracing not left in place shall be carefully removed in such a manner as not to
endanger the construction or other structures, utilities, existing piping, or property. Unless
otherwise approved or indicated on the Drawings or in the Specifications, all sheeting and
bracing shall be removed after completion of the substructure, care being taken not to disturb or
otherwise injure the finished masonry. All voids left or caused by withdrawal of sheeting shall
be immediately refilled with sand by ramming with tools especially adapted to that purpose, by
watering or otherwise as may be directed.
4. The right of the ENGINEER to order sheeting and bracing left in place shall not be construed as
creating any obligation on his part to issue such orders, and his failure to exercise his right to do
so shall not relieve the CONTRACTOR from liability for damages to persons or property
occurring from or on the work occasioned by negligence or otherwise, growing out of a failure
on the part of the CONTRACTOR to leave in place sufficient sheeting and bracing to prevent
any caving or moving of the ground.
5. The CONTRACTOR shall construct the cofferdams and sheeting outside the neat lines of the
foundation unless indicated otherwise to the extent he deems it desirable for his method of
operation. Sheeting shall be plumb and securely braced and tied in position. Sheeting, bracing,
and cofferdams shall be adequate to withstand all pressures to which the structure will be
subjected. Pwnping, bracing, and other work within the cofferdam shall be done in a manner to
avoid disturbing any construction of the masonry enclosed. Any movement or bulging that may
occur shall be corrected by the CONTRACTOR at his own expense so as to provide the
necessary clearances and dimensions.
6. Drawings of the cofferdams, sheeting and bracing and design computations shall be submitted
to the ENGINEER and construction shall not be started until such drawings are received. The
drawings and computations shall be prepared and sealed by a Registered Professional
ENGINEER in the State of Florida and shall be in sufficient detail to disclose the method of
operation for each of the various stages of construction, if required, for the completion of the
substructures.
B. Dewatering, Drainage and Flotation:
1. The CONTRACTOR shall construct and place all pipelines, concrete work, structural fill,
screened gravel and gravel base course in-the-dry. All trenches and excavations are to be kept
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dry and free from water at all times when work is in progress and at no time is water to run
through the pipeline(s) or structure excavations. The CONTRACTOR shall maintain the water
level a minimum of one foot below proposed bottom of excavation. For purposes of this
Contract, "in-the-dry" is defmed as within minus 4 to plus 2 percent of the optimum moisture
content of the soil as defined by the appropriate moisture-density relationship. All dewatering
work proposed shall be at the CONTRACTORS expense.
2. The CONTRACTOR shall, at all times during construction, provide and maintain proper
equipment and facilities to remove promptly and dispose of properly all water entering
excavations and keep such excavations dry so as to obtain a satisfactory undisturbed subgrade
foundation condition until the fill, structure, or pipes to be built thereon have been completed to
such extent that they will not be floated or otherwise damaged by allowing water levels to
return to natural elevations.
3. Pipe and masonry shall not be laid in water or submerged within 24 hours after being placed.
Water shall not flow over new masonry within four (4) days after placement.
4. In no event shall water rise to cause unbalanced pressure on structures until the concrete or
mortar has set at least 24 hours. The CONTRACTOR shall prevent flotation of the pipe
promptly placing backfill.
5. Dewatering shall at all times be conducted in such a manner as to preserve the natural
undisturbed bearing capacity of the subgrade soils at proposed bottom of excavation.
6. Wellpoints may be required for predrainage of the soils prior to final excavation for some of the
deeper in-ground structures, or piping, and for maintaining the lowered groundwater level until
construction has been completed to such an extent that the structure, pipeline, or fIll will not be
floated or otherwise damaged. Well points shall be surrounded by suitable fIlter sand and no
fines shall be removed by pumping. Pumping from wellpoints shall be continuous and standby
pumps shall be provided.
7. The CONTRACTOR shall furnish all materials and equipment and perform all work required
to install and maintain the drainage systems he proposes for handling groundwater and surface
water encountered during construction of structures, pipelines, and compacted fills.
8. The CONTRACTOR shall provide for the disposal of the water removed from the excavation
in such manner as shall not cause injury to public health or private or public property or to any
portion of the work completed or in progress, to the surface of the streets, or cause any
impediment to the reasonable use of the site by other CONTRACTORS.
9. The CONTRACTOR shall engage a Geotechnical ENGINEER registered in the state of
Florida, to design the dewatering systems for all structures and pipelines. The CONTRACTOR
shall submit to the ENGINEER for review a conceptual plan for dewatering systems prior to
commencing work. The dewatering system installed shall be in conformity with the conceptual
plan, and certification of this shall be provided by the Professional ENGINEER. The
Professional ENGINEER shall be required to monitor the performance of the dewatering sys-
tems during the progress of the work and require such modifications as may be required to
assure that the systems are performing satisfactorily.
10. Prior to excavation, the CONTRACTOR shall submit his proposed method of dewatering and
maintaining dry conditions to the ENGINEER for information only. However, this shall not
relieve the CONTRACTOR of the responsibility for the satisfactory performance of the system
The CONTRACTOR shall be responsible for correcting any disturbance or natural bearing
soils or damage to structures caused by an inadequate dewatering system or by interruption of
the continuous operation of the system as specified.
11. As part of his request for review of a dewatering system, the CONTRACTOR shall
demonstrate the adequacy of the proposed system and wellpoint filter sand by means of a test
installation. Discharge water shall be clear, with no visible soil particles in a one quart sample.
12. During backfilling and construction, water levels shall be measured in observation wells located
as approved by the ENGINEER.
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13. Continuous pumping will be required as long as water levels are required to be below natural
levels.
14. In the event that the CONTRACTOR has attempted to dewater a trench location for at least 10
days, and it is so recognized by the OWNER and ENGINEER that the CONTRACTOR has
exhausted all standard means of dewatering (i.e., wellpoints, wells and pumps), an alternate
construction method may be proposed by the CONTRACTOR. Complete details, specifica-
tions, manufacturer's descriptive literature, installation lists and any other pertinent data
regarding the alternate method(s) shall be submitted as an alternate by the CONTRACTOR to
the ENGINEER for review within ten (10) days of the time that the CONTRACTOR antici-
pates using such alternate method.
15. The alternate method may be used, so long as the work is performed in a manner which, in the
opinion of the ENGINEER and OWNER, conforms to the method and procedure as set forth in
the information supplied by the CONTRACTOR in his original application for use of an
alternate method. The ENGINEER may revoke the alternate method if at any t~, in his
opinion, the work is not conforming to any applicable portion of these specifications. All
alternate methods proposed for dewatering shall be at the CONTRACTOR's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. General:
1. Materials for use as fill and backfill shall be as described below. For each material, the
CONTRACTOR shall notify the ENGINEER of the source of the material and shall furnish the
ENGINEER, for approval, a representative sample weighing approximately 50 pounds, at least
ten (10) calendar days prior to the date of anticipated use of such material.
2. Additional materials shall be furnished as required from off-site sources and hauled to the site.
3. Disposal of unsuitable material is specified in this Section, see Paragraph 3.08.
B. Structural Fill:
1. Structural fill shall be used below spread footing foundations, slab-on-grade floors, and other
structures as backfill within three (3) feet of the below grade portions of structures.
2. Structural fill material shall be a minimum of 90 percent clean sand, free of organic, deleterious
and/or compressible material. Amount of material passing No. 200 sieve shall not exceed 10
percent. Minimum acceptable density shall be 100 percent of the maximum density as
determined by AASHTO T -180. Rock of 3-112 - 6-inches in diameter can be used in the fill
material except for the following exceptions; maximum of 1-112 inches within 12-inches of a
pipeline and a maximum of 3-1/2 inches within 12-inches of a road subgrade or a structure. If
the moisture content is not within minus 4 to plus 2 percent of optimum moisture content or
improper for attaining the specified density, either water shall be added or material shall be
permitted to dry until the proper moisture content for compaction is reached.
C. Crusher-Run Gravel:
1. If approved by the ENGINEER, the impervious aggregate base, crusher-run gravel, subbase, or
shoulder course material shall be of uniform quality throughout. The material retained on the
No. 10 sieve shall be composed of aggregate meeting the requirements for Class A or B coarse
aggregate, except the percent of soft fragments allowed shall be as shown in the requirements
below. To be used only if requested by CONTRACTOR and approved by the ENGINEER.
2. The impervious aggregate may be produced from an approved quarry source, or bank or pit
deposit, which will yield a satisfactory mixture conforming to all requirements of these
specifications after it has been crushed or processed as a part of the mining operations, or the
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material may be furnished in two sizes of such gradation that when combined in the central mix
plant the resultant mixture shall conform to the required specifications. hnpervious aggregate
base, subbase or shoulder material shall conform to the following requirements:
a. Gradation, Percent by Weight Passing Each Sieve
12" Sieve
3/4" Sieve
No. 10 Sieve
No. 60 Sieve
No. 200 Sieve
100
60 - 100
30 - 55
8 - 35
5 -20
Tests on Materials Passing No. 10 Sieve
V oluine Change, Percent 0-18
Test on Material Retained on 3/8 Sieve
Soft Fragments, Percent 0-30
Method of Tests shall be in accordance with the following:
Gradation AASHTO: T27
Volume Change GOO: 6
Soft Fragments AASHfO: T189
D. Limerock Base Course:
1. Limerock shall be used as base course for bituminous paved roads and parking areas, riprap and
at other locations indicated on the Drawings.
2. Limerock shall not contain cherty or other extremely hard pieces, or lumps, or balls or pockets
of sand material in sufficient quantity as to be detrimental to the proper bonding, finishing or
strength of the limerock base.
3. Gradation and Size Limits:
At least 97 percent (by weight) of the material shall pass a 3-112 inch sieve and the material
shall be graded uniformly down to dust. The fine material shall consist of dust of fracture. All
crushing or breaking up which might be necessary in order to meet such size requirements shall
be done before the material is in place.
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E. Common Fill:
1. Common fill material shall be free from organic matter, muck or marl, and rock exceeding
6-inches in diameter. Rock of 3-112 - 6-inches in diameter can be used in the fill material
except for the following exceptions; maximum of 1-112 inches within 12-inches of a pipeline
and a maximum of 3-112 inches within 12-inches of a road subgrade or a structure. Common
fill shall not contain broken concrete, masonry, rubble or other similar materials. Existing soil
may be used to adjust grades over the site with the exception of the building area.
2. Material falling within the above specification, encountered during the excavation, may be
stored in segregated stockpiles for reuse. All material which, in the opinion of the ENGINEER,
is not suitable for reuse shall be spoiled as specified herein for disposal of unsuitable materials.
F. Bedding Rock:
1. FDOT No. 89 stone may be used for pipe bedding, or other structures, and at other locations
indicated on the Drawings.
2. Bedding rock shall be graded FDOT No. 89 stone. This bedding shall consist of at least 6
inches of graded stone placed in the trench to the proposed elevation of the invert of the pipe
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prior to any pipe laying. This bedding may be used under certain circumstances as a drain for
groundwater, subject to the approval of the ENGINEER. The CONTRACfOR shall take all
precautions necessary to maintain the bedding in a compacted state and to prevent washing,
erosion or loosening of this bed.
3. All bedding and fill material shall be subject to the approval of the ENGINEER.
PART 3 - EXECUTION
3.01 FILL PLACEMENT
A. General:
1. Material placed in fill areas under and around structures shall be deposited within the lines and
to the grades shown on the Drawings or as directed by the ENGINEER, making due allowance
for settlement of the material. Pill shall be placed only on properly prepared surfaces which
have been inspected and approved by the ENGINEER. If sufficient common fill material is not
available from excavation on site, the CONTRACTOR shall provide borrows as may be
required at CONTRACTOR's expense.
2. Limerock base course material and structural fIll shall be provided as borrow at
CONTRACTOR's expense.
3. Pill shall be placed in substantially level lifts throughout the site, starting in the deepest portion
of the fill. The entire surface of the work shall be maintained free from ruts, and in such
condition that construction equipment can readily travel over any section. Pill shall not be
placed against concrete structures until they have attained sufficient strength.
4. Fill shall be placed and spread in layers by a bulldozer or other approved method. During the
process of placement and spreading, all roots, debris, and stones greater in size than specified
under Materials, shall be removed from the fill areas, and the CONTRACTOR shall assign a
sufficient number of men to this work to insure satisfactory compliance with these
requirements.
5. If the compacted surface of any layer of material is determined to be too smooth to bond
properly with the succeeding layer, it shall be loosened by harrowing or by an other approved
method before the succeeding layer is placed.
6. All fill materials shall be placed and compacted "in-the-dry." The CONTRACTOR shall
dewater excavated areas and is required to perform the work in such manner as to preserve the
undisturbed state of the natural inorganic soils.
3.02 COMPACTION
A. Limerock base course, stabilized subgrade, and screened limerock in open areas, shall be placed in
layers not to exceed six (6) inches in depth as measured before compaction. Each layer shall be
compacted by a minimum of six coverages (3 passes each way) with the equipment described
below, to at least 100 percent of the maximum dry density, as determined by AASHTO T -180.
Limerock base course shall be compacted to a minimum LBR of 100 and the stabilized subgrade to
a minimum of LBR 40, Type "B II stabilization. Incidental compaction due to traffic by construction
equipment will not be credited toward the required minimum six coverages.
'1
B. Common fill for pipeline backfill under paved areas shall be placed and compacted to at least 98
percent maximum dry density as determined by AASHfO T -180 in a manner similar to that
described above for structural fill, with the following exceptions: layer thickness prior to compac-
tion may be increased to 12-inches in open areas.
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C. Compaction equipment in open areas shall consist of a medium-heavy, vibrator roller (minimum
static weight of 10 tons) operated at resonant frequency and at a speed of 2 fps or less or other
compaction equipment approved by the ENGINEER.
D. Areas adj acent to structures and other confined areas inaccessible to the vibrator roller shall be
compacted with manually operated sled-type vibratory compactor. The CONTRACTOR shall also
conform to additional backfilling requirements at structures as specified in Paragraph 3.04.
Compaction of the ftIl by such means shall be to the same degree of compaction as obtained by the
aforementioned heavy vibrating equipment, and the ENGINEER may make the necessary tests to
determine the amount of compactive effort necessary to obtain equal compaction. Unless such tests
indicated that modifications may be made, the fill compacted by mechanical compactors shall be
placed in 6-inch layers and thoroughly tamped over the entire surface. Compaction equipment is
subject to approval by the ENGINEER.
E. It is the intention that the fill materials with respect to moisture be used in the condition they are
excavated insofar as this is practicable. Material which is too wet (more than 2 percent of optimum
moisture content) shall be spread on the fill area and permitted to dry, assisted by harrowing if
necessary, until the moisture content is reduced to allowable limits as defmed by "in-the-dry"
conditions.
F. If the ENGINEER shall determine that added moisture is required, water shall be applied by
sprinkler tanks or other sprinkler systems, which will insure uniform distribution of the water over
the area to be treated, and give complete and accurate control of the amount of water to be used. If
too much water is added the area shall be permitted to dry before compaction is continued.
G. The CONTRACTOR shall supply all water, hose, piping, valves, sprinklers, pumps, sprinkler tanks,
hauling equipment, and all other materials, and equipment necessary to place the water in the fill in
the manner specified.
H. Density tests may be performed by the OWNER or soils testing laboratory on every lift of trench
backfill at 200 foot intervals or as determined by the ENGINEER.
3.03 TEST PITS
A. The CONTRACTOR shall be required to excavate test pits sufficiently in advance for the purpose
of locating all known and upknown underground utilities or structures as an aid in establishing the
precise location of new work. Test pits shall be backfilled as soon as the desired information has
been obtained. The backfilled surface shall be maintained in a satisfactory condition for travel until
resurfaced as hereinafter specified. If in a paved area, test pit shall be cold patched with asphalt.
B. Excavation of test pits shall be considered work incidental to the project and shall be done at the
CONTRACTOR's expense.
. -. C. If, for any reason, a test pit is left open for any period of time, it shall be properly barricaded and
lighted by the CONTRACTOR, when directed by the ENGINEER.
3.04 TRENCH EXCAVATION, PIPE LAYING AND BACKFILLING
A. Excavation for all trenches required for the installation of pipes and electrical ducts shall be made to
the depths indicated on the Drawings and in such manner and to such widths as will give suitable
room for laying the pipe or installing the ducts within the trenches, for bracing and supporting and
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for pumping and drainage facilities. The bottom of the excavations shall be firm and dry and in all
respects acceptable to the ENGINEER.
B. Rock shall be removed to a minimum 6-inch clearance around the bottom and sides of all the pipe
or ducts being laid.
C. Where pipes or ducts are to be laid in a rock bedding or encased in concrete the trench may be
excavated by machinery to or just below the designated subgrade provided that the material
remaining in the bottom of the trench is no more than slightly disturbed.
D. Where the pipes or ducts are to be laid directly on the trench bottom, the lower part of the trenches
shall not be excavateq to grade by machinery. The last of the material being excavated manually,
shall be done in such a manner that will give a flat bottom true to grade so that pipe or duct can be
evenly supported on undisturbed material. Bell holes shall be made as required.
E. Backfilling over pipes shall begin as soon as practicable after the pipe has been laid, jointed, and
inspected and the trench filled with suitable compacted material to a point indicated on the detailed
Drawings.
F. All pipe and fittings shall be thoroughly cleaned before laying, shall be kept clean until they are
used in the work, and when laid, shall conform to the lines and grades required. All pipe and
fittings shall be installed in accordance with requirements of A WW A Standard Specifications and
the manufacturers' recommendations. A firm, even bearing throughout the length of the pipe shall
be constructed by tamping the selected backftl1 material at the sides of the pipe up to 12-inches over
the top of the pipe. Blocking will not be permitted. If any defective pipe is discovered after it has
been laid, it shall be removed and replaced with a sound pipe in a satisfactory manner by the
CONTRACTOR, at his own expense.
G. The trench bottom shall be graded to the proposed elevation of the pipeline and the bottom shaped
to fit the lower quadrant of the pipe. Holes shall be excavated at each bell so that pipe is uniformly
supported along the entire length of the barrel only and not the bell.
H. The laying of the pipe in finished trenches shall be commenced at the lowest point, with the spigot
ends pointing in the direction of flow. The interior of the pipe and the jointing seal shall be free
from sand, soil and trash before installing in the line. Extreme care must be taken to keep the bells
of the pipe free from soil and rocks so that joints may be properly assembled without overstressing
the bells. Sewers shall be laid accurately to the line and grade.
I. When installation is not in progress, including lunchtime, or the potential exists for soil or debris to
enter the pipe, the open ends of the pipe shall be closed with watertight plugs or other approved
means.
Under no circumstances shall the pipe or accessories be dropped into the trench.
, ,.~ J.
K.
L.
Backfilling over pipe and ducts shall begin not less than twenty-four (24) hours after placing
concrete encasement unless otherwise approved by the ENGINEER.
All backfilling shall be prosecuted expeditiously and as detailed on the Drawings.
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M. Space between the pipe and sides of the trench shall be packed full by hand shovel with selected
backfill material or FDOT No. 89 stone and thoroughly compacted in accordance with Article 3.02
with a tamper to a depth of 12-inches over the top of the pipe.
N. The filling shall be carried up evenly on both sides with at least one person tamping for each person
shoveling material into the trench.
O. The remainder of the trench above the compacted backfill, as just described, shall be filled
thoroughly compacted by rolling, ramming, as the ENGINEER may direct, sufficiently to prevent
subsequent settling.
P. Where the pipes are laid cross country, the trench backfill material shall be mounded 3-inches
above the existing grade or as directed. Wherever a loam or gravel surface exists prior to cross
country excavations, it shall be removed, conserved, and replaced to the full original depth as part
of the work under the pipe items. In some areas it may be necessary to remove excess material
during the cleanup process, so that the ground may be restored to its original level and condition. If
the CONTRACTOR prefers not to store loam or topsoil, he shall replace it with loam or topsoil of
equal quality in equal quantity.
Q. Backfill around manholes or structures shall be selected material, compacted in place. All backfill
shall be compacted, especially under and over pipes connected to the structures. Selected backfill
shall be free from stones larger than 3-1/2-inches.
3.05 BACKFILLING AROUND STRUCTURES
A. Common ftll and structural fill are specified for use as backfill against the exterior walls of the
structures. Fill shall be placed in layers having a maximum thickness of twelve (12) inches in loose
state and shall be compacted sufficiently to prevent settlement If compaction is by rolling or
ramming, material shall be wet down as required. No boulders shall be allowed to roll down the
slopes and hit the walls.
B. Backfilling shall be placed evenly on all walls of an individual structure simultaneously. A
variation of two (2) feet in elevation will be the maximum allowable. No backfill shall be allowed
against walls until the walls and their supporting slabs if applicable have attained sufficient
strength. Backfilling shall be subjected to approval of the ENGINEER.
C. In locations where pipes pass through building walls, the CONTRACTOR shall take the following
precautions to consolidate the refill up to an elevation of at least 1 foot above the bottom of the
pIpes:
1. Place structural fill in such areas for a distance of not less than 3 feet either side of the center
line of the pipe in level layers not exceeding 6-inches in depth.
2. Wet each layer to the extent directed and thoroughly compact each layer with a power tamper
to the satisfaction of the ENGINEER.
3. Structural fill shall be of the quality specified under Part 2 of this Section.
'"\
D. The surface of filled areas shall be graded to smooth true lines, strictly conforming to grades
indicated on the grading plan, and no soft spots or uncompacted areas will be allowed in the work.
E. Temporary bracing shall be provided as required during construction of all structures to protect
partially completed structures against all construction loads, hydraulic pressure, and earth pressure.
The bracing shall be capable of resisting all loads applied to the walls as a result of backfilling.
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3.06 GRADING
A. Grading shall be performed at such places as are indicated on the Drawings, to the lines, grades, and
elevations shown or as directed by the ENGINEER and shall be made in such a manner that the
requirements for formation of embankments can be followed. All unacceptable material
encountered, of whatever nature within the limits indicated, shall be removed and disposed of as
directed. During the process of excavation, the grade shall be maintained in such condition that it
will be well drained at all times. When directed, temporary drains and drainage ditches shall be
installed to intercept or divert surface water which may affect the prosecution or condition of the
work.
B. If at the time of excavation it is not possible to place any material in its proper section of the
permanent structure, it shall be stockpiled in approved areas for later use. No extras will be
considered for the stockpiling or double handling of excavated material.
C. The right is reserved to make minute adjustments or revisions in lines or grades if found necessary
as the work progresses, due to discrepancies on the Drawings or in order to obtain satisfactory
constructi on.
D. Stones or rock fragments larger than 3-112-inches in their greatest dimensions shall not be permitted
in the top 12-inches of the subgrade line of all dikes, fills or embankments.
E. All fill slopes shall be unifonnly dressed to the slope, cross section and alignment shown on the
Drawings, or as approved by the ENGINEER.
F. In cuts, all loose or protruding rocks on the back slopes shall be barred loose or otherwise removed
to line or finished grade of slope. All fill slopes shall be uniformly dressed to the slope, cross
section and alignment shown on the Drawings or as approved by the ENGINEER.
G. No grading is to be done in areas where there are existing pipelines that may be uncovered or
damaged until such lines which must be maintained are relocated, or where lines are to be
abandoned, all required valves are closed and drains plugged at manholes.
3.07 RESTORING TRENCH SURFACE
A. Where the trench occurs adjacent to paved street, in shoulders, sidewalks, or in cross-country areas,
the CONTRACTOR shall thoroughly consolidate the backfill and shall maintain the surface as the
work progresses. If settlement takes place, he shall immediately deposit additional fIll to restore the
level of the ground.
B. The surface of any driveway or any other area which is disturbed by the trench excavation and
which are not a part of the paved highway shall be restored by the CONTRACTOR to a condition at
least equal to that existing before work began.
C. In sections where the pipelines pass through grassed areas, the CONTRACTOR shall, at his own
expense, remove and replace the soil, or shall loam and seed the surface to the satisfaction of the
ENGINEER. The depth of loam replaced shall be at least equal to that removed by the
CONTRACTOR in his trenching operations, but in no event shall it be placed less than 4-inches in
depth. Sod disturbed in front of existing developed lots shall be replaced to match the existing sod.
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In addition, CONTRACTOR shaH sod 20 feet either side of developed lots within right-of-way,
remainder of right-of-way will be seeded and mulched.
3.08 DISPOSAL OF UNSUITABLE AND SURPLUS MATERIAL
A. Unsuitable excavated materials and pavement shall be removed and disposed of by the
CONTRACTOR off the project site within the requirements of all governmental agencies. Suitable
surplus excavated material shall remain the OWNER's property and shall be disposed of as de-
scribed in Article 3.08, Section 02220.
B. Suitable excavated material may be used for fill or backfill if it meets the specifications for COllUllOn
fill and is approved by the ENGlNEER. Excavated material so approved may be neatly stockpiled
at the site where approved by the OWNER and ENGINEER provided there is an area available that
will not inconvenience traffic or adjoining property OWNERS.
C. Surplus suitable excavated material shall be used to flll depressions as the ENGINEER may direct
or be disposed as indicated in Section 02220.
3.09 DISPOSAL AND REPLACING OF ROCK
Rock may be used in fill only with the approval of the ENGINEER or as shown on the Drawings.
3.10 SPECIAL FOUNDATIONS
A. The CONTRACfOR shall furnish and install a special foundation, where specified, for pipelines
and other structures as shown on the Drawings.
B. All pipelines when specified and shown on the Drawings shall be installed on the special bedding
foundation and the prices for laying the pipelines shall be included in this cost. This bedding shall
consist ofFDOT No. 89 stone placed in the trench to the proposed elevation of the invert of the
pipe prior to any pipe laying. This bedding may be used under certain circumstances as a drain for
groundwater, subject to the approval of the ENGINEER. The CONTRACTOR shall take all
precautions necessary to maintain the bedding in a compacted state and to prevent washing erosionor loosening of this bed.
END OF SECTION
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SECTION 02223
EXCAVATION BELOW NORMAL GRADE AND CRUSHED STONE OR SHELL REFILL
PART 1- GENERAL
1.01 SCOPE OF WORK
A. If in the opinion of the ENGINEER or shown on the Drawings, the material at or below the normal
grade of the bottom of the trench is unsuitable for pipe or structure foundation, it shall be removed
to the depth directed by the ENGINEER or shown on the Drawings and replaced by crushed stone
or washed shell and paid for by the CONTRACfOR as part of the pipe installation.
B. Crushed stone or washed shell pipe bedding is not included in the scope of work under this
Section.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Crushed stone and washed shell shall be as specified in Section 02221.
PART 3 - EXECUTION
3.01 EXCAVATION AND DRAINAGE
A. Whatever the nature of unstable material encountered or the groundwater conditions, trench
dewatering shall be complete and effective.
B. If the CONTRACTOR excavates below grade through error or for his own convenience, or
through failure to properly dewater the trench, or disturbs the subgrade before dewatering is
sufficiently complete, he may be allowed by the ENGINEER to excavate below grade as set forth
in the preceding paragraph, in which case the work of excavating below grade and fmishing and
placing the refill shall be performed at the CONTRACTOR's own expense.
3.02 REFll...L
A. If the material at the level of trench bottom consists of fme sand, sand and silt or soft earth, the
subgrade material shall be removed to the extent directed by the ENGINEER and the excavation
refilled with crushed FDOT No. 89 stone or washed shell.
END OF SECTION
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SEcrION 02260
FINISH GRADING
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Finish grade sub-soil.
B. Cut out areas to rece}ve stabilizing base course materials for paving and sidewalks.
C. Place, fInish grade and compact top soil.
1.02 PROTEcrION
A. Prevent damage to existing fencing, trees, landscaping, natural features, bench marks, pavement and
utility lines. Correct damage at no cost to the OWNER.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Topsoil: Friable loam free from subsoil, roots, grass, excessive amount of weeds, stones, and
foreign matter; acidity range (pH) of 5.5 to 7.5; containing a minimum of 4 percent and a maximum
of 25 percent organic matter. Use topsoil stockpiles on site if conforming to these requirements.
PART 3 - EXECUTION
3.01 SUB-SOIL PREPARATION
A. Rough grade sub-soil systematically to allow for a maximum amount of natural settlement and
compaction. Eliminate uneven areas and low spots. Remove debris, roots, branches, stones, etc.
Remove sub-soil which has been contaminated with petroleum products.
B. Cut out areas to sub-grade elevation, which are to receive stabilizing base for paving and
sidewalks.
C. Bring sub-soil to required levels, profiles and contours. Make changes in grade gradual. Blend
slopes into level areas.
..~
D. Slope grade away from building minimum 2 inches in 10 feet unless indicated otherwise on the
Drawings.
E. Cultivate sub-grade to a depth of 3 inches. where topsoil is to be placed. Repeat cultivation in
areas where equipment, used for hauling and spreading topsoil, has compacted sub-soil.
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3.02 PLACING TOPSOIL
A. Place topsoil in areas where seeding, sodding and planting is to be performed. Place to the
following minimum depths, up to fInished grade elevations.
1. 6 inches for seeded areas.
2. 4-112 inches for sodded areas.
3. 24 inches for shrub beds.
4. 18 inches for flower beds.
B. Use topsoil in relatively dry state. Place during dry weather.
, C. Fine grade topsoil eliminating rough and low areas to ensure positive drainage. Maintain levels,
profiles and contours of sub-grades.
D. Remove stone, roots, grass, weeds, debris, and other foreign material while spreading.
E. Manually spread topsdil around trees, plants, building, to prevent damage which may be caused by
grading equipment.
F. Lightly compact placed topsoil.
3.03 SURPLUSMATERIAL
A. Remove surplus sub-soil and topsoil from site.
B. Leave stockpile areas and entire job site clean and raked, ready to receive landscaping.
END OF SECTION
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SECTION 02276
TEMPORARY EROSION AND SEDIMENTATION CONTROL
PART I-GENERAL
1.01 SCOPE OF WORK
A. The CONTRACTOR shall furnish all labor, materials, equipment, and incidentals necessary to
perform all installation, maintenance, removal, and area cleanup related to sedimentation control
work as shown on the Drawings and as specified herein or as required to prevent the transport of
silt or sediment outside the limits of construction. The work shall include, but not necessarily be
limited to, installation of temporary access ways and staging areas, silt fences, temporary seeding,
turbidity barriers, sediment removal and disposal, device maintenance, removal oftemporary
devices, temporary mulching, and final cleanup.
B. The CONTRACTOR shall prepare a Sedimentation and Erosion Control Plan. This plan shall be
used as a minimum in developing the Pollution Prevention Plan for the NPDES permit
application (notification) to be filed by the CONTRACTOR.
1.02 RELATED WORK (REQUIREMENTS)
A. The Contract Documents shall include, but are not limited to, the following related requirements.
1. Florida Building Codes
2. Permits
3. Sodding is included in Section 02932.
4. Any Soil Erosion and Sediment Control Ordinance in force in Collier County, Florida
5. Florida Water Management District Requirements
1.03 SUBMITTALS
A. Within 10 days after award of Contract, the CONTRACTOR shall submit to the ENGINEER for
approval, technical product literature for all commercial products to be used for sedimentation
and erosion control.
1.04 QUALITY ASSURANCE
A. The CONTRACTOR shall be responsible for the timely installation and maintenance of all
sedimentation control devices necessary to prevent the movement of sediment from the
construction site to off-site areas or into the stream or wetland system or
preservation/conservation areas via surface runoff or underground drainage systems. Measures in
addition to those shown on the Drawings necessary to prevent the movement of sediment outside
the limits of construction shall be installed, maintained, removed, and cleaned up at the expense
of the CONTRACTOR. No additional charges to the OWNER will be considered.
B. Sedimentation and erosion control measures shall conform to the Best Management Practices
outlined in the Drawings and in the Florida Development Manual.
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PART 2 - PRODUCTS
2.01 MATERIALS
A. Silt Fence
1. Steel posts shall be a minimum of 5 feet in length, 2-112-in by 2-1/2-in by 1/4-in angle post
with self-fastening tabs and a 5-in by 4-in (nominal) steel anchor plate at bottom.
2. Welded wire fabric shall be 4-in by 4-in mesh of 12 gauge by 12 gauge steel wire.
3. Silt fence fabric shall be a woven, polypropylene, ultraviolet resistant material such as Mirafi
100X as manufactured by Mirafi, Inc., Charlotte, NC or equal.
4. Tie wires for securing silt fence fabric to wire mesh shall be light gauge metal clips (hog
rings), or l/32-in diameter soft aluminum wire.
5. Prefabricated commercial silt fence may be substituted for built-in-field fence. Pre-fabricated
silt fence shall be "Envirofence" as manufactured by Mirafi Inc., Charlotte, NC or equal.
B. Turbidity Barriers
1. Turbidity barriers meeting FDOT Type I and Type IT requirements shall be provided.
Turbidity barrier may be floating or staked, based on the conditions at the location for
installation. Turbidity barrier shall be capable of functioning properly for flow conditions up
to a 5-yearI24-hour storm event. Turbidity barriers shall be constructed of PVC or
polypropylene material, all portions that will be exposed to direct sunlight shall be ultraviolet
resistant. All metal components shall be corrosion resistant. Woven materials may be
acceptable for installations where high flow conditions may exist during storm events.
Turbidity barriers shall be "Mark I", "Mark IT", or "PC-2" as manufactured by American
Boom & Barrier Corporation, Cape Canaveral, FL or equal.
C. Straw mulch shall be utilized on all newly graded areas to protect areas against washouts and
erosion. Straw mulch shall be comprised of threshed straw of oats, wheat, barley, rye, or hay that
is free from noxious weeds, mold or other objectionable material. The straw mulch shall contain
at least 50 percent by weight of material to be lO-in or longer. Straw shall be in an air-dry
condition and suitable for placement with blower equipment.
D. Latex acrylic copolymer, such as Soil Sealant with coalescing agent as manufactured by Soil
Stabilization Co., Merced, CA or approved equivalent shall be used as straw mulch tackifier.
E. An asphalt tackifier may be used in place of a latex acrylic copolymer with prior written approval
from the ENGINEER.
F. Temporary Sod: This work shall consist of furnishing and placing sod in accordance with
Section 02932 within areas designated by the ENGINEER, in order to temporarily control
erosion. If the sod is determined to be of a temporary nature, at the discretion of the ENGINEER
the requirements for fertilizer and lime may be eliminated. The sod shall be kept in a moist
condition in order to insure growth.
. -.
.
G. Baled Hay or Straw: This work shall consist of construction of baled hay or straw dams to
protect against downstream accumulations of silt. The baled hay or straw dams shall be
constructed in accordance with the details in the FDOT Roadway and Traffic Design Standards.
All baled hay or straw utilized shall comply with the provisions of FDOT Specification Section
9811-3.1 for dry mulch.
H. Erosion control matting shall be installed as shown on the drawings or as approved. Erosion
control matting shall be North American Green P300 or equal.
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I. Excelsior matting shall be installed as shown on the drawings or as approved. Excelsior matting
shall be North American Green SC150 or equal.
J. Fabric formed concrete erosion protection shall be Armorform as manufactured by Nicolon, or
equal. Material shall correspond to the 4-inch thick Uniform Section Mat (USM), or equal.
PART 3 - EXECUTION
3.01 LOCATION OF SEDIMENTIEROSION CONTROL AND TURBIDITY BARRIERS
A. At a minimum, sediment/erosion control devices shall be installed at aU locations shown on the
plans.
B. Sediment/erosion control devices shall be installed at 500 feet intervals along all swales and
ditches constructed and around all installed drainage structures prior to placement of sod.
C. Sediment/erosion control shall be installed along all limits of construction in all locations that are
within 50 feet of a wetland or preservation area. Sediment and erosion control devices shall
extend the entire length of the area within 50 feet of the wetland boundary and continue following
the 50 foot wetland buffer until device is at least 50 feet outside of limits of construction.
Wetlands shall be all vegetative communities considered to be jurisdictional by one or more of
the following agencies: Southwest Florida Water Management District, Florida Department of
Environmental Protection, and the U.S. Army Corps of Engineers.
D. Sediment control or turbidity barriers shall be installed along the upstream side of all littoral
zones within stormwater ponds. Sediment control or turbidity barriers shall be installed along the
open waterside of all littoral zones in borrow areas in which excavation is being conducted.
E. CONTRACTOR shall provide additional sediment/erosion control and turbidity barriers as
needed to control the transport of silt and sediments outside of the limits of construction.
F. Sediment/erosion control shall be installed around the base of all soil stockpile areas. All non-
working faces of soil stockpiles, which will be in place longer than three months shall be sodded
in accordance with the temporary sod requirements in Section 02932 - Sodding.
G. Sediment/erosion control devices shall be installed along the perimeter of all staging areas.
H. Sediment and erosion control devices shall be installed around all donor wetlands when
earthmoving, other than relocating wetlands, is conducted with 50 feet of the Donor Wetland.
The sediment and erosion control device shall be placed at least 30 feet outside of the wetland
boundary .
I. Sediment/erosion control for all construction activities that take place within an existing
Jurisdictional Wetland (SWFWMD, FDEP, and/or ACOE), which will only be partially impacted
by construction, shall have double sediment/erosion control barriers. The separation between the
double barriers shall be at least 10 feet, but no greater than 20 feet.
J. All disturbed areas, greater than 10,000 square feet, in which construction activities have stopped
and are not anticipated to resume for a period of three months or longer shall be temporarily
seeded, within five days of stoppage of construction, in accordance with the temporary sodding
requirements in Section 02932.
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K. All disturbed areas, greater than 10,000 square feet, in which construction activities have been
stopped and are not anticipated to resume for a period of 21 days, but not longer than three
months shall be temporarily mulched, within five days of stoppage of construction in accordance
with Paragraph 3.04.
3.02 INSTALLATION
A. Silt Fence Installation
1. Silt fences shall be positioned as specified indicated on the Drawings and as necessary to
prevent movement of sediment produced by construction activities outside of the limits of
construction.
2. Dig trench appro~tely 6-in wide and 6-in deep along proposed fence lines.
3. Drive metal-stakes, 8 feet on center (maximum) at back edge of trenches. Stakes shall be
driven 2 feet (minimum) into ground.
4. Hang 4 by 4 woven wire mesh on posts, setting bottom of wire in bottom of trench. Secure
wire to posts with self-fastening tabs.
5. Hang filter fabric on wire carrying to bottom of trench with about 4-in of fabric laid across
bottom of trench. Stretch fabric fairly taut along fence length and secure with tie wires 12-in
O.C. both ways.
6. Backfill trench with excavated material and tamp.
7. Install pre-fabricated silt fence according to MANUFACfURER's instructions.
B. Haybale Barrier
1. Bales shall be either wire-bound or string-tied with the bindings oriented around the sides
rather than over and under the bales.
2. Bales shall be placed lengthwise in a single row with the ends of adjacent bales tightly
abutting one another.
3. The barrier shall be entrenched and backfilled. A trench shall be excavated the width of a
bale and the length of the proposed barrier to a minimum depth of 4 inches. After bales are
staked and chinked, the excavated soil shall be backfilled against the barrier. Backfilled
material shall conform to the ground level on the downhill side and shall be built up to 2
inches against the uphill side.
4. Each bale shall be securely anchored by at least two stakes or rebars driven through the bale.
The first stake shall be driven toward the previously laid bale to force the bales together.
Stakes shall be driven deep enough into the ground to securely anchor the bales.
5. The gaps between each bale shall be chinked (filled by wedging) with straw to prevent water
from escaping between the bales.
C. Turbidity Barriers
1. Turbidity barriers should extend the entire depth of the water.
2. Turbidity barriers should not be placed perpendicular to flow. Barriers should be installed at
an angle to the flow. Angle should be determined on the amount of flow in the waterway and
the MANUFACTURER's recommendation.
3. Turbidity barrier should be 10 to 20 percent longer than the straight line measurement.
4. Joints between panels should be kept to a minimum.
5. Barrier should extend to the top of bank. All ends should be secured firmly to the shoreline.
6. Where significant flow is anticipated, a heavy woven pervious filter fabric may be
substituted.
D. Inlet Protection
1. Inlet protection shall be installed for all catch basins, drop inlets, drop structures, inlets to
drainage pipes, or other structures as indicated on plans.
2. A 5-foot strip of sod shall be laid surrounding the perimeter each structure.
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3. A silt fence or haybale barrier shall be installed around the perimeter of the sodded area.
E. Fabric Formed Concrete Erosion Protection
1. Fabric formed concrete erosion protection shall be installed as shown on the Drawings and in
accordance with MANUFACTURER's recommendations.
3.03 MAINTENANCE AND INSPECTIONS
A. Inspections
1. CONTRACTOR shall make a visual inspection of all sedimentation and erosion control
devices (including turbidity barriers) once per week and promptly after every rainstorm. If
such inspection reveals that additional measures are needed to prevent movement of sediment
to areas outside the limits of construction, CONTRACTOR shall promptly install additional
devices as needed. Sediment controls in need of maintenance shall be repaired promptly.
2. CONTRACTOR shall keep a log of all inspections indicating the following:
Date and time of inspection
Inspector
Amount of rainfall
Erosion and sediment control devices inspected
Condition of sediment and erosion control devices
Repairs needed
Date repair is completed
B. Device Maintenance
1. Silt Fences
a. Remove accumulated sediment once it builds up to one-half of the height of the fabric.
b. Replace damaged fabric, or patch with a 2-ft minimum overlap.
c. Make other repairs as necessary to ensure that the fence is filtering all runoff directed to
the fence.
2. Haybale Barriers
a. Remove accumulated sediment once it builds up to one-half of the height of the haybales.
b. Replace damaged haybales.
c. Make other repairs as necessary to ensure that the haybales are filtering all runoff
directed to the barrier.
3. Inlet Protection
a. Remove accumulated sediment once it builds up to one-half of the height of the barrier.
b. Remove all sediment accumulated within the barrier and replaced damaged sod.
c. Make other repair as necessary to ensure that the inlet protection device is operating
properly.
4. Turbidity Barriers
a. Turbidity barriers shall be inspected on a daily basis.
b. Replace damaged fabric, or patch with a 2-foot minimum overlap.
c. Make other repairs as necessary to ensure barriers are effectively maintaining turbidity
levels outside of the barrier within limits specified in these specifications.
3.04 TEMPORARY MULCHING
A. Apply temporary mulch to areas where rough grading has been completed but final grading is not
anticipated to begin within 21 days of the completion of rough grading. If construction activities
are not planned to resume for three months or longer, the temporary seeding requirements shall be
followed.
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B. Straw mulch shall be apflied at rate of2,OOO lbslacre and tackified with latex acrylic copolymer
at a rate of 1 gal/lOoo ft diluted in a ratio of 30 parts water to 1 part latex acrylic copolymer mix.
C. After temporary mulching, traffic should be kept to a minimum, except for designated temporary
access roads.
3.05 REMOV AL AND FINAL CLEANUP
A. Once the site has been fully stabilized against erosion, remove sediment control devices and all
accumulated silt. Dispose of silt and waste materials in proper manner. Regrade all areas
disturbed during this process and stabilize against erosion with surfacing materials as indicated on
the Drawings or specified herein.
END OF SECTION
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SECTION 02284
TOPSOIL
PART 1- GENERAL
1.01 RELATED DOCUMENTS
A. All applicable provisions of the Bidding and Contract Requirements, and Division 1 - General
Requirements shall govern the work under this Section.
1.02 WORK INCLUDED
A. Provide aU labor, materials, necessary equipment and services to complete the work, as indicated
on the drawings, as specified herein or both.
B. Including but not necessarily limited to the following:
1. Topsoil Stripping.
2. Topsoil Mixing and Spreading.
C. There shall be no classification of excavation for measurement of payment regardless of
materials encountered.
1.03 RELATED WORK
A. Section 02100 - Site Preparation.
B. Section 02260 - Finish Grading.
PART 2 - PRODUCTS
2.01 TOPSOIL
A. Topsoil shall obtained from any previously established stockpile on site, to the extent that
suitable material is available.
B. Additional topsoil, if required, shall be obtained by mixing existing on-site sandy fill with
imported muck or compost.
. ,
C. Topsoil, whether obtained from stockpile, or mixed as described in 1.02(B) above, shall be sandy
loam, and shall have the following characteristics:
1. 95% of topsoil shall pass a 2 mm sieve.
2. Topsoil shall be free of stones I" in longest dimensions, earth clods, plant parts, and debris.
3. Organic matter content shall be 4% to 12% of total dry weight.
4. pH and nutrient content shall be adjusted as necessary to conform with recommendations
made by testing laboratory (see 2.01 (D)).
D. Samples shall be submitted to ENGINEER for testing. Test shall indicate compliance with the
specifications and recommendations as to the type and quantity of soil additives required to bring
the nutrient content and pH to satisfactory levels for planting specified plant material. Tests shall
be required at a rate of one per 500 cubic yards of material placed, for the first 5,000 cubic yards
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of material, and may be reduced at the ENGINEER's discretion thereafter. Sampling shall be
done in the presence of the ENGINEER. The CONTRACTOR shall be responsible for the cost
of testing.
PART 3 - EXECUTION
3.01 JOB CONDmONS
A. Protection: Use all means necessary to protect existing objects and vegetation. In the event of
damage, immediately make all repairs, and replacements necessary to the acceptance of the
ENGINEER.
3.02 FILLING AND GRADING
A. Topsoil shall be spread in a uniform 2" layer after compaction, over all sodded and pervious
areas, and fmished to grades shown on the plans, making allowance, where necessary, for sod.
Grades shown include 0.2' for thickness of sod in all sodded areas.
END OF SECTION
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SECTION 02355
LUMBER LEFT IN PLACE
PART I-GENERAL
1.01 SCOPE OF WORK
The CONTRACTOR shall furnish and install shoring and sheeting as shown on the Drawings or as
directed by the OWNER and as required by these Specifications.
1.02 RELATED WORK
A. Section 02220: Structural Excavation, Backf1l1 and Compaction.
B. Section 02221: Trenching, Bedding and Backfill for Pipe.
PART 2 - PRODUCTS
2.01 MATERIALS
Wood for shoring and sheeting shall be 3-inches maximum thickness and green, rough cut
hardwood planking, square edges of tongue and groove.
PART 3 - EXECUTION
3.01 INSTALLATION
A. The CONTRACTOR shall furnish, install, and maintain such sheeting and bracing as may
be required to support the sides of excavations, to prevent any movement which could in
any way diminish the width of the excavation below that which is necessary for proper
construction, and to protect adjacent structures from undermining or other damage. If the
OWNER is of the opinion that sufficient or proper supports have not been provided, he
may order additional supports be installed at the expense of the CONTRACTOR.
Compliance with such order shall not relieve or release the CONTRACTOR from his
responsibility for the sufficiency of such supports. Care shall be taken to prevent voids
oiltside of the sheeting, but if voids are formed, they shall be immediately filled and
rammed.
B. The CONTRACTOR shall leave in place to be embedded in the backf1l1 all sheeting, bracing,
and other related items as shown on the Drawings. The OWNER may direct that timber used
for sheeting and bracing be cut off at any specified elevation.
';'
C. All sheet~g and bracing not left in place shall be carefully removed in such manner as not to
endanger the construction or other structures, utilities, or property.
D. The right of the OWNER to order sheeting and bracing left in place shall not be construed as
creating any obligation on his part to issue such orders, and his failure to exercise his right to
do so shall not relieve the CONTRACTOR from liability for damages to persons or property
occurring from or upon the work occasioned by negligence or otherwise, growing out of a
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failure on the part of the CONTRACTOR to leave in place sufficient sheeting and bracing to
prevent any caving or moving of the ground.
E. The CONTRACTOR shall receive no payment other than that included in the price to be
paid for pipe for any timber used for sheeting, bracing, or other related items. The
CONTRACTOR shall receive no payment for such timber which has actually been left in the
trench for the convenience of the CONTRACTOR.
F. If additional sheeting has been required by the OWNER, measurement and payment shall be
as specified in the General Conditions of these Specifications.
END OF SECTION
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SECTION 02513
ASPHALTIC CONCRETE PAVING
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment and incidentals required and place asphaltic concrete
pavement in accordance with the grades and typical sections shown on the Drawings and as specified
herein.
1.02 SUBMfITALS
A. Submit to the ENGINEER, as provided in the General Conditions, shop drawings showing proposed
formulae for asphaltic concrete paving.
PART 2 - PRODUCTS
2.01 MATERIALS
A. The base shall consist of a cement-stabilized base course.
B. The material used for the prime coat shall conform with Section 300 of the Florida Department of
Transportation Specifications for primer to be used on the base.
C. Bituminous material for tack coat shall meet the standard specifications of the Florida Department of
Transportation for the grade used and may be any suitable grade of RC.
D. The materials of the asphaltic concrete surface shall conform with applicable sections of Florida
Department of Transportation Specifications, Type ill or Type S-ill Asphaltic Concrete Surface
Course.
E. The paint used for parking and traffic stripes shall be yellow traffic paint which shall be of a type
approved by the Florida Department of Transportation under their Specifications for Traffic paint,
Code T-2.
PART 3 - EXECUTION
3.01
INSTALLATION
. -i
A. The subgrade preparation shall comply with the requirements of Section 160 of the Florida
Department of Transportation Specifications. All soft and yielding material and other portions of the
subgrade which will not compact readily shall be removed and replaced with suitable material and
the whole subgrade brought to line and grade and to a foundation of uniform compaction and
supporting power. The cost of removing and replacing unsuitable material shall be included in the
bid for the paving.
B. The top 12 inches of the subgrade, in both cut and fill sections, shall be compacted to a density of not
less than 96 percent of the maximum density as determined by the AASHfO Method T -180. If
shown on the Drawings, compact subgrade to a Florida Bearing Value of75 psi. Unless the
subgrade material at the time of compacting contains sufficient moisture to permit proper compaction
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it shall be moistened as necessary and then compacted. Subgrade material containing excess
moisture shall be permitted to dry to the proper consistency before being compacted. The subgrade
shall be shaped prior to making the density tests. The required density shall be maintained until the
base or pavement has been laid or until the aggregate materials for the base or pavement course have
been spread in place.
C. The minimum compacted thickness of the limerock base shall be 10 inches applied in two layers of
equal depth unless otherwise shown on the Drawings. The width of the limerock base shall be 2 feet
wider than the pavement, 1 ft on each side. Provide 3 foot wide stabilized shoulder on each side of
the road base where shown on the Drawings.
D. Before the prime coat is applied, all loose material, dust, dirt or other foreign material which might
prevent bond with existing surface shall be moved to the shoulders to the full width of the base by
means of revolving brooms, mechanical sweepers, blowers supplemented by hand sweeping or other
approved methods. The glazed fmish shall have been removed from the base. The priine coat shall
be applied by a pressure distributor so that approximately 0.1 gallons per square yard is applied
uniformly and thoroughly to a clean surface.
E. Prior to the application of the surface course, all loose material, dust, dirt and all foreign material
which might prevent proper bond with the existing surface shall be removed to the full width of the
repair by means of approved mechanical sweepers and supplemented by hand sweeping if required.
F. Apply bituminous tack coat at a rate between 0.02 and 0.10 gallons per square yard. Bituminous
material shall be heated as per MANUFACTURERS recommendations.
G. The asphaltic concrete shall be placed at an average thickness of one and one-half (1-112) inches
unless otherwise shown on the Drawings.
H. All manhole castings, valve boxes or other utility castings within the area to be surfaced shall be
adjusted to the proposed surface elevation by the CONTRACTOR. The work shall be accomplished
in such manner as to leave the casting fixed permanently in its correct position.
3.02 PAVEMENT REPAIR
A. All damage to pavement as a result of work (construction or maintenance) under this contract shall
be repaired in a manner satisfactory to the ENGINEER and at no additional cost to the OWNER.
Pavement shall be repaired to match the original surface material and original grade. However, the
asphalt concrete thickness shall not be less than 1 and 1/2 inches. The repair shall include the
preparation of the subgrade, the placing and compacting of the limerock base, the priming of the
base, the placing and maintaining of the surface treatment, all as specified herein.
B. The width of all repairs shall extend at least 12 inches beyond the limit of the damage. The edge of
the pavement to be left in place shall be cut to a true edge with a saw or other approved method so as
to provide a clean edge to abut the repair. The line of the repair shall be reasonably uniform with no
unnecessary irregularities.
3.03 1ESTlNG
A. The OWNER shall have density, soil bearing, materials and such other tests performed as it may
deem necessary. The OWNER shall pay the costs of such tests. The CONTRACTOR shall fully
cooperate with the testing agency. Should any test indicate that any portion of the materials or
workmanship does not comply with these Specifications, a retest shall be performed at the
CONTRACTOR's expense. If the retest confirms the fIrSt test, that portion of the work shall be
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removed and replaced or reworked at no additional cost to the OWNER until satisfactory compliance
is attained.
3.04 PARKING AND TRAFFIC STRIPES
A. The CONTRACTOR shall paint the stripes indicated on the Drawings. The paint shall be applied in
strict accordance with printed specifications of the MANUF ACfURER of the paint being applied
and Section 710 of the Florida Department of Transportation Standard Specifications. Unless
otherwise indicated the width of stripes shall be 4 inches.
END OF SECTION
, -i
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SECTION 02515
WALKWAYS
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor. materials and equipment necessary to complete all walkways and related items
shown on the Drawings and specified herein.
1.02 REFERENCED SPECIFICA TIONS
A. All materials and methods of construction shall conform to the requirements of the "Florida
Department of Transportation, Standard Specifications for Road and Bridge Construction."
1.03 SUBMfIT ALS
A. Submit to the ENGINEER, as provided in the General Conditions, shop drawings showing
dimensions and layouts of curbing and sidewalks and reinforcement for concrete work.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Concrete Materials:
1. Concrete for work under this section shall be same as specified in Division 3, but in no case
less than 3000 psi at 28 days.
2. Reinforcing bars shall be deformed type bars conforming to AASHTO M31 Grade 40. All
reinforcing steel shall be shop fabricated, of size, cross-section and arrangement as described
on approved shop drawings.
3. Welded wire fabric shall be as shown on the drawings and shall conform to all requirements
of AASlITO M55.
4. Expansion joint material shall be 112-inch or 3/4-inch thickness where shown, bituminous
type meeting AASHTO Spec. M-213-65. .~.
5. Joint sealant shall be hot poured rubber conforming to Fed. Spec. SS-S-I64.
B. Base Course Material:
1. Base course material shall be graded aggregate conforming to the Referenced Standard.
PART 3 - EXECUTION
3.01 INSTALLATION
, -'f A. Sub-grade shall be thoroughly compacted as specified in Earthwork Section.
B. Forms shall conform to the shapes, lines and dimensions of the members as called for on the
plans and shall be substantial and sufficiently tight to prevent leakage of mortar. They shall be
properly braced or tied together so as to maintain position and shape.
C. Finishing:
1. Float concrete until l/4-inch cement gell is brought to surface; steel trowel until dense surface
is obtained.
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2. Finish with light broom at right angles to alignment of walk, then round all exterior edges
with 3/4-inch radius after broorning.
D. Curing:
1. Cover walks with sand, sawdust or shavings and keep wet for three (3) days.
2. Cover walks until final clean-up to prevent damage.
3. Other methods of curing may be used subject to approval of the ENGINEER prior to
implementation.
E. Concrete walks shall be constructed to lines, widths, grades and thickness as shown on the
Drawings, but sloped not less than lI8-inch per foot in direction of water flow. Concrete shall be
placed on thoroughly compacted subgrade, having smooth surface and kept moist until time
concrete is placed.
1. Expansion joints shall be installed at all intersections with other walks, at head and bottom of
steps, curbs and maximum 12-foot O.C. in runs. Expansion material shall be 112-inch thick
but not less than I/4-inch, by depth of concrete; 314-inch thick where abutting curbs and
gutters, and at parking bays. Expansion material shall extend from bottom of walk slab to
within II2-inch of top, to be filled with poured joint filler.
2. Dummy grooves shall be 112-inch x 112-inch having 112-inch radius, spaced 4 feet O.C.
installed same as expansion joints immediately following brooming.
F. Local conditions, codes and practices shall govern all drive cuts, aprons and related curbs and
gutters. CONTRACTOR shall obtain permission for, coordinate with City or County officials,
and secure and pay for all permits, fees and licenses necessary for proper execution of the work.
3.02 CLEANUP
A. At the completion of the work, CONTRACTOR shall clean up all scraps, rubbish and surplus
materials caused by this work and haul them away from the site and leave job in a neat, clean and
orderly condition.
END OF SECTION
'~
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SECTION 02575
PAVEMENT AND SIDEWALK REPAIR AND RESTORATION
PART I-GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment, and incidentals required and remove and replace pavements
over trenches excavated for installation of pipe lines or conduits as shown on the Drawings and/or
specified herein.
B. This Section does not include the construction of new roadway surfaces or the complete restoration
of existing pavements.
C. The CONTRACTOR shall resurface the entire roadway to the same width as the removed roadway
after the pipeline has been installed, tested and approved by the ENGINEER. Roadway resurfacing
details shall be as shown in the drawings.
1.02 GENERAL
A. All damage, as a result of work under this Project, done to existing structures, pavement, driveways,
paved areas, curbs and gutters, sidewalks, shrubbery, grass, trees, utility poles, utility pipe lines,
conduits, drains, catch basins, swales, ditches, signs, flagstones, or stabilized areas or driveways and
including all obstructions not specifically named herein, shall be repaired in a manner satisfactory to
the ENGINEER. Bid prices shall include the furnishing of all labor, materials, equipment, and
incidentals necessary for the cutting, repair, and restoration of the damaged areas unless pay items for
specific types of repair are included in the Bid Form.
B. The CONTRACTOR shall keep the surface of the backfilled area of excavation in a safe condition
and level with the remaining pavement until the pavement is restored in the manner specified herein.
All surface irregularities that are dangerous or obstructive to traffic are to be removed. The repair
shall conform to County Department, Collier County or State requirements for pavement repair and
as described herein.
C. All materials and workmanship shall be first class and nothing herein shall be construed as to relieve
the CONTRACTOR from this responsibility. The OWNER reserves the right to require soil bearing
or loading tests or materials tests, should the adequacy of the foundation or the quality of materials
used be questionable. Costs of these tests shall be borne by the OWNER, if found acceptable; the
costs of all failed tests shall be borne by the CONTRACTOR.
D. All street and road repair shall be made in accordance with the details indicated on the Drawings and
in accordance with the applicable requirements of these Specifications and meeting the approval of
. 1 affected City, County and State agencies.
1.03 QUALITY ASSURANCE
Applicable provisions of the Florida Department of Transportation "Standard Specifications for Road
and Bridge Construction", latest edition, and Supplemental Specifications hereunder govern the work
under this Section. The Florida Department of Transportation will hereafter be referred to as FOOT.
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.
PART 2 - PRODUCTS
2.01 MATERIALS
All materials utilized in flexible base pavement and base course shall be as specified in the 2004
Aorida Department of Transportation "Standard Specifications for Road and Bridge Construction,"
),
latest edition and these specifications.
PART 3 - EXECUTION
3.01 CUTfING PAVEMENT
A. The CONTRACTOR shall cut and remove pavement as necessary for installing the new pipelines
and appurtenances and for making connections to existing pipelines.
B. Before removing pavement, the pavement shall be marked for cuts nearly paralleling pipe lines and
existing street lines. Asphalt pavement shall be cut along the markings with a jackhammer, rotary
saw or other suitable tool.
C. No pavement shall be machine pulled until completely broken and separated along the marked cuts.
D. The pavement adjacent to pipe line trenches shall neither be disturbed nor damaged. If the adjacent
pavement is disturbed or damaged, irrespective of cause, the CONTRACTOR shall remove the
damaged pavement and shall replace it at his own expense.
3.02 GENERAL RESTORATION
A. The restoration of aU existing plant site street paving, driveways, etc., shall be restored by the
CONTRACTOR and shall be replaced or rebuilt using the same type of construction as was in the
original. The CONTRACTOR shall be responsible for restoring all such work, including subgrade
and base courses where present.
B. Unless directed otherwise, where the entire roadway width is to be replaced, the CONTRACTOR
shall provide a I-inch thick asphaltic concrete wearing surface over the pipeline excavation after
backfilling and satisfactory testing has been completed and approved by OWNER/ENGINEER.
C. All pipeline and specific restoration work shall be completed, tested and ready for operation by the
substantial completion date. All permanent pavement replacement shall be completed by the final
completion date.
D. In all cases, the CONTRACTOR will be required to maintain, without additional compensation, all
permanent replacement of street paving, done by l1im under this Contract until accepted by the
OWNER, including the removal and replacement of such work wherever surface depressions or
underlying cavities result from settlement of trench backfill.
E. The CONTRACTOR shall do all the fmal resurfacing or repaving of streets or roads, over the
excavations that he has made and he shall be responsible for relaying paving surfaces of roadbed that
have failed or been damaged, at any time prior to acceptance by the OWNER on account of work
done by him and he shall resurface or repave over any tunnel jacking, or boring excavation that shall
I
settle or break the surface, to the satisfaction of the OWNER and at the CONTRACTOR's sole
expense. Backfilling of trenches and the preparation of sub-grades shall conform to the applicable
requirements of Sections 02220 and 02221.
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3.03 SUBGRADE COMPACTION
A. Subgrade compaction shall be required for all roadways, parking areas and other areas to be paved as
shown on the Drawings and as specified herein. Compaction shall be in accordance with Section
160 of the FOOT Specifications. Minimum de~ity of all compacted subgrade shall be 98 percent
AASHfO - T -180. The COUNTY or their designated representative shall be responsible for testing
the compacted subgrade for compliance. No base course shall be started until such time as approved
subgrade test results have been completed and approved by OWNER/ENGINEER. The compacted
subgrade shall be shaped to conform with the fmished lines, grades and cross sections indicated on
the contract drawings.
3.04 LIMEROCK BASE COURSE
A A limerock base course shall be constructed on the compacted or stabilized sub-grade in conformity
with the lines, grades and typical cross sections as shown on the Drawings. When the base is to be
constructed to a compacted thickness greater than 6-inches, it shall be constructed in two courses.
The base shall be constructed in conformance with Section 200 of the FOOT Specifications. Upon
completion of the initial compaction the entire base surface shall be scarified and then shaped to the
exact crown and cross section. The base shall.be rewatered before fmal compaction. The fmished
surface of the base course shall be checked with '3, template cut to required crown and cross section,
and with a IS-foot straight edge laid parallel to the centerline of the road. All irregularities greater
than 114-inch shall be corrected by scarifying, and removing or adding limerock as requirec:l, after
which the entire area shall be watered, rolled and brought to a satisfactory state of compaction.
Density requirements shall be in accordance with FOOT Specifications Section 200 and Sections
02220 and 02221 of these specifications.
3.05 SHELL BASE COURSE
A A shell base course shall be constructed on the compacted or stabilized subgrade in conformity with
the lines, grades and typical cross sections as shown on the Drawings. When the base is to be
constructed to a compacted thickness greater than 6 inches, it shall be constructed in two (2) courses.
The base shall be constructed in conformance with Section 250 of the FDOT Specifications. Upon
completion of the initial compaction the entire base surface shall be scarified and then shaped to the
exact crown and cross section. The base shall berewatered before fmal compaction. The finished
surface of the base course shall be checked with a template cut to required crown and cross section,
and with a 15-foot straight edge laid parallel to the centerline of the road. All irregularities greater
than lA-inch shall be corrected by scarifying, and removing or adding shell as required, after which
the entire area shall be watered, rolled and brought to a satisfactory state of compaction. Density
requirements shall be in accordance with FDOT Specifications Section 250-7.2.
3.06 PRIME AND TACK COATS
A. The work shall consist of the application of bituminous prime and tack coats on the previously
prepared base course in accordance with Section 300 of the FOOT Specifications.
. 'il.
3.07 WEARING COURSE
A. The work shall consist of the construction of plapt-mixed hot bituminous pavement to the thickness
indicated in the Drawings. Patch replacenient of wearing surface shall be FOOT Type S-ID mix.
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3.08 TESTING
A. All field testing shall be performed by an independent laboratory employed by the OWNER. All
materials shall be tested and certified by the Pl"Oducer. Tests repeated because sub-grade or base
does not meet specified compaction shall be at 1f1e CONTRACTOR's expense.
3.09 ADJUSTING EXISTING STRUCfURES
A. Existing manholes, inlets, valve boxes, etc., within the limits of the proposed work, which do not
conform to the fmished grade of the proposed pavement or the finished grade designated on the
Drawings for such structure shall be cut down or extended and made to conform to the new grade.
The materials and construction methods for this work shall be approved by the ENGINEER.
3.10 MISCELLANEOUS RESTORATION
Sidewalks cut or damaged by construction shall be restored in full sections or blocks to a minimum
thickness of four inches. Concrete curb or curb gutter shall be restored to the existing height and
cross section in full sections or lengths between joints. Concrete shall be as specified on the
Drawings. Grassed yards, shoulders and parkWays shall be restored to match the existing sections
with grass seed or sod of a type matching the existing grass.
3.11 CLEANUP
After all repair and restoration or paving has been completed, all excess asphalt, dirt, and other debris
shall be removed from the roadways. All existing storm sewers and inlets shall be checked and
cleaned of any construction debris.
END OF SECTION
.....
'"t
to.
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SECTION 02600
YARD PIPING
PART 1 -GENERAL
1.01 SCOPE OF WORK
A. The CONTRACTOR shall supply all labor, equipment, materials and incidentals necessary to
install and test all yard piping and appurtenances as shown on the Drawings and as specified
herein.
B. Yard piping shall include all below ground piping including that below structures except for
plumbing. YanI piping above ground shall begin at the outside face of structures aDd buildings
except where there is no joint at the outside face, then yard piping shall begin at the first pipe joint
beyond the structure or building.
C. This work shall include, but not be limited to the following: ductile iron pipe, copper tubing, steel
pipe, PVC pipe, stainless steel pipe, valves and fittings. All concrete thrust blocks or restrained
joints required for all types of piping. Also all excavation, backfilling, sheeting, slope protection,
drainage, concrete work, riprap, grading and all other work necessary to complete the construction,
installation and testing of the yard piping.
D. All pipe and fittings shall be ductile iron, Class 150, whether specified hereinafter or not. Field
pressure testing shall be performed under a static water pressure of 150 percent above the working
pressure but not less than 100 psi or 150 psi respectively and shall be in conformance with Section
01625 - Startup of these Specifications and other sections as specified hereinafter.
1.02 RELATED WORK
11
A. The following is a partial list of, but not necessarily limited to, other sections of the specifications
that are applicable to the specified equipment or structure described herein that are referred to for
reference and are not included in this Section. There are other sections of these specifications that
are also applicable and the CONTRACTOR is advised to review these sections and adhere to the
requirements specified therein.
1. Site preparation is included in Section 02100.
2. Structural excavation, backfill and compaction is included in Section 02220.
3. Trenching, bedding and backfill for pipe is included in Section 02221.
4. Sodding is included in Section 02932.
5. Pavement repair and resurfacing is included in Section 02575.
6. Concrete work is included under Division 3.
7. Shop and field painting are specified under Sections 09901 and 09902.
8. Wall sleeves are specified under Section 15053.
9. Pipe hangers and supports are specified under Section 15094.
10. Piping, valves and fittings are specified under Division 15.
11. Electrical work is specified under Division 16.
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'"
1.03 SUBMITfALS
A. Submit to the ENGINEER within ten (10) days after receipt of Notice to Proceed, a list of
materials to be furnished, the names of the suppliers, and the date of delivery of materials to the
site.
B. Submit shop drawings to the ENGINEER for review in accordance with the provisions of Section
01300 entitled "Submittals" of the Specifications, showing a complete laying plan of all pipe,
including all fittings, adapters, valves and specials along with the manufacturer's drawings and
specifications indicating complete details of all items. The pipe details shall include pipe class or
design and backup computations including reinforcement; laying schedule which specifies pipe
class, class coding, joints, station limits and transition stations for the various pipe classes; and list
of abbreviated terms with their full meaning. The above shall be submitted to the ENGINEER for
approval before fabrication and shipment of these items. The locations of all pipes shall conform
to the locations indicated on the Drawings. In most cases, a certain amount of flexibility in
positioning of pipes will be allowed, especially where new pipes will connect to existing structures
or piping. Horizontal and vertical deflections may require beveled, special deflection, or short
pipe. The deflection of joints shall not exceed 75 percent of that recommended by the
manufacturer.
C. The pipe manufacturer shall inspect all pipe joints for out-of-roundness and pipe ends for
squareness. The manufacturer shall furnish to the ENGINEER a notarized affidavit stating all pipe
meets the requirements of ASTM, ASCE, ANSI, etc., these Specifications, and the joint design
with respect to square ends and out-of-round joint surfaces.
D. Furnish in duplicate to the ENGINEER sworn certificates that all tests and inspections required by
the Specifications under which the pipe is manufactured have been satisfied.
E. The CONTRACTOR shall submit as a Shop Drawing for review by the ENGINEER, detailed
information showing the type of restrained joints proposed and the calculations for determining the
total restrained joint pipe length for each fitting in each pipe size. No restrained joint shall be
installed unless the ENGINEER has approved in writing the calculations for such joints.
1.04 INSPECflON
A. All pipe and fittings to be installed under this contract may be inspected at the site of manufacture
for compliance with these Specifications by an independent laboratory selected by the OWNER.
The manufacturer's cooperation shall be required in these inspections. The cost of inspection by
an independent laboratory will be borne by the OWNER.
B. Inspection of the pipe and fittings wilI also be made by the ENGINEER or other representatives of
the OWNER after delivery. The pipe shall be subject to rejection at any time on account of failure
to meet any of the specification requirements, even though pipes may have been accepted as
satisfactory at the place of manufacture. Pipe rejected after delivery shall be marked for
identification and shall immediately be removed from the job.
, ..
1.05 HYDROSTATIC TESTING OF DUCTILE IRON PIPE AT FOUNDRY
A. Each joint of ductile iron pipe shall be hydrostatically tested at the point of manufacture to 500 psi
for a duration of ten (10) seconds. Testing may be performed prior to machining bell and spigot.
Failure of ductile iron pipe shall be defmed as any rupture of pipe wall. Certified test certificates
shall be furnished in duplicate to the ENGINEER prior to time of shipment.
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B. All ductile iron pipe and fittings to be installed under this Contract shall be inspected and tested at
the foundry as required by the standard specifications to which the material is manufactured.
Furnish in duplicate to the ENGINEER sworn certificates that all tests and inspections required by
the Specifications under which the pipe is manufactured have been satisfied.
C. All tests, hydrostatic and material, are to be performed by the manufacturer and witnessed by an
independent testing laboratory at the expense of the pipe manufacturer. The testing laboratory
must be approved by the ENGINEER prior to any tests being performed. A minimum of two
testing firms must be submitted for consideration, including their proposals.
1.06 CONNECTION TO WORK BY OTHERS OR EXISTING LINES
A. For lines installed under other Contracts, to which piping of this Contract must connect, the
following work shall be performed:
1. Removing the temporary plug provided in the pipe installed under another Contract (if any).
2. Furnishing and installing piping and making proper connections.
B. For connection to existing lines, to which piping of this Contract must connect, the following work
shall be performed.
1. Expose buried lines to confirm or determine end connection, pipe material and diameter.
2. Furnish and install appropriate piping and accessories and making proper connections.
1.07 QUALITY ASSURANCE
A. The CONTRACTOR's attention is directed to the leakage requirement stipulated in these
specifications for gravity sewers: Maximum infiltrationlexfiltration limit shall be 50 gallons per
day per mile per inch diameter of sanitary sewer. Testing shall be as specified in Part 3 of this
Section.
B. It is the CONTRACTOR's responsibility that all sewer or drain pipe units and all component parts
of the sewer are manufactured and installed such that the maximum infiltrationlexfiltration limit
will not be exceeded.
PART 2 - PRODUCTS
2.01 DUCfILE IRON PIPE AND FITTINGS
. -\
A. Ductile iron pipe for buried service shall meet the following requirements and Section 15062 of
these Specifications:
1. Ductile iron pipe shall conform to ANSI A21.51. Ductile iron shall have a minimum tensile
strength of 60,000 psi with a minimum yield strength of 42,000 psi and a minimum elongation
of ten (10) percent. Thickness of pipe supplied shall not be less than Class 51 unless
specifically called out in the Drawings. Type of Bedding Conditions used shall be as shown
on the Drawings.
2. Pipe for installation below ground shall be supplied in lengths not in excess of a nominal 20
feet. Pipe shall be either the rubber-ring type push-on joints, standard mechanical joint pipe or
restrained joint where required. Flange joint pipe shall be used where shown on the Drawings.
Mechanical and restrained joint pipe shall be furnished with sufficient quantities of
accessories as required for each joint.
3. If and where directed by the ENGINEER, the CONlRACTOR shall provide a polyethylene
encasement over pipe, fittings and valves. The material, installation and workmanship shall
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conform to applicable sections of ANSIIA WW A Standard A21.5. Installation methods A or B
shall be employed using flat tube polyethylene. The CONfRACTOR shall make provisions to
keep the polyethylene from direct exposure to sunlight prior to installation; and backfilling
following installation shall be completed without delay to avoid exposure to sunlight.
B. Ductile iron pipe for above ground service or in below ground concrete pits shall meet the follow-
ing requirements and Section 15062 of these Specifications:
1. Flanged ductile-iron pipe shall conform to current ANSI Specification A21.15 with factory
applied screwed long hub flanges except as otherwise specified hereinafter. Flanges shall be
faced and drilled after being screwed on the pipe, with flanges true to 90 degrees with the pipe
axis and shall be flush with end of pipe conforming to ANSI BI6.1, 125 or 250 pound std., for
the purpose intended.
2. Pipe for use with split-type flexible coupling joints shall have radius grooved ends.
3. Wall castings shall be of the size and types shown on the Drawings and be hot dipped
galvanized. Seal strips, where required on the Drawings, shall be Link Seal as manufactured
by Thunderline Corp., Wayne, Michigan, or equal.
4. Pipe thickness classes shall be a minimum of Class 53 for all sizes of flanged pipe.
5. Full face type 1/8-inch thick rubber ring gaskets shall conform to ANSIIA WW A A21.11.
Ring gaskets shall be of approved composition suitable for the required service.
6. Pipe and fittings exposed to view in the fmished work and to be painted in accordance with
Section 09902 shall not receive the standard asphalt coat on the outside surfaces but shall be .
shop primed on the outside with one (1) coat of CarbolinelKop Coat No. 340 Gold Primer or
equal. Should portions of the pipe inadvertently be given the outside bituminous coating
instead of the rust inhibitive primer as required for exposed piping, the surfaces shall be sealed
with a non-bleeding sealer coat such as Carboline/Kop Coat Tar Stop, Mobil Anti-Bleeding
Aluminum Sealer or equal. Sealing shall be a part of the work of this Section.
7. Bolts and nuts on flanged pipe and fittings shall be low alloy, high strength steel equal to
"Corten," conforming to ANSI A2I.l1 and A21.15 or 304 stainless steel and conform to
ANSI B16.1 for Class 125 or 250 or the purpose intended.
C. All pipe fittings shall be ductile iron with a minimum pressure rating of 150 or 250 psi, for the
purpose intended. Fittings shall meet the requirements of ANSI, and A WW A specifications as
applicable. Rubber gasket joints shall conform to ANSI A21.11 for mechanical and push-on type
joints. Ball joints shall conform to ANSI A21.51, with a separately cast ductile iron bell
conforming to ASTM A536, Grade 70-50-05, and a cast steel retainer ring conforming to ASTM
A148, Grade 90-60. Flanged fittings shall conform to ANSIIA WW A C115/A21.15 and
ANSIIAWWA C110/A21.10 or CI53/A21.53 and be furnished flat faced and drilled to 125 or 250
pounds template in accordance with ANSI B 16.1 with full faced gaskets.
D. All pipe and fittings for potable water and reclaimed water service, unless otherwise noted herein,
shall be standard thickness cement mortar lined and bituminous seal coated on the inside in
accordance with ANSI Specification 21.4 and shall bear the NSF certification approval mark and
be in conformance with ANSIINSF Standards 60 and 61. The outside shall be coated with a
bituminous coating to a dry film thickness of at least 1 mil in accordance with ANSI 21.51.
. .~..
E. All pipe and fittings for wastewater service including pressure and gravity mains shall be ductile
iron pipe and fittings and shall have a ceramic epoxy lining on the inside and a bituminous coating
on the outside. The lining material shall be Protecto 401 as manufactured by the Vulcan Group, or
Permite 9043 Type n Glass Filled Epoxy as manufactured by the Permite Corporation, or equal.
The lining material shall be applied evenly without "holidays" to a total thickness of the dry
coating a minimum of 40 mils in accordance with the manufacturer's recommendations and as
specified herein.
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1. Application of Lining - The interior of the pipe exposed to liquids and gases shall be blasted
and cleaned to remove all loose oxides, rust, or other loose materials. After cleaning, the
lining material shall be applied to yield 40 mils for the complete system using a centrifugal
lance applicator. No lining shall take place over grease, oil, etc. that would be detrimental to
the adhesion of the compound to the substrate. The compound shall not be applied when the
substrate temperature is below 400P or in adverse atmospheric conditions which will cause
detrimental blistering, pinholing, or porosity of the ftlm.
2. Lining Material - The material shall be a two-component epoxy with the following minimum
requirements:
a. A permeability rating of 0.0' perms when measured by ASTM E96-66. Procedure A.
Duration of test - 6 weeks.
b. A direct imp~ct resistance of 125 in.-Ibs. with no cracking when measured by ASTM D-
2794.
c. The ability to build at least 50 mils dry in one coat.
d. The material shall be recoatable with itself for at least seven days with no additional
surface preparation when exposed to direct summer sun and a temperature of 90OP.
e. The material shall contain at least 20 percent by volume of ceramic quartz pigment.
f. A test and service history demonstrating the ability of the material to withstand the service
expected.
3. Inspection
a. All pipe shall be checked for thickness using a magnetic fIlm thickness gauge.
b. All pipe shall be pinhole-detected with a nondestructive 2,500 volt test.
c. Each pipe joint shall be marked with the date of application of the lining system and with
its numerical sequence of application of that date.
d. Each requirement in Item 2 must be certified by the material supplier.
4. Repair - All holidays and damaged lined areas shall be repaired in accordance with the
manufacturer's recommendations so that the repaired area is equal to the undamaged lined
areas.
5. Pipe and fittings exposed to view in the finished work shall not receive the standard tar or
asphalt coat on the outside surfaces but shall be shop- primed on the outside with one coat of
CarbolineIKop Coat No. 622 Rust inhibitive Primer or equal and painted in accordance with
Section 09902. All other pipe and fittings shall be shop-coated on the outside with a
bituminous coating, 1 mil dry film thickness and will not require any other coating. Should
portions of the pipe inadvertently be given the outside coating of bituminous coating instead of
the rust inhibitive primer as required for exposed piping, the surfaces shall be sealed with a
non-bleeding sealer coat such as Carboline/Kop-Coat Tar Stop, Mobil Anti-Bleeding
Aluminum Sealer, or equal. Sealing shall be a part of the work of this section.
F. Bolts and nuts on mechanical joint or flanged joint pipe and fIttings, above and below ground shall
be low alloy, high strength steel equal to "Corten" conforming to ANSI A21.1 and A21.15 or 304
stainless steel conforming to ANSI B 16.1 for Class 125 or 250 or the purpose intended.
.-).
G. All pipe shall be given a factory hydrostatic test of not less than 500 pounds per square inch.
H. Pipe and fittings shall be as manufactured by the American Cast Iron Pipe Company, U.S. Pipe
and Foundry Company, McWane IncoIporated (Formerly Clow CoIp.) or equal.
2.02 POLYVINYL CHLORIDE PIPE AND FITTINGS
A. Materials for polyvinyl chloride pipe and fittings shall be as,specified in Section 15064.
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B. All PVC yard piping, fittings and accessories, 3-inches and less in diameter, where shown or
specified on the drawings for below ground installation, shall be Schedule 80 with solvent welded
cement joints, and be of rigid normal impact polyvinyl chloride. The pipe and accessories shall
conform to ASTM Specification D1785 and Product Standard PS21. All PVC pipe and fittings,
where specified, to be threaded shall be Schedule 80 and shall conform to ASTM Specification
D2464.
C. All PVC yard piping and accessories, four to twelve inches (4"-12") in diameter, where shown or
as specified on the Drawings, shall meet the requirements of A WW A Specifications C900 and
A WW A C-905 for PVC pipe from fourteen to twenty-four inches (14"-24") in diameter. Pipe
shall be Class 150, meeting requirements of Dimension Ratio (DR) 18, and shall be designed with
cast iron/ductile iron outside diameters and for a working pressure of 150 psi. The PVC line joints
for below ground piping shall be of the push-on type unless otherwise approved by the
ENGINEER or shown on the Drawings. All fittings for pressure PVC pipe for below ground
piping of four to twenty-four inches (4"_24") in diameter shall be ductile iron with mechanical or
push-on type joints and shall conform to Section 15062.
D. All PVC pipe and accessories shall bear the NSF certification mark indicating pipe size,
manufacturers name, A WW A and/or ASTM Specification number, working pressure and
production code.
2.03 STEEL PIPE AND FITTINGS
A. Materials for steel pipe and fittings shall be as specified in Section 15061.
B. Steel pipe and fittings shall be a copper-nickel steel, black Schedule 40, conforming to ASTM
Specification A714 Grade 5. Pipe shall be furnished with threaded ends in accordance with ANSI
B2.1. Straight runs shall be joined by threaded couplings. Fittings shall be standard malleable
iron with threaded end connections. Galvanized steel pipe shall conform to A WW A C 202, Grade
A minimum.
C. All steel pipe interior linings and accessories for potable water shall bear the NSF mark
certification including manufacturers name, pipe size, A WW A and/or ASTM specification
number, working pressure and production code.
2.04 STAINLESS STEEL PIPE AND FITTINGS
A. Materials for stainless steel pipe and fittings shall be as specified in Section 15065.
B. Stainless steel pipe and fittings shall conform to ASTM A-312 Type 304L unless otherwise
indicated on the Drawings or specified.
. ~.05 COPPER PIPE AND TUBING
A. Above grQund copper supply pipe and fitting shall be type 'T' heavy and hard copper tubing with
sweat cast brass fittings. Joints shall be made up with 05-5 solder.
B. Copper supply piping (for buried installation, if applicable) shall be Type K, heavy and hard
tubing as specified in Section 15063 conforming to ASTM Specification B-88 with sweat cast
brass fittings. Joints shall be.made up with 1000 degree silver solder.
C. All copper pipe and fittings shall be of domestic Manufacturer and NSF certified.
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2.06 POLYETHYLENE WATER LINES
A. Service lines shall be polyethylene tubing and conform to A WW A C-90 1, conforming to ASTM
D-1248 and D-2737 with a SDR of 9.
2.07 POL YBUTYLENE WATER LINES
A. Polybutylene potable water pipe, tubing and fittings shall conform to A WW A Standard C-902.
2.08 DOUBLE WAILED CONTAINMENr PIPING
A. Materials for doubled' walled containment piping and fittings shall be as specified in Section
02626. Any conflicts in these specifications for materials installation and testing shall conform
with the most stringent requirements identified in these specifications.
B. Any conflicts in these specifications for the material, installation, or testing shall conform with the
more stringent requirements identified in the specifications.
2.09 IDENTIFICA nON
A. Each length of pipe and each fitting shall be marked with the name of the manufacturer, size, and
class. All gaskets shall be marked with the name of the manufacturer, size and proper insertion
directions. A color sample of the PVC pipe and fittings shall be submitted to the ENGINEER for
approval prior to fabrication of any pipe and accessories.
B. A below ground polyvinyl chloride pipe and fittings shall have an
identification color code.
1. Sludge force mains and gravity sludge pipe - Green, similar to Carboline (KOP) coat No.
0336.
2. Reuse water mains and service tubing - Purple, similar to Carboline (KOP) Coat No. 395.
3. Potable water mains and service tubing - Blue, similar to Carboline (KOP) Coat No. 8155.
C. All pipe shall have identification marking tape similar to the colors listed above.
PART 3 - EXECUTION
3.01 GENERAL
A. Care shall be taken in loading, transporting, and unloading to prevent injury to the pipe or
coatings. Pipe or fittings shall not be dropped. All pipe or fittings shall be examined before
laying, and no piece shall be installed which is found to be defective. Any damage to the pipe
coatings shall be repaired as approved by the ENGINEER.
1'^t
B. All and fittings shall be subjected to a careful inspection and hammer test just prior to being laid
or installed. If any defective pipe is discovered after it has been laid it shall be removed and
replaced with a sound pipe in a satisfactory manner at no additional expense to the OWNER. All
pipe and fittings shall be thoroughly cleaned before laying, shall be kept clean until they are used
in the work, and when installed or laid, shall conform to the lines and grades required.
C. All buried piping shall be installed to the lines and grades as shown on the Drawings. All
underground piping shall slope uniformly between joints where elevations are shown.
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D. CONTRACTOR shall exercise extreme care when constructing yard piping to shore up and
protect from damage all existing underground water lines and power lines, and all existing
structures.
3.02 DUCTILE IRON PIPE
A. Ductile iron and PVC pipe and fittings shall be installed in accordance with requirements of
A WW A Standard Specification C600 except as otherwise provided herein. A firm, even bearing
throughout the length of the pipe shall be constructed by tamping selected material at the sides of
the pipe up to the springline. BLOCKING WILL NOT BE PERMITfED. Bedding and
backfilling of all pipe .and fittings shall be in accordance with Section 02221 and as shown on the
Drawings.
B. All pipe shall be sound and clean before laying. When laying is not in progress, including
lunchtime, or the potential exists for dirt or debris to enter the pipe, the open ends of the pipe shall
be closed with watertight plugs or other approved means. Good alignment shall be preserved in
laying. The deflection at joints shall not exceed that recommended by manufacturer. Fittings, in
addition to those shown on the Drawings, shall be provided, if required, in crossing utilities which
may be encountered upon opening the trench. Solid sleeves shall be used only where approved by
the ENGINEER.
C. When cutting pipe is required, the cutting shall be done by machine, leaving a smooth cut at right
angles to the axis of the pipe. Cut ends of pipe to be used with a push-on bell shall be beveled to
conform to the manufactured spigot end. Cement lining shall be undamaged.
D. Jointing Ductile-Iron Pipe:
1. Push-on joints shall be made in strict accordance with the manufacturer's instructions. Pipe
shall be laid with bell ends looking ahead. A rubber gasket shall be inserted in the groove of
the bell end of the pipe, and the joint surfaces cleaned and lubricated. The plain end of the
pipe is to be aligned with the bell of the pipe to which it is to be joined, and pushed home with
a jack or by other means. After joining the pipe, a metal feeler shall be used to make certain
that the rubber gasket is correctly located.
2. Mechanical joints at valves, fittings, and where designated on the Drawings and/or as
specified, shall be in accordance with the "Notes on Method of Installation" under ANSI
Specification A21.11 and the instructions of the manufacturer. To assemble the joints in the
field, thoroughly clean the joint surfaces and rubber gasket with soapy water before tightening
the bolts. Bolts shall be tight to the specified torques. Under no condition shall extension
wrenches or pipe over handle or ordinary ratchet wrench be used to secure greater leverage.
3. Ball joints, where designated on the Drawings and/or as specified, shall be installed in strict
accordance with the manufacturer's instructions. Where ball joint assemblies occur at the face
of structures or tanks, the socket end shall be at the structure or tank and the ball end
assembled to the socket.
4. Flanged joints shall be in accordance with ANSI Specifications A21.15 including its
Appen.dix "An and the instructions of the manufacturer. Flanged joints shall be fitted so that
the contact faces bear uniformly on the gasket and then are made up with relatively uniform
bolt stress.
E. All valves, hydrants, fittings and other appurtenances needed upon the pipe lines shall be set and
jointed as indicated on the Drawings or as required by the manufacturer.
F. Unless otherwise noted, underground piping shall be push-on or mechanical joint with restraints as
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needed and above ground piping shall be flanged.
G. Deflected bell pipe if shown on the Drawings is shown only as an assistance in illustrating a
preferred means of installation in specific locations, and is not intended to indicate all deflected
bell pipe necessary to effect the installation as shown in plan and profile views. The cost of all
such deflections shall be included within the bid price for furnishing and installing the pipe.
H. Maintain a mainline minimum fmish grade cover of 36-inches, unless otherwise directed by the
ENGINEER/OWNER or shown on the Drawings.
3.03 PLASTIC PIPE (PVC)
A. Plastic pipe and fittings shall be installed in accordance with the requirements of A WW A
specifications C600 and applicable portions of Article 3.02 of this section.
B. Plastic piping shall be snaked along the trench to provide for expansion and contraction. The pipe
shall be backfilled with selected fme excavated material as shown on the Drawings and thoroughly
compacted to one (1) foot above the top of the pipe and thereafter backfilled as specified in
Section 02221.
3.04 STEEL PIPE
A. Steel pipe shall be installed in accordance with the manufacturer's recommendations. Bedding and
backfilling of steel pipe shall be the same as specified for ductile iron pipe and as shown on the
Drawings.
B. The outside surface of buried steel piping shall be shop primed and coated with coal-tar epoxy
applied in two applications after proper preparation. Each coat shall be 8 mils (minimum) dry
thickness (16 mils dry film total thickness) in accordance with Section 15061. The interior shall
be cement lined as specified in Section 15061. Exterior above grade steel pipe shall be painted as
specified in Section 09902.
C. All field welding, if required, shall be in accordance with the American Welding Society
Standards. The strength of the field weld shall develop the strength of the pipe. Welds shall
receive a field coating of coal tar epoxy or bitumastic as specified herein, and as approved by the
ENGINEER.
3.05 STAINLESS STEEL PIPE
A. Stainless steel pipe shall be installed in accordance with the manufacturer's recommendations.
Bedding and backfilling of stainless steel pipe shall be the same as specified for ductile iron pipe
and as shown on the Drawings.
.~
B. No field welding of stainless steel pipe will be allowed unless by certified welder and stress
relieved.
C. Buried stainless steel piping shall be jointed using Dresser Style 38 couplings, or equal.
3.06 COPPER PIPE
Copper piping shall be installed in accordance with the manufacturer's recommendations. Copper
piping shall be bedded in 6-inches of sand and then backfilled as specified in Section 02221.
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.
3.07 PIPE SUPPORTS AND THRUST BLOCKS
A. Supports:
1. All piping shall be properly and adequately supported. Hangers, supports, base elbows and
tees, and concrete piers and pads shall be provided as indicated on the Drawings. If the
method of support is not indicated on the Drawings, exposed piping shall be supported by
hangers wherever the structure is suitable and adequate to carry the superimposed load. The
ENGINEER shall determine if the structure is adequate. Supports shall be placed
approximately 8-feet on centers and at each fitting.
2. Hangers shall be heavy malleable iron of the adjustable swivel type, split ring type, or the
adjustable-swivel. pipe-roll type for horizontal piping and adjustable, wrought iron, clamp type
for vertical piping. Flat-steel strap or chain hangers are not acceptable unless indicated on the
Drawings.
3. Hangers shall be attached to the structure, where possible, by beam clamps and approved
concrete inserts set in the forms before concrete is poured. Where this method is impractical,
anchor bolts with expanding lead shields, Rawl Drives, or other approved means, shall be
used. No lag screws or malleable iron expansion shields will be permitted.
4. Where hangers cannot be used, the CONTRACTOR shall provide pipe saddle supports with
pipe column and floor flange.
B. Longitudinal thrust along pressurized pipe lines at bends, tees, reducers, and caps or plugs shall be
counteracted by enough weight of concrete to counterbalance the vertical and horiwntal thrust
forces. Where undisturbed trench walls are not available for thrust blocking, the CONTRACTOR
shall furnish and install suitable pipe harnesses or ties designed and manufactured specifically for
this purpose. Harnesses and/or ties shall be approved by the ENGINEER.
C. Joints shall be protected by felt roofmg paper prior to placing concrete thrust block.
D. Bearing area of thrust blocks shall be adequate to prevent any movement of the fitting and shall be
of the size and dimensions as shown on the Drawings.
E. Concrete for thrust blocking shall be no leaner than 1 part cement, 1-112 parts sand, and 5-1/2
parts stone. Concrete shall be placed against undisturbed material, and shall not cover joints, bolts
or nuts, or interfere with the removal of any joint. Wooden side forms shall be provided for thrust
blocks. In lieu of thrust blocking and with the approval of the ENGINEER, pipe harnesses and/or
ties or restrained push-on or restrained mechanical joints may be used.
F. Restrained joints shall be used as shown on the Drawings.
3.08 STRUCTURE AND MANHOLE CONNECTIONS
Pipe stubs for all structure and manhole connections shall not exceed 2 feet in length.
3.09 RESTRAINED JOINTS
A. Sections of piping designated on the Drawings as having restrained joints or those requiring
restrained joints shall be constructed using pipe and fittings with restrained "Locked-type" joints
and the joints shall be capable of holding against withdrawal for line pressures 50 percent above
the normal working pressure but not less than 200 psi. The pipe and fittings shall be as shown for
restrained push-on joints or restrained mechanical joints on Page 416 in Section VI, in the
Handbook of Ductile Iron Pipe, 4th Edition, except that mechanical joint ductile iron pipe retainer
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glands will not be permitted.
B. Restrained pipe joints that achieve restraint by incorporating cut out sections in the wall of the pipe
shall have a minimum wall thickness at the point of cut out that corresponds with the minimum
specified wall thickness for the rest of the pipe.
C. The minimum number of restrained joints required for resisting forces at fittings and changes in
direction of pipe shall be determined from the length of restrained pipe on each side of fittings and
changes in direction necessary to develop adequate resisting friction with the soil. The formula
and parameters given below shall be used to determine the minimum requirements:
1.5P A (I-COS X)
L=' fW
Where:
L = length of pipe on each side of fitting or change in direction.
P = 50 percent above the normal working pressure.
A =cross-sectional area in square inches based on outside diameter (O.D.) of pipe.
X =angle of bend or change in direction in degrees.
f = coefficient of friction = 0.3 (maximum)**
W = earth + wpipe + Wwater in pipe
Wearth (density of soil*)(depth of cover in feet) (O.D. in feet) (2)
* maximum 120 lbs/cubic feet above maximum water table elevation and 60 lbs/cubic feet
below maximum water table elevation
** Use 0.2 for PVC or when ductile pipe is encased in polyethylene fIlm.
D. Bolts and nuts for restrained joints shall be corten, low alloy, high strength steel.
E. The CONTRACTOR shall also provide restrained joints in accordance with the above criteria
wherever thrust blocks are not used in conjunction with below ground fittings on lines 4 inches in
diameter or less and as approved by the ENGINEER.
3.10 TESTING OF SEWERS, AND OTHER GRAVITY YARD PIPING
, .~ A. Leakage tests by exflltration shall be after bac.lcftlling. The length of the pipe to be tested shall be
such that the head over the crown of the upstream end is not less than 2 feet and the head over the
downstream croWD is not more than 6 feet. The pipe shall be plugged by pneumatic bags or
mechanical plugs in such a manner that the air can be released from the pipe while it is being filled
with water. The test shall be continued for one hour and provisions shall be made for measuring
the amount of water required to maintain the water at a constant level during this period.
B. If any joint shows an appreciable amount of leakage, the jointing material shall be removed and
the joint remade. If any pipe is defective, it shall be removed and replaced. If the quantity of
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water required to maintain a constant level in the pipe for one hour does not exceed 50 gallons per
inch of diameter per day per mile of pipe and all the leakage is not confmed to a few joints, the
workmanship shall be considered satisfactory. If the amount of leakage indicates defective joints
or broken pipes, they shall be corrected by the CONTRACTOR.
C. If an inspection of the completed pipe line or any part thereof shows pipes, or joints which allow
the infiltration of water in a noticeable stream or jet, the defective work or material shall be
replaced or repaired as approved.
D. Rates of infiltration shall be determined by means of V -Notch weirs, pipe spigot or by plugs in the
end of the pipe to be provided and installed by the CONTRACTOR in an approved manner and at
such times and locations as may be approved by the ENGINEER.
E. The CONTRACfOR must submit his plan for testing to the ENGINEER for revie\y at least ten
(10) days before starting the test. The CONTRACTOR shall remove and adequately dispose of all
blocking material and equipment after completion and acceptance of the field hydrostatic test,
unless otherwise directed by the ENGINEER. Any damage to the pipe coating shall be repaired by
the CONTRACTOR. Lines shall be totally free and clean prior to fmal acceptance.
3.11 PRESSURE AND LEAKAGE TESTS OF PRESSURE PIPING
A. Hydrostatic pressure and leakage tests shall conform with Section 4 of A WW A C600 Specification
with the exception that the CONTRACTOR shall furnish all gauges, meters, pressure pumps and
other equipment needed to test the line.
B. All new sanitary lines shall be flushed and tested with reclaimed water, and the potable water lines
and appurtenances shall be flushed and tested with treated water.
C. The pressure required for the field hydrostatic pressure test shall be 150 percent above the normal
working pressure but not less than 150 psi unless otherwise noted in Section 01625 - Startup. The
CONTRACTOR shall provide temporary plugs and blocking necessary to maintain the required
test pressure. Fill slowly with water. Maintain a flow velocity ofless than 2.0 feet per second.
Corporation cocks at least I-inch in diameter, pipe riser and angle globe valves shall be provided
at each pipe dead-end in order to bleed air from the line. Duration of pressure test shall be at least
2 hours. The cost of these items shall be included as a part of testing.
D. The leakage test shall be a separate test at the maximum operating pressure as determined by the
ENGINEER following the pressure test and shall be of not less than 2 hours duration. Allleaks
evident at the surface shall be repaired and leakage eliminated regardless of total leakage as shown
by test. Lines which fail to meet tests shall be repaired and retested as necessary until test
requirements are complied with. Defective materials, pipes, valves and accessories shall be
removed and replaced. The pipe lines shall be tested in such sections as may be directed by the
ENGINEER by shutting valves or installing temporary plugs as required. The line shall be filled
with water and all air removed and the test pressure shall be maintained in the pipe for the entire
test period by means of a force pump to be furnished by the CONTRACTOR. Accurate means
shall be provided for measuring the water required to maintain this pressure. The amount of water
required is a measure of the leakage.
E. The amount of leakage which will be permitted shall be in accordance with A WW A C600
Standards for all pressure. Allowable leakage for various pipe sizes and pressures are shown in
Table 6 in gallons per hour, per 1,000 feet. No pipe installation shall be accepted if the leakage is
greater than that determined by the following formula:
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L = SD(P)ll2
133,200
In which L is the allowable leakage in gallons per hour; S is the length of pipe tested, in feet; D is
the nominal diameter of the pipe, in inches; and P is the average test pressure during the leakage
test, in pounds per square inch gauge.
F. The CONTRACTOR must submit his plan for testing to the ENGINEER for review at least ten
(10) days before starting the test. The CONTRACTOR shall remove and adequately dispose of all
blocking material and equipment after completion and acceptance of the field hydrostatic test,
unless otherwise d~ted by the ENGINEER. Any damage to the pipe coating shall be repaired by
the CONTRACTOR. Lines shall be totally free and clean prior to fmal acceptance.
3.12 CLEANING SEWERS AND STORM DRAINS
At the conclusion of the work, the CONTRACTOR shall thoroughly clean the new pipe line by
flushing with water or other means to remove all dirt, stones, pieces of wood or other material
which may have entered during the construction period. If, after this cleaning, obstructions
remain, they shall be removed.
3.13 DISINFECTING POTABLE WATER PIPELINES
A. Before being placed in service, all potable water pipelines shall be chlorinated in accordance with
A WW A 651, "Standard Procedure for Disinfecting Water Mains" and Section 01625 - Startup.
The procedure shall be approved by the ENGINEER. The location of the chlorination and
sampling points will be determined by the ENGINEER in the field. Taps for chlorination and
sampling shall be uncovered and backfilled by the CONTRACTOR as required.
B. The general procedure for chlorination shall be flfst to flush all dirty or discolored water from the
lines, and then introduce chlorine in approved dosages through a tap at one end while water is
being withdrawn at the other end of the line. The chlorine solution shall remain in the pipeline for
about 24 hours.
C. Following the chlorination period, all treated water shall be flushed from the lines at their
extremities and replaced and water from the distribution system. Bacteriological sampling and
analysis of the replacement water shall then be made by the ENGINEER in full accordance with
the A WW A Manual C651. The CONTRACTOR will be required to rechlorinate, if necessary.
The line shall not be replaced in service until the requirements of the State and County Public
Health Department are met.
D. Special disinfecting procedures shall be used in connections to existing mains and where the
method outlined above is not practical.
E. The CONTRACTOR shall make all arrangements necessary with the County Health Department
for exa.millation of samples of water from disinfected water mains. These samples shall be
examined for compliance with Department of Health and Rehabilitative Services requirements.
Sampling shall be made daily and continuously until two successive examinations are found
satisfactory. Should three examinations be found unsatisfactory, the line shall be flushed and
disinfected again. The cost of all sampling, flushing and disinfecting shall be included in the
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contract price and no additional charge shall be made to the OWNER for this work. The potable
water lines shall not be placed in service until approved in writing from the regulatory agency(s).
END OF SECTION
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SECTION 02623
mGH DENSITY POLYETHYLENE (HDPE) PIPE
PART 1 GENERAL
1.01 SCOPE OF WORK
A. The CONTRACTOR shall furnish all labor, materials, equipment and incidentals required and
install, test, and disinfect high density polyethylene pipe, fittings and appurtenances for yard
piping and concentrate pipeline as shown on the Drawings and as specified herein.
1.02 RELATED WORK
A. The Contract Documents include, but are not limited to, the following related sections:
1. Trenching, bedding, and backfill are included in Section 02221.
2. Valves and appurtenances are included in section 15100.
3. Disinfection is included in Section 02675.
1.03 SUBMITTALS
A. Within 15 days following the Effective Date of the Agreement, submit the following information
in accordance with Section 01300.
1. List of materials to be furnished, the names of the suppliers, and the date of the delivery of
materials to the site.
2. The origin of the resin to be used in the manufacturing of the pipe including the suppliers
name and production plant, as well as brand name and number.
3. Documentation from the resin's MANUFACTURER showing results of the following tests
for resin identification:
a. Melt Flow Index ASTM D 1238
b. Density ASTM D1505
4. MANUFACTURER's quality control manual describing implementation of quality control
procedures during pipe manufacturing process.
5. Pipe MANUFACTURER's certification of compliance with these Specifications.
6. Complete, detailed shop drawings of all polyethylene pipe, including the location of all
fittings, joints and connections to other structures.
7. Pipe MANUFACTURER's recommendation for handling, storing and installing pipe and
fittings.
8. For each shipment of pipe a MANUFACTURER's certification that the pipe was
manufactured from the same resin identified in Paragraph 1.03A2.
1.04 REFERENCE STANDARDS
A. American Society for Testing and Materials (ASTM).
1. ASTM D 1238 - Standard Test Method for Flow Rates Thermoplastics by Extrusion
Plastometer
2. ASTM D 1248 - Standard Specification for Polyethylene Plastic Molding and Extrusion
Materials
3. ASTM D 1505 - Standard Test Method for Density of Plastic by the Density Gradient
Technique
4. ASTM D2657 - Standard Practice fotHeat-Joining Polyolefm Pipe and Fittings
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5. ASTM D2837 - Standard Test Method for Obtaining Hydrostatic Design Basis for
Thermoplastic Pipe Materials
6. ASTM D3350 - Specification for Polyethylene Plastic Pipe and Fitting Materials
7. ASTM F714 - Standard Specification for Polyethylene (PE) Plastic Pipe (SDR-DR) Based
on Outside Diameter
8. ASTM D368 Standard Test Method for Tensile Properties of Plastics
B. American Water Works Association (A WW A).
1. A WW A C906 - Polyethylene (PE) Pressure Pipe and Fittings, 4-inch through 63-inch, for
water distribution
C. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.05 QUALITY ASSURANCE
A. All HDPE pipe and fittings shall be manufactured in strict accordance with A WW A C906 and
shall be from a single MANUFACTURER.
B. Resin Evaluation:
1. All incoming resin shall be sampled for conformance testing against test results supplied by
resin MANUFACTURER. Samples shall be taken from the top and bottom of each
compartment from every hopper car received. The following conformance tests shall be
performed on the sampler:
a. Melt Flow Index: ASTM DI238
b. Density: ASTM D 1505
c. The results of these tests shall become part of the MANUFACTURER's permanent
quality control record.
C. Finished Product Evaluation:
1. Each length of pipe produced shall be checked by production staff for the items listed
below. The result of all measurements shall be recorded on production sheets that become
part of the MANUFACTURER's permanent records.
a. Pipe in process shall be checked visually, inside and out for cosmetic defects (grooves,
pits, hollows, etc.).
b. Pipe outside diameter shall be measured using a suitable periphery tape to ensure
conformance with ASTM F714.
c. Pipe wall thickness shall be measured at 12 equally spaced locations around the
circumference at both ends of the pipe to ensure conformance with ASTM F7I4.
d. Pipe length shall be measured.
e. Pipe marking shall be examined and checked for accuracy.
f. Pipe ends shall be checked to ensure they are cut square and clean.
g. Subject inside surface to a "reverse bend test" to ensure the pipe is free of oxidation
(brittleness).
D. Stress Regression Testing:
1. The polyethylene pipe MANUFACTURER shall provide certification that stress regression
testing has been performed on the specific polyethylene resin being utilized in the
manufacture of this product in accordance with ASTM D2837. The MANUFACTURER
shall provide a product supplying a minimum Hydrostatic Design Basis (HDB) of 1,600 psi
as determined in accordance with ASTM D2837. -
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1.06 WARRANTY
A. The polyethylene pipe MANUFACTURER shall provide a warranty for the pipe covering the
cost of materials for repair or replacement plus installation manpower should the pipe fail within
the warranty period. The MANUFACTURER' s1SUPPLIER' s extended warranty shall be for
two (2) years after the fmal acceptance of the project by the OWNER. The
MANUFACTURER! SUPPLIER shall guarantee that the pipe furnished is suitable for the
purpose intended and free from defects of material and workmanship for the duration of the
warranty. In the event the pipe fails to perform as specified, the pipe MANUFACTURER shall
promptly replace defective pipe without any cost to the OWNER.
PART 2 - PRODUCT
2.01 mGH DENSITY POLYETHYLENE (lIDPE) PIPE
A. High Density Polyethylene (OOPE) Pipe resins shall be high molecular weight, high- density
polyethylene with a cell classification number of 345434C in accordance with ASTM D3350.
Pipe materials shall meet the requirements of Type III, Class C, Category 5, Grade P34 as
defmed in ASTM D1248, with a standard grade rating of 1,600 psi at 73 degrees F.
B. The pipes shall have the nominal dimensions shown on the Drawings, and shall have a pressure
rating of 100 psi meeting the requirements of Standard Dimension Ratio (SDR) DRI7.
C. All polyethylene pipe shall meet the requirements of ASTM F714.
D. The pipe shall be joined with butt, fusion joints. All joints shall be made in strict compliance
with the MANUFACTURER's recommendations.
E. Pipe shall be furnished in standard laying lengths not exceeding 50 feet
F. All high-density polyethylene pipe and fittings shall be made from the same resin and rated for
same pressure rating as the pipe.
G. Polyethylene pipe shall be as manufactured by Chevron Plexco; Phillips Driscopipe; CSR
Polypipe or equal.
2.02 PIPE IDENTIFICATION
A. The following shall be continuously indent printed on the pipe or spaced at intervals not
exceeding 5 feet.
1. Name and/or Trademark of the Pipe MANUFACTURER
2. Nominal Pipe Size
3. Dimension Ratio
4. The letters PE followed by the polyethylene grade in accordance with ASTM D1248,
followed by the hydrostatic design basis in 100's of psi, e.g. PE 3408
5. Maimfacturing standard reference, e.g. ASTM F714
6. A production code from which the date and place of manufacture can be determined
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PART 3 - EXECUTION
3.01 INSTALLATION
A. High Density Polyethylene (HOPE) Pipe shall be installed in accordance with the instructions of
the MANUFACTURER, as shown on the Drawings and as specified here. All heat fusion joints
shall be done by a factory qualified joining technician as designated by pipe
MANUFACTURER.
B. Pipe shall be laid to lines and grade shown on Drawings with bedding and backfill as shown on
the Drawings or as specified in Section 02221.
C. When laying is not in progress, including lunchtime, the open ends of the pipe shall be closed by
fabricated plugs, or by other approved means. All plugs shall be aD fitting type plugs. No
plugs will be allowed that require insertion of the plug into the pipe.
D. Pipe shall be stored on clean level ground to prevent undue scratching or gouging. The handling
of pipe shall be in such a manner that the pipe is not damaged by dragging it over sharp or
cutting objects. The maximum allowable depth of cuts, scratches or gouges on the exterior of
the pipe is 10 percent of wall thickness. The interior pipe surface shall be free of cuts, gouges or
scratches.
E. Sections of pipe with cuts, scratches or gouges deeper than allowed shall be removed completely
and the ends of the pipes rejoined.
F. The pipe shall be joined by the method of thermal butt fusion, as outlined in ASTM D2657. All
joints shall be made in strict compliance with the MANUFACTURER's recommendation.
G. Mechanical connections of the polyethylene pipe to auxiliary equipment such as valves, pumps
and tanks shall be through flanged connections that shall consist of the following:
1. A stainless steel backup, polyethylene flange shall be thermally butt-fused to the stub end of
the pipe.
2. A 316 stainless steel back up ring on both sides of the connection shall be used as approved
by the ENGINEER.
H. Flange connections shall be provided with a full-face neoprene gasket.
I. AlllIDPE pipe must be at the temperature of the surrounding soil at the time of backfilling and
compaction.
J.
In all areas where lIDPE pipe is installed, a polyethylene double-safe detectable marking tape
shall be installed continuously in the backfill between 12 and 18 inches above the top of the
pipe. The marking tape shall meet the following requirements:
1. The tape shall be manufactured by Linetec or Lifeguard, Inc. or equal. The polyethylene
tapeshall meet the requirements of ASTM D1248, Type I, Class A, Grade E-l for
polyethylene plastics molding and extrusion materials. The tape shall have a minimum
tensile strength of 1,750 psi, a minimum elongation of 250 percent, not less than 50 gauge
solid aluminum core and a nominal thickness of 5 mils. The tape shall be composed of 2
mil clear film reverse - printed laminated to aluminum, foil-laminated to 2 mil clear film and
reverse printed. Minimum total thickness 4 mils.
2. Minimum requirement on the marking tape shall be one strip of 4-inch width.
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3. The CONTRACTOR shall submit typical samples of the printed marking tape to the
ENGINEER for approval prior to installation.
4. The marking tape shall be placed in the trench backfill directly above and centered over the
pipeline. The CONTRACTOR shall exercise care to prevent damage to the polyethylene
tape when placing the remaining backfill.
5. Where the pipeline passes through a manhole, vault of other underground structure, the
polyethylene marking tape shall be placed on top of that portion of the pipeline, located
inside the structure and shall be secured to the pipeline with adhesive tape.
6. Openings for air valves and similar appurtenances shall be provided by making an X-shaped
cut in the polyethylene and temporarily folding back the film. After the polyethylene is
installed over the appurtenance, the slack shall be taped securely to the appurtenance and the
cut in the polyethylene shall be repaired with adhesive tape.
3.02 PRESSURE MAIN TESTING
A. All pressure mains must be field-tested. The CONTRACTOR shall supply all labor, water,
equipment, material, gauges, pumps, meters, and incidentals required for testing. The
CONTRACTOR shall pressure test the pressure main upon completion of the pipe laying and
backfilling operations, including placement of any required temporary roadway surfacing.
.,
B. All pressure mains shall be tested at 50 percent above the normal working pressure as
determined by the ENGINEER. The test pressure shall be measured at the highest point along
the test section by a recording type pressure gauge and a copy of the readout shall be submitted
to the ENGINEER upon completion of the test. All testing shall be conducted in the presence of
the ENGINEER or hislher designated representative.
C. Testing shall be conducted after backfilling has been completed and before the placement of
permanent surface.
D. Testing procedure will be as follows:
1. Fmline slowly with water. Maintain flow velocity less than two feet per second.
2. Expel air completely from the line during filling and again before applying test pressure.
Air shall be expelled by means of taps at points of highest elevation.
3. Apply initial test pressure and allow to stand without makeup pressure for two to three
hours, to allow for diametric expansion or pipe stretching to stabilize.
4. After this equilibrium period, apply the specified test pressure and turn the pump off. The
fmal test pressure should be held for two hours.
5. Upon completion of this test, the pressure shall be bled off from a location other than the
point where the pressure is monitored. The pressure drop shall be witnessed by the resident
project representative at the point where the pressure is being monitored and shall show on
the recorded pressure read-out submitted to the ENGINEER.
E. Allowable amount of makeup water for expansion during the pressure test shall conform to
Chart 6, Allowance for Expansion Under Test Pressure, Technical Report TR3119-79, published
by the Plastic Pipe Institute. If there are no visual leaks or significant pressure drops during the
fmal test period, the installed pipe passes the test.
F. If any test of pipe laid disclosed leakage or significant pressure drop greater than that allowed,
the CONTRACTOR shall, at hislher own expense, locate and repair the cause of the leakage and
retest the line.
G. All visible leaks are to be repaired regardless of the amount of the leakage.
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H. The CONTRACTOR shall leave all corporation stops and incidentals required for hydrostatic
testing of the pressure main in-place to facilitate periodic testing of the buried OOPE pipe by the
OWNER.
3.03 INSTALLING PIPE SLEEVE
A. The sections of steel sleeve shall be field welded in accordance with the applicable portions of
A WW A C 206 and A WS D7.0 for field welded water pipe joints. Wire brush and paint the
welded joints with Inertol Quick-Drying Primer 626 by Koppers Company, or equal.
B. Steel pipe sleeves sl;1all be installed in accordance with the requirements of Section 02221 of
these Specifications.
C. The pipe installed within the steel sleeve shall be in full conformity with these Specifications.
The pipe shall be installed to the exact lines and grades required within the sleeve. If oak or
concrete pipe supports are utilized after the pipe has been satisfactorily placed and approved by
the ENGINEER, the space between the outside of the pipe and the sleeve shall be completely
filled with sand (pumped in one continuous uninterrupted operation in a manner to prevent
occurrence of any voids between the pipe and the sleeve). The pipe must be braced to the side
and the top of the sleeve to prevent flotation or motion during the placing of the sand.
D. A continuous sleeve type rubber seal of 100 percent Neoprene with stainless steel straps and
clamps as manufactured by Plico Company or approved equal shall be placed at the ends of each
sleeve in accordance with the manufacturer's recommendations.
3.04 CLEANING
A. At the conclusion of the work, thoroughly clean all of the new pipe lines to remove all dirt,
stones, pieces of wood and other materials that may have entered during the construction period.
Debris cleaned from the lines shall be removed from the job site. If, after this cleaning, any
obstruction remain, they shall be removed.
3.05 DISINFECTION
A. Before being placed in service, all new pipelines shall be chlorinated using the continuous feed
method specified in A WW A C651. The procedure shall be approved by the ENGINEER in
advance.
B. The location of the cWorination and sampling points will be determined by the ENGINEER in
the field. Taps for chlorination and sampling shall be installed by the CONTRACTOR. The
CONTRACTOR shall uncover and backfill the taps as required.
C. The general procedure for chlorination shall be first to flush all dirty or discolored water from
the lines and then introduce chlorine in approved dosages through a tap at one end, while water
is being withdrawn at the other end of the line. The chlorine solution shall remain in the
pipeline for 24 hours.
D. Following the cWorination period, all treated water shall be flushed from the lines at their
extremities and replaced with water from the distribution system. All treated water flushed from
the lines shall be disposed of by discharging to the nearest sanitary sewer or by other approved
means. No discharge to any storm sewer or natural water course will be allowed.
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Bacteriological sampling and analysis of the replacement water may then be made by the
ENGINEER in full accordance with A WW A C651. The CONTRACTOR will be required to
rechlorinate, if necessary. and the line shall not be placed in service until the requirements of the
FDEP and the local Health Department are met.
E. Special disinfecting procedures shall be used in connections to existing mains and where the
method outlined above is not practical.
END OF SECTION
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SECTION 02626
DOUBLE WALL CHEMICAL PIPE SYSTEM
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment and incidentals required and install buried and above
grade, double walled plastic piping and appurtenances as shown on the Drawings and as
specified herein.
1.02 RELATEDWORK
A. Plastic pipe and fittings for process pipe are included in Section 15064.
1.03 SUBMfITALS
A. Shop drawings and product data, in accordance with Section 01300, shall include the following:
1. Shop drawings including piping layouts and schedules shall be submitted to the
ENGINEER and shall include dimensioning, fittings, locations of valves and
appurtenances, joint details, methods and locations of supports and all other pertinent
technical specifications for all piping to be furnished.
2. Shop drawing submittals for piping under this Section shall include all data and
information required for the complete piping systems. All dimensions shall be based on the
actual equipment to be furnished. Types and locations of pipe hangers and/or supports
shall be shown on the piping layout for each piping submittal.
1.04 REFERENCE STANDARDS
A. American Society for Testing and Materials (ASTM)
1. ASTM F438 - Standard Specification for Socket-Type Chlorinated Poly (Vinyl Chloride)
(CPVC) Plastic Pipe Fittings, Schedule 40
2. ASTM F441 - Standard Specification for Chlorinated Poly (Vinyl Chloride) (CPVC)
Plastic Pipe, Schedules 40 and 80
3. ASTM F493 - Standard Specification for Solvent Cements for Chlorinated Poly (Vinyl
Chloride) (CPVC) Plastic Pipe and Fittings
4. ASTM D3222 - Standards Specification for National, Unpigmented, Virgin Polyvinylidene
Fluoride (PVDF) Homopolymer
1.05 QUALITY ASSURANCE
A. All double walled plastic pipe and fittings shall be furnished by a single MANUFACTURER
who is experienced in the manufacture of the items to be furnished. The pipe and fittings shall
be desigiIed, constructed and installed in accordance with the best practices and methods and
shall be suitable for the intended service.
1.06 SYSTEM DESCRIPTION
A. Double walled piping systems shall be installed in those locations for all chemical lines and
accessories as shown on the Drawings.
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B. The equipment and materials specified herein are intended to be standard types of plastic pipe
and fittings for use in transporting chemicals.
C. Double walled piping systems shall be designed for all the
systems.
D. Containment pipe and fittings shaD be schedule 80 CPVc.
System: Chemicals - Sodium Hypochlorite
Carrier Pipe and Fittings Material: Schedule 80 CPVC
,
Containment Pipe and Fittings Material:
Fluids:
Schedule 80 CPVC
Pressure:
Sodium Hypochlorite .8 to 15%
Atmosphere to 100 psig
Up to 10 fps
35 degrees F to 100 degrees F
Pulsation from diaphragm pumps
.s
Flow Velocity:
Temperature:
Special Conditions:
PART 2 - PRODUCTS
2.01 PRIMARY CARRIER PIPE AND FITTINGS
A. PVC and CPVC pipe and fittings for the buried pressurized chemical carrier pipes for the
chemical systems defmed in Paragraph 1.06 shall conform to the requirements of Section 15064.
B. PVDF pipe and fitting shall conform to the requirements specified herein.
2.02 SECONDARY CONTAINMENT PIPING AND FITTINGS
A. Containment pipe size shall be based on the size of the primary carrier pipe as follows:
Carrier Pipe Diameter
I-in
1.5-in
2-in
3-in
4-in
Containment Pive Diameter
4-in
4-in
4-in
6-in
6-in
B.
Polyvinyl Chloride (PVC) Secondary Containment Pipe.
1. Pipe shall be manufactured from PVC compounds meeting ASTM D1784, Class 12454-B.
The pipe shall be manufactured in accordance with ASTM D 1785, PVC 1120. The pipe
shall have a minimum hydrostatic design stress of 2,000 psi at 73 degrees F and shall be
suitable for field cutting and solvent welding. Pipe shall be of the sizes indicated above
and shall be Schedule 80 unless otherwise-shown. Solvent cement shall be as specified in
ASTM 02564.
2. PVC containment pipe shall be used to encase buried carrier piping for chemical systems as
defmed in Paragraph 1.06 and as shown on the Drawings.
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C. pvc Secondary Containment Fittings
1. Containment pipe fittings for all buried chemical piping systems shall be manufactured
from PVC compounds meeting ASTM D1784, Class I2454-B.
2. Fittings shall be of a two piece design jointed by mating gaskets and sealed through the use
of joining rods and clamps. The fittings shall be Flo-safe or equal as manufactured by Flo
Control, Inc., Burbank, CA.
2.03 PVDF PIPING AND FfITINGS
A. Pipe shall be manufactured from a natural, unpigmented, virgin polyvinylidene fluoride (pVDF)
homopolymer conforming to the standards of ASTM D3222. The pipe shall be standard
dimension ration (SDR) which the pressure rating for all pipe sizes through 4" diameter shall be
230 psi at 68Dp. The pressure rating for all pipe sizes greater than 4" diameter shall be 150 psi at
68Dp. All PVDF shall be ink embossed to denote production lot, pipe diameter and wall
thickness.
B. PVDF fittings shall be butt fusion type suitable for heat fusion. All butt fusion shall be as
outlined in ASTM D2657. All welders certificates will certify the welder is in compliance with
procedures described in ASTM 2657.
C. All PVDP pipe shall be PolyFlo as manufactured by Ashai or equal.
D. Access tees shall be provided per Contract Drawings and per leak detention
MANUFACTURER's requirements. Access fees shall be of the same resin as product pipe.
PART 3 -EXECUTION
3.01 INST ALLA nON OF DOUBLE WALLED PVC AND CPVC CHEMICAL PIPE SYSTEM
A. Double walled PVC and CPVC chemical pipe systems shall be installed in accordance with the
MANUFACTURER's technical data, printed instructions and field instruction.
B. Pipe spacers shall be attached to the carrier pipe every three feet prior to the installation on the
containment piping. The spacers shall be designed to permit the carrier and containment pipes
to expand and contract without stress or wear on the pipes as well as provide for drainage and
free air circulation. Layout the system, cut and dry fit the carrier piping, then place the
containment pipe over the carrier pipe before joining. The containment pipe must be installed
over the carrier pipe as the system is being assembled. Prior to solvent welding of the
containment pipe and installation of the split fittings, the carrier pipe system shall be
hydrostatically tested as detailed in Paragraph 3.02.
, .
C. If any defective pipe is discovered after it has been installed, it shall be removed and replaced
with a sound pipe in a satisfactory manner at no additional cost to the OWNER. All pipe and
fittings shall be thoroughly cleaned before installation, shall be kept clean until they are used in
the work and when laid, shall conform to the lines and grades required.
D. All pipe shall be sound and clean before installation. When installation is not in progress,
including lunchtime, the open ends of the double walled chemical pipe systems shall be closed
by watertight plug or other approved means. Good alignment shall be preserved during
installation. Fittings, in addition to those shown on the Drawings, shall be provided, if required,
in crossing utilities that may be encountered upon opening the trench.
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E. When cutting pipe is required, the cutting shall be done by machine, leaving a smooth cut at
right angles to the axis of the pipe.
F. Joints for PVC and CPVC pipe shall be solvent welded. In making solvent welded connections,
clean dirt and moisture from the pipe, bevel pipe ends slightly with emery cloth to remove any
shoulder or burrs created by the cutting of the pipe. Solvent welded joints shall be made in
accordance with ASTM D2855 except that solvent cement formulated especially for and as
specified above shall be used for joining CPVC pipe. Primer shall be used whenever
recommended by the pipe MANUFACTURER and in all cases for joints on the pipe systems 4-
in in diameter or larger.
G. Precautions shall be. taken to prevent flotation of the pipe in the trench.
H. Where plastic pipe passes through wall sleeves, the space between the pipe and sleeve shall be
sealed with a mechanical sealing element as specified in Section 01172. .
3.02 INSTALLATION OF PVDF PIPE SYSTEM
B.
C.
D.
E.
3.03
A.
. ..
A. Install double-containment piping to comply with MANUFACTURER's recommended
procedures.
Installers shall be pre-qualified through sufficient training in Butt Fusion techniques according
to ASTM D 2657 Section 9.
Hot gas welding shall not be allowed for wetted components.
MANUFACTURER/Manufacturer Representative shall provide three (3) days of on-site training
in the assembly, installation, and operation of the double-containment systems.
Install continuous running pull rope for installation of leak detection cable if required.
MANUFACTURER shall supply pipe spools with pull rope in place.
FIELD TESTING - PVC AND CPVC PIPE SYSTEMS
All pipelines shall remain undisturbed for the minimum curing time specified for each type of
pipe material but no less than 24 hours to develop full curing and complete strength at all joints.
Prior to installation of the split fittings, all primary carrier pipe systems shall be flushed clean
and then subjected to a hydrostatic pressure test as specified in Section 15064.
B. After testing of the carrier pipe, the containment fittings shall be installed and the containment
system shall be tested pneumatically at 5 psig for a duration of two hours prior to backfilling.
All containment piping joints shall be checked for leaks by applying a soapy solution to the
joints. Furnish all necessary equipment and labor to perform the air test, including air
compressor, gauges, conduit caps, temporary pipe and connections, etc and complete the test to
the satisfaction of the ENGINEER.
C. After backfilling is completed, a 5-psig air test of the containment pipe shall be conducted to the
satisfaction of the ENGINEER.
D. All leaks detected during the pressure test shall be repaired and the pressure/temperature test
rerun. A successful test shall be a test in which no leaks are detected and the pipe system
pressure can be maintained within 1/2 percent of the specified value.
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E. Prior to testing, the pipelines shall be supported in an approved manner to prevent movement
during the tests.
3.04 FIELD TESTING - PVDP PIPE SYSTEM
A. Pressure System:
1. Product pipe should be tested hydrostatically to 150% of operating pressure per ASME
B31.3 part 345.
2. Containment Pipe. The containment piping shall be tested 150% of operating pressure per
ASME B31.3. The product pipe must be pressurized to the same pressure as the test to
prevent collapsing of product pipe.
END OF SECfION
. .
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SECTION 02675
DISINFECTION
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes: Disinfection of all pipelines, tanks, structures, conduits and equipment that are
to store, handle or carry potable water. Furnish all labor, water, chemicals and equipment,
including tags, corporation stops, temporary pumps and other items necessary to perform the
Work, except as othe~ise specified.
1.02 REFERENCES
A. Codes and standards referred to in this Section are:
1. A WW A C651 - Disinfecting Water Mains
2. A WW A C652 - Disinfection of Water-Storage Facilities
1.03 QUALITY ASSURANCE
A. Disinfection Standards: Disinfect in accordance with A WW A C651 for water mains and A WW A
C652 for water storage facilities and equipment.
B. Chlorinated Water Disposal: Dispose of old highly cWorinated water in accordance with
applicable regulations.
PART 2 - PRODUCTS (NOT USED)
PART 3 -EXECUTION
3.01 FLUSHING
A. After coordination with the COUNTY Water Distribution Section, perform all flushes, pigging or
swabbing, disinfection and post flushes in the presence of Water Department personnel. Fill all
water lines with potable water, pig or swab and perform a line flushing. All lines larger than 12-
inches in diameter shall be pigged to clear debris prior to flushing. Use a swab-type pig for HDPE
pipe. Use a 5- to 7-lb. density poly-jacketed bullet style pig for all other pipe material. Under no
circumstances is a pig or swab considered reusable. A section of pipe shall be inserted in the gap
specified in the jumper shown in the Standard Details to connect the new construction to the
existing facilities for the purpose of accomplishing the full-bore flush. After completion of the
flush, remove the connection. The facilities shall be capped and returned to the jumper connection
shown in the Standard Details until fmal connection is permitted by COUNTY at the completion
of construction and after fmalization of all test procedures and bacterial clearance for new water
facilities.
3.02 WAlER MAIN DISINFECTION
A. Following acceptable pressure testing, disinfect all sections of the water distribution system and
receive approval thereof from the appropriate agencies, prior to placing in service. Provide
advance notice of 48 hours to the COUNTY before disinfecting procedures start. The disinfection
shall be accomplished in accordance with the applicable provisions of A WW A Standard C651,
''Disinfecting Water Main" and all appropriate approval agencies.
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.
B. The disinfecting agent shall be free chlorine in aqueous solution with sustained concentration for
48 hours of not less than 50 parts per million. After 48 hours, if chlorine solution contains at least
25 parts per million of chlorine, the line may then be flushed and samples taken at various points.
Chlorine may be derived from chlorine gas, or 70% (high test) calcium hypochlorite (lITH or
Perchloron, or equal). Administration may be by any of the several methods described in A WW A
Standard C651 as proposed by the CONTRACTOR and approved by the ENGINEER. Proposals
as to method must be made prior to commencement of the disinfection process.
:.,
C. Following contact with chlorine solution, the system shan be thoroughly flushed out. Schedule
water sampling in coordination with the COUNTY Water Distribution Section. The COUNTY
Water Department will obtain all water samples for analysis.
D. If samples do not demonstrate satisfactory results, the disinfection procedure shall be repeated
until two series of satisfactory samples are obtained, the period between such series of samples to
be a minimum of 24 hours.
E. After approval of the samples, and before placing the system in service, perform another flushing
of the water lines to remove any stagnant water.
3.03 DISINFECTION PROCEDURES FOR TANKS
A. Disinfect potable water storage tanks and equipment in accordance with A WW A C642, Method 2
or 3, using sodium hypochlorite.
1. In Method 2, spray method, spray the entire interior 'surface of the tank with chlorinated water
containing 200 mg/l of available chlorine. After spraying, allow the tank to stand at least two
hours before filling with fresh water.
B. After disinfection, allow the tanks and equipment to overflow until the chlorine residual is
approximately 2 mgll.
3.04 BACTERIAL SAMPLE POINTS
A. For the purpose of new water main construction, bacterial sampling points shall be positioned at
the beginning of each new system, at 1ooo-foot intervals and all dead ends unless otherwise
directed. These sampling points will be utilized by Utilities personnel for water main bacterial
clearance procedures. At the completion of the project, when authorization is given by Utilities
Operations, permanent sampling points shan remain every 3000 feet or one at 2/3 of the length
from the point of connection to the COUNTY system if the line is less than 3000 feet long. All
others shall be removed down to the main and properly capped by the CONTRACTOR. The
permanent sampling points shall be constructed as shown in the Utility Detail Drawings. Collier
County staff will review the permanent sampling point locations during fmal plans review.
END OF SECTION
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SECTION 02932
SODDING
PART I-GENERAL
1.01 SCOPE OF WORK
A. The CONTRACTOR shall furnish all labor, materials, equipment, and incidentals required to
prepare lawn bed and install sodding, as shown on Drawings and as specified herein.
B. Area to receive sod shall be as follows:
1. Areas disturbed by construction where grass previously grew.
2. Ten feet around the perimeter of all new and existing buildings.
3. Two feet on each side of all sidewalks and pipe trenches.
4. Three feet on each side of new roadways.
5. Five feet around the perimeter of all stormwater/runoff control structures.
6. All slopes, except soil stockpiles, steeper than 3:1 (H:V).
1.02 RELATED REQUIREMENTS
A. The Contract Documents include, but are not limited to, the following related sections:
1. Temporary Sedimentation and Erosion Control is included in Section 02276.
1.03 SUBMITTALS
A. Provide technical data as provided in Section 013oCtfor shop drawings on all materials or
installation procedures required under this Section.
B. Submit as provided in Section 01720 certifications required for all sodding supplied.
PART 2 - PRODUCTS
2.01 SOD
A. Sod shall be Argentine Bahia of fIrm texture having a compacted growth and good root
development as approved.
B. Sod shall be certified to meet Florida State Plant Board specifications, absolutely true to varietal
type and free from weeds or other objectionable vegetation, fungus, insects and disease of any
kind.
C. Before being cut and lifted, the sod shall have been mowed three times with the fmal mowing not
more than a week before cutting into uniform dimensions.
D. Sod shall be harvested, delivered, and installed within a period of 72 hours.
2.02 SOIL CONDITIONERS
A. Fertilizer
1. Fertilizer shall be a complete fertilizer, the elements of which are derived from organic
sources. Fertilizer shall be a standard product complying with state and federal fertilizer laws.
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2. Fertilizer shall be delivered to the site, mixed as specified, in the original unopened standard
size bags showing weight, analysis and name of manufacturer. Containers shall bear the
manufacturer's guaranteed statement of analysis, or a manufacturer's certificate of compliance
covering analysis shall be furnished to the ENGINEER. Store fertilizer in a weatherproof
place and in such a manner that it will be kept dry, and its effectiveness will not be impaired.
B. Superphosphate shall be composed of fmely ground phosphate rock as commonly used for
agricultural purposes containing not less than 20 percent available phosphoric acid.
PART 3 - EXECUTION
3.01 LAWN BED PREPARATION
A. Areas to be sodded shall be cleared of all rough grass, weeds and debris and the ground brought to
an even grade as approved. .
B. The soil shall then be thoroughly tilled to a minimum 8-inch depth.
C. Superphosphate at a rate for bidding purposes of 5 pounds per 1000 square foot and complete
fertilizer at a rate for bidding purposes of 16 pounds per 1000 square foot shall be evenly
distributed over entire area and cross-disced into a depth of 4 to 6 inches.
D. The areas shall then be brought to proper grade, free of sticks, stones, or other foreign matter over
one (1) inch in diameter or dimension. The surface shall conform to finish grade, less the
thickness of sod, free of water-retaining depressions, the soil friable and of uniformly fum texture.
3.02 SOD HANDLlNG AND lNST ALLA TION
A. During delivery, prior to planting and during the planting of the lawn areas, the sod panels shall at
all times be protected from excessive drying and unnecessary exposure of the roots to the sun. All
sod shall be stacked during construction and planting so as not to be damaged by sweating or
excessive heat and moisture.
B. After completion of soil conditioning as specified above, sod panels shall be laid tightly together to
make a solid sodded lawn area. On mounds and other slopes, the long dimension of the sod shall
be laid perpendicular to the slope. Immediately following sod laying, the lawn areas shall be
rolled with a lawn roller customarily used for such purposes and then thoroughly watered.
C. Bring the sod edge in a neat, clean manner to the edge of all paving and shrub areas. A top
dressing with approved, clean, weed free sand may be required at no additional cost to the
OWNER, if deemed necessary by the ENGINEER.
D. On slopes greater than 3: 1, sod shall be laid using staggered joints and secured using staking,
pegging or other approved methods. Sod shall be installed with the length perpendicular to the
slopes.
3.03 MAINTENANCE
A. CONTRACTOR shall produce a dense, well-established lawn. CONTRACTOR shall be
responsible for the repair and resodding of all eroded or bare spots until project acceptance.
Repair sodding shall be accomplished as in the original work, except that fertilizing may be
omitted.
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B. Sufficient watering shall be done by the CONTRACTOR to maintain adequate moisture for
optimum development of the lawn areas. Sodded areas shall receive no less than 1.5 inches of
water per week.
3.04 LANDSCAPE MAINTENANCE
A. Any existing landscape items damaged or altered during construction by the CONTRACTOR shall
be restored or replaced as approved by the ENGINEER.
B. Maintain landscape work for a period of 90 days immediately following complete installation of
work or until OWNER accepts project. Watering. weeding, cultivating, restoration of grade,
mowing and trimming grass, protection from insects and diseases, fertilizing and similar
operations as needed to ensure normal growth and good health for live plant material shall be the
responsibility of the CONTRACTOR and at no additional cost to the OWNER.
3.05 CLEANUP
A. Soil. mulch, seed, or similar materials spilled onto paved areas shall be removed promptly, keeping
those areas as clean as possible at all times. Upon completion of sodding operations, all excess
soil. stones, and debris remaining shall be removed from the construction areas.
3.06 REPAIRS TO LAWN AREAS DISTURBED BY CONTRACTOR'S OPERATIONS
A. Lawn areas planted under this Contract and lawn areas outside the designated areas damaged by
CONTRACTOR's operations shall be repaired at once by proper sod bed preparation, fertilizing,
and resodding, in accordance with these Specifications.
END OF SECTION
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SECTION 02999
MISCELLANEOUS WORK AND CLEANUP
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. This section includes operations that cannot be specified in detail as separate items but can be
sufficiently described as to the kind and extent of work involved. The CONTRACTOR shall
furnish all labor, materials, equipment, and incidentals to complete the work under this section.
B. The work of this section includes, but is not limited to, the following.
1. Restoring of driveways and fences.
2. Crossing utilities.
3. Relocation of existing water lines, low pressure gas lines, telephone lines, electric lines, cable
TV lines and storm drains.
4. Restoring easements and rights of way.
5. Cleaning up.
6. Incidental work.
7. Cooperation with other CONTRACTOR.
1.02 WORK SPECIFIED UNDER OTHER SECTIONS
A. All work shall be completed in a workmanlike manner by competent workmen in full compliance
with all applicable sections of these Specifications.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Materials required for this section shall be of at least the same type and quality as materials that are
to be restored. Where possible, the CONTRACTOR shall reuse existing materials that are
removed and then replaced.
PART 3 - EXECUTION
3.01 RESTORA nON OF FENCES
A. At several locations it may be necessary for the CONTRACTOR to remove, store, and replace
existing fences during construction. Only the sections directed by the ENGINEER shall be
removed. If any section of fence is damaged due to the CONTRACTOR's negligence, it shall be
replaced with fencing equal to or better than that damaged, and the work shall be satisfactory to
the ENGINEER.
3.02 CROSSING UTILITIES
A. This item shall include any extra work required in crossing culverts, water courses, drains, water
mains, and other utilities, including all sheeting and bracing, extra excavation and backfill, or any
other work required for the crossing, whether or not shown on the Drawings.
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3.03 RELOCATIONS OF EXISTING GAS LINES, TELEPHONE LINES, ELECTRIC LINES, AND
CABLE TV LINES
A. The CONTRACTOR shall notify the proper authority of the utility involved when relocation of
these lines is required. The CONTRACTOR shall coordinate all work by the utility so that the
progress of construction will not be hampered.
3.04 RESTORING EASEMENTS AND RIGHTS-OF-WAY
A. Portions of the construction occur in easements through private property. The CONTRACTOR
shall be responsible for all damage to private property due to his operations. CONTRACTOR
shall protect from injury all walls, fences, cultivated shrubbery, pavement, underground facilities,
such as water pipe, or other utilities that may be encountered along the easement. If removal and
replacement are required, it shall be done in a workmanlike manner so that the replacement is
equivalent to that which existed prior to construction. .
B. Existing lawn surfaces damaged by construction shall be regraded and resodded. These areas shall
be maintained until all work under this Contract is completed and accepted.
3.05 CLEANING UP
A. The CONTRACTOR shall remove all construction material, excess excavation, buildings,
equipment and other debris remaining on the job as a result of construction operations and shall
render the site of the work in a neat and orderly condition.
3.06 INCIDENTAL WORK
A. Do all incidental work not otherwise specified, but obviously necessary for the proper completion
of the contract as specified and as shown on the Drawings.
END OF SECTION
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SECTION 03301
CONCRETE AND REINFORCING STEEL
PART 1 GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment and incidentals required and perform all concrete work as
ordered by the ENGINEER, as shown on the Drawings and as specified herein.
1.02 SUBMITTALS
A. Submit to the ENGINEER, in accordance with Section 01300, shop drawings showing locations
of all joints and accessories. Submit full shop drawings and bar schedules for reinforcing steel.
Submit technical data on all materials and components. Submit other data specified herein when
required.
1.03 REFERENCE STANDARDS
A. American Society for Testing and Materials (ASTM)
1. ASTM A185 - Standard Specification for Steel Welded Wire Fabric, Plain, for Concrete
Reinforcement.
2. ASTM A615 - Standard Specification for Defonned and Plain Billet-Steel Bars for Concrete
Reinforcement.
3. ASTM C31 - Standard Practice for Making and Curing Concrete Test Specimens in the
Field.
4. ASTM C33 - Standard Specification for Concrete Aggregates
5. ASTM C94 - Standard Specification for Ready-Mixed Concrete.
6. ASTM CI50 - Standard Specification for Portland Cement.
7. ASTM D1752 - Standard Specification for Preformed Sponge Rubber and Cork Expansion
Joint Fillers for Concrete Paving and Structural Construction.
B. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
PART 2 PRODUcrS
2.01 MATERIALS
A. Cement: conforming to ASTM C150, Type II.
B. Fine aggrrgate: washed natural sand conforming to ASTM C33.
C. Coarse aggregate: well graded crushed stone conforming to ASTM C33, size No. 57.
D. Fly Ash (pozzolan): Comply with ASTM C618, Type C or F.
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E. Water shall be potable, clean, and free from deleterious amounts of acids, alkalis, oils, or organic
matter.
F. Chemical admixtures shall be free of chlorides and alkalis. All admixtures from the same
manufacturer, and mutually compatible with each other and the concrete mix.
1. Air Entraining Admixture: Conform to ASTM C260.
2. Water Reducing Admixture: Conform to ASTM C494, Type A.
G. Reinforcing steel: conform to ASTM A615, Grade 60.
H. Welded steel wire fabric shall be sized as shown and be in accordance with ASTM A185.
I. Bonding compound: Sikadur Hi Mod by Sika Corp., similar by Euclid Chemical Corporation;
Master Builders or equal.
J. Premolded Joint Filler: self-expanding cork confonning to ASTM D1752, Type III.
2.02 CONCRETE QUALITY
A. Unless otherwise specified or directed, concrete shall be designed for a minimum allowable
compressive strength of 4,000 psi at 28 days. Concrete mix requirements:
Cementitious Content (cement + pozzolan):
Maximum waterlcement ratio:
Fly Ash, by weight:
Entrained Air:
Slump:
560 lbslyd min.
0.44
20-25%
3.5-5%
3 - 5 in.
B. Proportion admixtures per manufacturer's recommendations.
2.03 MIXING CONCRETE
A. Ready-mix concrete shall conform to ASTM C94 and the requirements herein, or as otherwise
approved by the ENGINEER If ready-mix concrete is to be used, the manufacturer shall furnish
a statement to the ENGINEER for his approval giving the dry proportions to be used, with
evidence that these will produce concrete of the quality specified.
B. Concrete shall be mixed until there is a uniform distribution of the materials and shall be
discharged completely before the mixer is recharged. The mixer shall be rotated at a speed
recommended by the mixer manufacturer and mixing shall be continued for at least 1-112 minutes
after all the materials are in the mixer. Concrete shall be placed within 1-112 hours of the time at
which water was fIrst added, otherwise it shall be rejected. Concrete which has been remixed or
retempered, or to which an excess amount of water has been added, shall also be rejected.
2.04 FORMS
A. Forms shall be free from roughness and imperfections, substantially watertight and adequately
braced and tied to prevent motion when concrete is placed. No wooden spreaders will be
allowed in the concrete.
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B. Wire ties will not be allowed. Metal ties or anchorages which are required within the forms shall
be so constructed that the metal work can be removed for a depth of at least I-in from the surface
of the concrete without injury to such surface by spalling or otherwise. Forms shall be
thoroughly cleaned before using and shall be treated with oil, or other approved material.
PART 3 EXECUTION
3.01 REINFORCING STEEL
A. Fabrication of reinforcement shall be in compliance with the CRSI Manual of Standard Practice.
B. Cold bend all bars.
C. Bend bars around a pin of minimum diameter of 6 bar diameters.
D. Cut bars by shearing or sawing. No torch cutting of bars will be allowed.
E. Reinforcement shall be shipped to the work with bars of the same size and shape fastened in
bundles with metal identification tags giving size and mark securely wired on. The identification
tags shall be labeled with the same designation as shown on submitted bar schedules and shop
drawings.
F. Store all bars off the ground, protect from moisture and keep free from dirt, oil, or injurious
coatings.
G. All splices as shown on the drawings. Additional splices must be approved by the ENGINEER.
H. Splice welded wire fabric by lapping not less than 1-112 courses or 12-in, whichever is greater.
Tie wire fabric splices together with wire ties spaced no more than 24-in on center.
I. Before being placed in position, reinforcement shall be thoroughly cleaned of loose mill and rust
scale, dirt and other coatings that reduce or destroy bond. Where there is delay in depositing
concrete after reinforcement is in place, bars shall be reinspected and cleaned when necessary.
J. Reinforcement which is to be exposed for a considerable length of time after being placed shall
be painted with a heavy coat of cement grout, if required.
K. In no case shall any reinforcing steel be covered with concrete until the amount and position of
the reinforcements have been checked by the ENGINEER and his permission given to proceed
with the concreting.
3.02 PREPARATION OF SURFACES
A. All surfaces to receive bonding compound shall be prepared in accordance with the
manufacturer's recommendations before the application of the bonding compound.
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3.03 PLACING CONCRETE
A. Reinforcement, where required, shall be accurately placed in exact positions shown, shall be
secured against displacement with annealed iron wire ties or suitable clips at intersections and
shall have a clear space of 2-in between the steel and face of forms unless otherwise indicated.
Wire ties passing through the forms for the purpose of holding the steel in proper position will
not be allowed. Concrete blocks with wire ties cast therein may be used where approved by the
ENGINEER for the purpose of maintaining the clearance between reinforcement and forms.
B. No concrete shall be placed until forins and method of placement have been approved by the
ENGINEER. Before depositing concrete, all debris, foreign matter, dirt and water shall be
removed from the forms. The surface of concrete previously placed, such as manhole base or
horizontal construction joint, shall be cleaned and brushed with cement paste. Concrete shall not
be placed in water or submerged within 24 hours after placing, nor shall running water be
permitted to flow over the surface of fresh concrete within 4 days after its placing.
r
C. High frequency mechanical vibrators shall be used to the extent necessary to obtain proper
consolidation of the concrete. Care shall be taken to avoid segregation of aggregates by
excessive vibration. Concrete adjacent to forms and around pipe stubs shall be carefully spaded
or rodded.
D. Concrete walls shall be deposited in one continuous operation with concrete brought up evenly
on all sides. Chutes shall be of metal, "U" shaped, and provided with a baffle plate at the end, if
necessary, to prevent segregation of materials. Chutes shall be placed at an angle of not less than
25 degrees, nor more than 45 degrees from horizontal and they shall be kept clean and free from
hardened concrete.
E. No concrete shall be mixed or placed during freezing weather without explicit permission. When
placing concrete when air temperature is below 40 degrees F, the water, sand and gravel shall be
heated so that the temperature of the concrete will be at least 50 degrees F. This temperature
shall be maintained for 72 hours after placing. No concrete shall be placed on frozen ground.
3.04 FIELD TESTS
A. Sets of three field control cylinder specimens will be taken at random by the ENGINEER during
the progress of the work, in conformity with ASTM C31; the total number of specimens taken on
the project shall be not less than one set of specimens on anyone day when concrete is placed.
When average ultimate 28 day strength of control cylinders in any set falls below the required
ultimate strength or below proportional minimum 7 day strengths where proper relation between
7 and 28 day strengths have been established by tests, proportions, water content, or temperature
conditions shall be changed to secure the required strength.
B. Cooperate in the making of such tests to the extent of allowing free access to the work for the
selection of samples, providing heated moist storage facilities for specimens, affording protection
to the specimens against injury or loss through his operation and furnishing material and labor
required for the purpose of taking concrete cylinder samples, curing boxes and shipping boxes.
All shipping of specimens will be paid for by the OWNER.
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3.05 STRIPPING AND FlNISlllNG CONCRETE
A. Forms shall not be stripped before the concrete has attained a strength of at least 30 percent of
the ultimate design strength, except as otherwise specified. This is equivalent to approximately
"100 day-degrees" of moist curing.
-'
B. Care shall be exercised to prevent damaging edges or obliterating the lines of chamfers,
rustications or comers when removing the forms or doing any other work adjacent thereto.
C. Clean all exposed concrete surfaces and adjoining work stained by leakage of concrete, to the
satisfaction of the ENGINEER.
D. As soon as forms have been stripped, form ties, if employed, shall be removed and the recess
filled to ensure complete watertightness. Any defects in the surface of the walls shall be chipped
out and repaired in a workmanlike manner. Defective concrete where it occurs shall be cut to a
minimum depth of I-in, thoroughly roughened and neat cement brushed in. The hole shall then
be filled with mortar in the proportion of 1 part cement and 2-112 parts sand with a minimum of
water. Mortar for filling form tie recesses shall be mixed to a slightly damp consistency (just
short of "balling"), pressed into the recess until dense and troweled smooth. Mortar in larger
patches shall be applied and allowed to assume a partial set following which it shall be struck off
flush with the adjoining surface. Patches shall be kept moist for several days to assure proper
curing.
E. Concrete to receive dampproofing and concrete not exposed in the finished work shall have
off-form finish with fins and other projections removed and tie cones and defects filled as
specified.
F. Rubbed Finished (Exposed Concrete)
1. Immediately upon stripping forms and before concrete has changed in color, all fins shall be
carefully removed with a hammer. While the wall is still damp, apply a thin coat of medium
consistency neat cement slurry by means of bristle brushes to provide a bonding coat within
all pits, air holes or blemishes in the parent concrete; avoid coating large areas of the finished
surface with this slurry.
2. Before this slurry has dried or changed color, apply a dry (almost crumbly) grout consisting
of one volume cement to 1-112 volumes of clean masonry sand having a fineness modulus of
approximately 2.25 and complying with gradation requirements of the ASTM for such a
material. Grout shall be uniformly applied by means of damp (neither dripping wet nor dry)
pads of coarse burlap approximately 6-in square used as a float. Grout shall be well
scrubbed into the pits and air holes to provide a dense mortar in the imperfections to be
patched.
3. Allow the mortar to partially harden for 1 or 2 hours depending upon the weather. If the air
is hot and dry, keep the wall damp during this period using a fine, fog spray. When the grout
has h~dened sufficiently so it can be scraped from the surface with the perpendicular edge
of a steel trowel without damaging the grout in the small pits or holes, cut off all that can be
removed with a trowel. Grout allowed to remain on the wall too long will get too hard and
will be difficult to remove.
4. Allow the surface to dry thoroughly and rub it vigorously with clean dry burlap to completely
remove any dried grout. No visible fIlm of grout should remain after this rubbing. The
entire cleaning operation for any area must be completed the day it is started. Do not leave
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grout on surfaces overnight. Allow sufficient time for grout to dry after it has been cut with
the trowel so it can be wiped off clean with the burlap.
5. On the day following the repair of pits, air holes and blemishes, the walls again shall be
wiped off clean with dry, used pieces of burlap containing old hardened mortar which will
act as a mild abrasive. After this treatment, there shall be no built-up film remaining on the
parent surface. If, however, such is present a fine abrasive stone shall be used to remove all
such material without breaking through the surface film of the original concrete. Such
scrubbing shall be light and sufficient only to remove excess material without working up a
lather of mortar or change the texture of the concrete.
6. A thorough wash-down with stiff bristle brushes shall follow the final bagging or stoning
operation in order that no extraneous materials remain on the surface of the wall. The wall
shall be sprayed with a fme fog spray periodically to maintain a continually damp condition
for at least 3 days after the application of the repair grout.
3.08 FINISlllNG FLOOR AND SLABS
A. Floors and slabs shall be screeded to the established grades and shall be level with a tolerance of
1I8-in when checked with a 12-ft straightedge, except where drains occur, in which case floors
shall be pitched to drains as indicated. Failure to meet either of above shall be cause for
removal, grinding, or other correction as directed by the ENGINEER.
B. Following screeding as specified above, the concrete shall be compacted by hand or approved
power tools.
1. The floor or slab shall be compacted to a smooth surface and the floating operation
continued until sufficient mortar is brought to the surface to fill all voids. The surfaces shall
be tested with a straightedge to detect high and low spots which shall be eliminated.
2. Compaction shall be continued only until thorough densification is attained and a small
amount of mortar is brought to the surface. Excessive floating shall be avoided.
C. After screeding and compacting procedures are accomplished, floors and slabs for particular
conditions shall be finished as specified in the following paragraphs.
D. Wood float areas receiving hardener maintaining surface tolerances to a perfectly smooth, hard,
even finish free from high or low spots or other defects.
E. Concrete for exterior service shall be broomed in the direction of slab drainage maintaining the
surface tolerance to provide a non-slip finish as approved. Edge trowel and score concrete in the
pattern shown.
F. Concrete receiving ceramic and resilient tile shall be steel troweled to a perfectly smooth, hard,
even finish free from high or low spots or other defects. At ceramic tile areas, lightly broom
after troweling.
3.12 BONDING COMPOUND
A. Bonding compound shall be applied to the locations shown. The application of the bonding
compound shall conform to all manufacturer's recommendations.
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3.13 PREMOLDED JOINT FILLER
A. Premolded joint fillers shall be installed at all locations shown.
3.14 MISCELLANEOUS WORK
A. All bolts, anchors, miscellaneous metals or other sleeve steel work required to beset in the
concrete forms for attachment of masonry, structural and mechanical equipment shall be set or
installed under this Division. Be fully responsible for the setting of such materials, in the forms
and shall correct all such not installed in a proper location or manner at his own expense.
B. Electric conduits shall be installed in the concrete as required by the Drawings and as specified
herein. Outlet boxes and fixtures shall be located in reference to the final floor, wall or ceiling
finish and shall be so secured that they will not be displaced by concrete placing.
C. Pipes or conduits for embedment, other than those merely passing through shall not be larger in
outside diameter than 1/3 the thickness of the slab, wall or beam in which they are embedded,
unless indicated on the Drawings, nor shall they be spaced closer than 3 diameters on center, nor
so located as to unduly impair the strength of the construction. The ENGINEER shall approve
the location of all conduits and fixtures.
END OF SECTION
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SECTION 05500
MISCELLANEOUS METAL
PART 1 GENERAL
1.01 SCOPEOFWORK
A. Furnish all labor, materials, equipment and incidentals required and install all miscellaneous
metal complete as sl;1own on the Drawings and as specified herein.
1.02 RELATED WORK
A. Concrete joint accessories are included in Section 03301.
B. Painting is included in Division 9.
C. Pipe Hangars and sleeves are included in Division 15.
D. Equipment anchor bolts are included in the respective Sections of Divisions 11 and 15.
1.03 SUBMITTALS
A. Submit to the ENGINEER, in accordance with Section 01300, shop drawings, and produce data
showing materials of construction and details of installation for:
1. Shop drawings, showing sizes of members, method of assembly, anchorage and connection
to other members.
B. Samples
1. Submit samples as requested by the ENGINEER during the course of construction.
C. Design Data
1. Submit calculations or test data demonstrating that the railings will resist the loads
specified in the Standard Building Code, at the post spacing provided.
2. Submit manufacturer's load and deflection tables for grating.
D. Certificates
1. Submit certification that the railing system is in compliance with OSHA requirements and
Standard Building Code.
2. Certify that welders have been qualified under A WS, within the previous 12 months, to
perform the welds required under this Section.
1.04 REFERENCE STANDARDS
A. Aluminum Association (AA)
1. AA M31 C22A41
a. M31: Mechanical Finish, Fine Satin
b. C22: Finish, Medium Matte
c. A41: Clear Anodic Coating, Class I
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B. American Society for Testing and Materials (ASTM)
1. ASTM A36 - Standard Specification for Carbon Structural Steel.
2. ASTM A48 - Standard Specification for Gray Iron Castings.
3. ASTM A53 - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated,
Welded and Seamless.
4. ASTM A108 - Standard Specification for Steel Bars, Carbon, Cold Finished, Standard
Quality.
5. ASTM A123 - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and
Steel Products.
6. ASTM A153 - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel
Hardware.
7. ASTM A167 - Standard Specification for Stainless and Heat-Resisting Chromium-Nickel
Steel Plate, Sheet, and Strip.
8. ASTM A276 - Standard Specification for Stainless Steel Steel Bars and Shapes.
9. ASTM A307 - Standard Specification for Carbon Steel Bolts and Studs, 60,000 Psi Tensile
Strength.
10. ASTM A325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 1201105 ksi
Minimum Tensile Strength.
11. ASTM A366 - Standard Specification for Steel, Sheet, Carbon, Cold-Rolled, Commercial
Quality.
12. ASTM A500 - Standard Specification for Cold-Formed Welded and Seamless Carbon
Steel Structural Tubing in Rounds and Shapes.
13. ASTM A50I - Standard Specification for Hot-Formed Welded and Seamless Carbon Steel
Structural Tubing.
14. ASTM A536 - Standard Specification for Ductile Iron Castings.
15. ASTM A570 - Standard Specification for Steel, Sheet and Strip, Carbon, Hot-Rolled,
Structural Quality.
16. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate.
17. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars,
Rods, Wire, Profiles and Tubes.
18. ASTM B429 - Standard Specification for Aluminum-Alloy Extruded Structural Pipe and
Tube.
C. American Welding Society (A WS)
1. A WS D 1.1 - Structural Welding Code - Steel.
2. A WS D 1.2 - Structural Welding Code - Aluminum.
D. Federal Specifications
1. FS-FF-B-575C - Bolts, Hexagonal and Square
E. Occupational Safety and Health Administration (OSHA)
F.
Standard Building Code
G. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
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1.05 QUALITY ASSURANCE
A. The work of this Section shall be completely coordinated with the work of other Sections.
Verify at the site both the dimensions and work of other trades adjoining items of work in this
Section before fabrication and installation of items specified herein.
B. Furnish to the pertinent trades all items included under this Section that are to be built into the
work of other Sections.
C. All welding shall be performed by qualified welders and shall conform to the applicable A WS
welding code. Welding of steel shall conform to A WS D1.1 and welding of aluminum shall
conform to A WS Dl.2.
1.06 DELIVERY, STORAGE AND HANDLING
A. Deliver items to be incorporated into the work of other trades in sufficient time to be checked
prior to installation.
B. Repair items which have become damaged or corroded to the satisfaction of the ENGINEER
prior to incorporating them into the work.
1.07 PROJECT/SITE REQUIREMENTS
A. Field Measurements shall be taken at the site, prior to fabrication of items, to verify or
supplement indicated dimensions and to insure proper fitting of all items.
PART 2 PRODUCTS
2.01 GENERAL
A. The use of manufacturer's name and model or catalog number is for the purpose of establishing
the standard of quality and general configuration desired.
B. Like items of materials shall be the end products of one manufacturer in order to provide
standardization for appearance, maintenance and manufacturer's service.
2.02 MATERIALS
A. Unless otherwise noted, materials for miscellaneous metals shall conform to the following
standards:
1. Structural Steel
ASTM A36
2. Structural Steel Tubing
ASTM A5oo, Grade B
3. Weldep. and Seamless Steel Pipe
ASTM ASOl or ASTM A53, Type E
or S, Grade B Schedule 40. Use
standard malleable iron fittings,
galvanized for exterior work
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4. Steel Sheets
5. Gray Iron Castings
6. Ductile Iron Castings
7. Aluminum (Extruded Pipe)
8. Aluminum Extruded Shapes
9. Aluminum Sheet and Plate
ASTM A366
ASTM A48, Class 35
ASTM A536, Grade 65-45-12
ASTM B429, Alloy 6063 T6
ASTM B221, Alloy 6061 T6
ASTM B209, Alloy 6061 T6
10. Stainless Steel Plates, Sheets, and Structural Shapes
a. Exterior, Submerged or Industrial Use
ASTM A167, Type 316 (Type 316L
for welded)
ASTM A167, Type 304
b. Interior and Architectural Use
11. Stainless Steel Bolts, Nuts and Washers
ASTM A276, Type 316
12. Carbon Steel Bolts and Studs
ASTM A307, Grade A (hot dip
galvanized nuts and washers where
noted)
13. High Strength Steel Bolts, Nuts and
Washers
ASTM A325 (mechanically galvanized
per ASTM B695, Class 50, where
noted)
a. Elevated Temperature Exposure
b. General Application
Type I
Type I or Type II
14. Galvanizing
ASTM Al23, Zn w/0.05 percent
minimum Ni
15. Galvanizing, hardware
ASTM A153, Zn w/0.05 percent
minimum Ni
2.03 ANCHORS, BOLTS AND FASTENING DEVICES
A. Anchor bolt material shall be ASTM A307 unless otherwise noted.
. 'j.
B. Unless otherwise noted, bolts for the connection of carbon steel or iron shall be steel machine
bolts; bolts for the connection of galvanized steel or iron shall be galvanized steel or stainless
steel machine bolts; and bolts for the connection of aluminum or stainless steel shall be
stainless 'steel machine bolts.
C. Unless otherwise noted, expansion anchors shall be zinc plated carbon steel wedge type anchors
complete with nuts and washers. Type 316 stainless steel, wedge type anchors shall be used
where they will be submerged or exposed to the weather or where stainless steel wedge type
anchors are required. When the length or embedment of the bolt is not noted on the Drawings,
provide length sufficient to place the wedge and expansion sleeve portion of the bolt at least 1-
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in behind the concrete reinforcing steel. Expansion anchors shall be Hilti, Kwick-bolt II; ITW
Ramset; Redhead trubolt, or equal.
D. Adhesive capsule anchors shall be a two-part stud and capsule chemical resin anchoring system.
Capsules shall contain premeasured amounts of polyester or vinyl ester resin, aggregate and a
hardener contained in a separate vial within the capsule. Stud assemblies shall consist of an all-
thread anchor rod with nut and washer. Adhesive capsule anchors shall be Hilti, HV A
Adhesive Anchor; Molly, Parabond; Rawlplug, Rawl Chern-Stud or equal.
~-,
E. Adhesive anchors, for fastening to hollow concrete block or brick, shall be a three-part stud,
screen and chemical dispenser anchoring system. Adhesive cartridges shall contain
premeasured amo~ts of resin and hardener which are mixed and deposited in a screen tube by
a dispenser. Stud assemblies shall consist of an all-thread anchor rod with nut and washer.
Anchors shall be Hilti, HIT C-20 System or equal.
F. Machine bolts and nuts shall conform to Federal Specification FF-B-575C. Bolts and nuts shall
be hexagon type. Bolts, nuts, screws, washers and related appurtenances shall be Type 316
stainless steel.
G. Toggle bolts shall be Hilti, Toggler Bolt or equal.
2.04 METAL GRATING
A. Grating shall have rectangular, 3/16-in thick minimum thickness, bearing bars spaced 1-3/16-in
on center with cross bars spaced at 4-in on center and shall be heavy duty. All grating panels
shall be banded with a bar the same size as the bearing bars.
1. Grating shall be heavy duty and of the same depth shown on the Drawings, not exceeding
the fabricator's maximum recommended span, and meet or exceed the following load and
deflection criteria for the maximum span length at the opening being covered by the
grating.
a. The grating shall produce a deflection of 1/360 of the span or less under a uniform Jive
load of 100 lbslsq ft on the maximum span.
b. The grating shall produce a deflection of 1/360 of the span or less under a concentrated
live load of 300 lbs applied at the mid point of the maximum span.
2. Openings 2-in or greater in diameterldimension and grating edges shall be banded with a
bar of the same depth and thickness as the bearing bars. Cut bearing bars or cross bars
shall be welded to the banding bar.
3. Provide trench grating with symmetrical cross bar arrangement.
4. Grating clamps, nuts, bolts, washers and other fastening devices for grating and grating
supports shall be Type 316 stainless steel. All grating shaH be anchored to the supporting
system using saddle clips.
B. Aluminum grating material shall be aluminum alloy 6063-T6, heavy duty with a mill finish.
Cross bars shall be attached to the bearing bars with interlocked swaged joints. The grating
shall beType IB by IKG Borden, Houston, TX; Type 19 SG-4 by Ohio Gratings, Inc., Canton,
OH; or equal.
C. Metal frames and supports for grating shall be of the same material as the grating unless
otherwise shown on the Drawings. Where aluminum supports are used, they shall be fabricated
from aluminum alloy 6061- T6.
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.
2.05 RAILINGS
A. Handrail and railing. systems shall comply with the requirements of OSHA and Standard
Building Code.
B. Aluminum railing and handrail shall be a welded or mechanically fastened, seamless, extruded
aluminum pipe system. Rails shall be 6063-T6 alloy. Posts shall be 606I-T6 alloy. Splice and
reinforcing sleeves, brackets, end caps, toeboards, etc, shall be aluminum alloy 6063-T6 or
6061-T6.Cast fittings shall be aluminum alloy No. 214. Railing system fastening hardware
shall be Type 316 stainless steel. After welding, aluminum shall be anodized. All railing,
posts, toeboards and exposed aluminum shall be anodized with an architectural Class I satin
finish providing a IIlinimum coating thickness of 0.7 mils and a minimum coating weight of 32
milligrams per square inch in compliance with AA M12C22A41. At the intake structure,
provide welded aluminum handrail with Kynar finish. Color to be selected by ENGINEER.
C. .Railings shall be 2 rail welded railing systems, as shown on the Drawings, fabricated with 1-
112-in nominal diameter pipe. Posts shall be Schedule 80 pipe, minimum and rails and handrail
shall be Schedule 40 pipe, minimum. Posts and top rails shall be continuous. Spacing of posts
shall not exceed 5-ft on center and shall be uniformly spaced except as otherwise shown on the
Drawings. All railing posts shall be vertical.
. ,
D. Welds shall be circumferential welds ground smooth and even to produce a railing that is neat
in appearance and structurally sound. Welding methods shall be in conformity with A WS
standards for the materials being joined. All rails to post connections shall be coped and
fastened by continuQus welds. There shall be no burrs, sharp edges or protrusions on any weld
on any part of the handrail system. After fabrication, the welds and surrounding area shall be
cleaned and hand buffed to blend with the adjacent fmish. All mechanical fasteners shall be
unobtrusively located in countersunk holes with the top flush with the surface of the rail. Bends
in the railing shall be as indicated by the Drawings. No di::;tortion of the circular railing shape
will be allowed. Bends and terminal sections shall be made without the use of fittings. Comer
bends shall be mitered and welded bends.
E. Railing shall be assembled in sections as long as practical but shall not be greater than 24-ft in
length. A field splice shall be used when an assembled section is to be attached to another
section. Field splices shall be used in all railing panels that cross over structure expansion
joints.
1. Field splices shall use internal splice sleeves located within 8-in of railing posts. The
sleeve shall be welded to the rail on one side and fastened with a set screw to the rail on
other side. The field splice shall be detailed to take the differential expansion between the
railing system and the supporting structure.
2. When the field splice occurs in a railing panel crossing a structure expansion joint, the
sleeve shall be welded to the rail on one side and be free to slide in the rail on other side.
The field splice shall be detailed to take the same movement as the structure expansion
joint.
F. The bases or supports for railing posts and handrail shall be the types indicated on the
Drawings.
1. Where non-removable railing is set in concrete, the posts shall be placed in 2-112-in
diameter formed concrete openings and frrmly caulked with a nonsulphur compound,
hydraulic cement equal to Por-Rok by Minwax Construction Products Division Sterling
Drug, Montvale, NJ. Collars shall be placed around the post bases and fastened in place
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.,...'\
with set screws on the side of the post away from the walkway. Posts shall be placed with
the centerline 4-in from the edge of the concrete except that posts shall be set at the
centerline of concrete curbs.
2. Stainless steel and aluminum railing posts, which may collect condensation, shall have a
3/16.jn drain hole drilled immediately above the concrete encased area, the base flange, or
supporting socket on the side away from the walking area. The bottom of the rail post
between the drain hole and the bottom of the post shall be filled with an inert material such
as a compressed closed cell neoprene rod.
3. Where handrail is to be fastened to walls, the rails shall be provided with screwed wall
flanges fastened to the walls with three 3/8-in stainless steel flat head machine screws.
G. Safety gates, for rai~ing openings, shall be fabricated of matching pipe and rail material and
configuration. The gates shall be self-closing gates with approved stop, latch and stainless steel
closure spring and hinges.
H. Barrier chains, for railing openings, shall be fabricated of stainless steel chains. Chain shall be
1/4-in stainless steel links, with eleven links per foot as manufactured by Eastern Chain Works,
Inc., NY; Lawrence Metal Products, Inc. or equal. Chains shall be fastened to the handrail
posts at the elevation of each rail. One end of each chain shall be connected to one post with a
lI4-in diameter stainless steel eye bolt and the other end shall be connected to the other post by
means of a heavy chromium plated bronze swivel eye slide harness snap and a similar eye bolt.
I. Toeboards shall be provided on all railing adjacent to a drop in elevation of 4-ft or more.
Toeboards are not required on the inclined portion of stairway railings or where concrete or
steel curbs, 4-in or more in height, are present. Toeboards shall be 4-in high channels of the
same material as the railing. The channels shall have a minimum thickness of lI8-in and have
flanges of not less than 314-in nor more than l-lI2-in in width. Toeboards shall be positioned
with a maximum clearance of 114-in from the floor and fastened to railing posts with 1I4-in
stainless steel U-bolts, with I-bolts at comer posts and with clip angles and two 1/4-in stainless
steel expansion bolts at walls.
K. All railings shall be properly protected by paper, or by an approved coating or by both against
scratching, splashes or mortar, paint, or other defacements during transportation and erection
and until adjacent work by other trades has been completed. After protective materials are
removed, the surfaces shall be made clean and free from stains, marks, or defects of any kind.
2.06 LADDERS
A. Ladders, ladder accessories and ladder clearances shall conform to the requirements of OSHA.
-'
B. Aluminum ladders shall be fabricated with 2-112-in by 1/2-in aluminum bar side rails spaced a
minimum 18-in apart. Rungs shall be 3/4-in diameter aluminum bars knurled aluminum bars.
Wall support brackets shall be Type 316 stainless steel spaced 4-ft on center with Type 316
stainless steel fasteners. Where possible, the side rails shall be fastened to the floor with 112-in
diamete~ Type 316 stainless steel expansion bolts.
C. Ladder cages shall be constructed as shown on the plans of aluminum alloy 6061-T6 for plates
and bars and alloy 6063- T5 for extrusion.
D. Fall prevention devices shall be installed on all ladders, 20 or more feet iI;l height and without
safety cages, and at locations indicated by. the Drawings. The system shall be a rigid-rail and
locking sleeve fall prevention device complete with all mounting hardware and accessories
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furnished in the same metal as the rail unless otherwise noted. Rail material shall be aluminum
alloy 6061-T6 with bronze sleeves. Provide basic system accessories including: two bronze
locking climbing sleeves (Saf-T-Lok Sleeve) two climbing belts (Safl-T-Belt), two harnesses
(Saf-T -Climb Harness), removable extension kit. Where ladder begins below the access
platform of a structure (eg: meter vaults, hatchways, etc,) provide a permanently installed
mandril at each ladder to allow use of the removable extension previously specified. The
systems shall be "Saf-T -Climb" by North Consumer Products (a Division of Siebe North, Inc)
or equal.
E. Ladder safety post extensions shall be provided on all fixed ladders occurring below hatches
and at locations indicated by the Drawings. The telescoping tubular safety post extension shall
be secured to the laqder rungs with stainless steel fasteners and brackets. The ladder post
extension shall be Bilco's ladder UP Safety Post, Model 2 or equal.
, ,
F. Manhole rungs for cast-in-place concrete work shall be 12-314-in wide with a drop front design
and a serrated step surface and comply with the requirements of OSHA. Aluminum rungs shall
be of alloy 6061- T6. Steel rungs shall be ASTM A36, galvanized.
2.07 MISCELLANEOUS ALUMINUM
A. All miscellaneous metal work shall be formed true to detail, with clean, straight, sharply
defined profiles and smooth surfaces of uniform color and texture and free from defects
impairing strength or durability. Holes shall be drilled or punched. Edges shall be smooth and
without burrs. Fabricate supplementary pieces necessary to complete each item though such
pieces are not definitely shown or specified.
B. Connections and accessories shall be of sufficient strength to safely withstand the stresses and
strains to which they will be subjected. Exposed joints shall be close fitting and jointed where
least conspicuous. Threaded connections shall have the threads concealed where practical.
Welded connections shall have continuous welds or intermittent welds as specified or shown.
The face of welds shall be dressed flush and smooth. Welding shall be on the unexposed side
as much as possible in order to prevent pitting or discoloration of the aluminum exposed
surface. Provide holes for temporary field connections and for attachment of the work of other
trades.
C. Miscellaneous aluminum items shall include: beams, angles, closure angles, grates, hatches,
floor plates, stop plates, stair nosings, and any other miscellaneous aluminum called for on the
Drawings and not otherwise specified.
D. Angle frames for hatches, beams, grates, etc, shall be complete with welded strap anchors
attached.
'f E.
F.
G.
Aluminum diamond plate and floor plate shall have a minimum thickness of 112-in. Frames and
supports shall be of aluminum construction. Fastening devices and hardware shall be Type 316
stainless steel. Plates shall have a mill finish.
Stair treads for aluminum stairs shall have abrasive non-slip nosing as approved.
Aluminum nosing at concrete stairs shall be Wooster Products, Inc.; Alumogrit Treads, Type
116; similar by Barry Pattern and Foundry Co.; Andco or equal. Furnish with wing type
anchors and flat head stainless steel machine screws, 12-in on center. Nosing shall also be used
at concrete ladder openings. Nosing shall a single piece for each step extending to within 3-in
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at each side of stair or full ladder width. Set nosing flush with stair tread finish at concrete
stairs. Furnish treads with heavy duty protective tape cover.
2.08 MISCELLANEOUS STEEL
A. All miscellaneous metal work shall be formed true to detail, with clean, straight, sharply
defined profiles and smooth surfaces of uniform color and texture and free from defects
impairing strength or durability. Holes shall be drilled or punched. Edges shall be smooth and
without burrs. Fabricate supplementary pieces necessary to complete each item though such
pieces are not definitely shown or specified.
B. Connections and ac~essories shall be of sufficient strength to safely withstand the stresses and
strains to which they will be subjected. Exposed joints shall be close fitting and jointed where
least conspicuous. Threaded connections shall have the threads concealed where practical.
Welded connections shall have continuous welds or intermittent welds as specified or shown.
The face of welds shall be dressed flush and smooth. Provide holes for temporary field.
connections and for attachment of the work of other trades.
C. Miscellaneous steel items shall include: beams, angles, lintels, metal stairs, support brackets,
base plates for other than structural steel or equipment, closure angles, bridge crane rails,
monorail hoist beams, holddown straps and lugs, door frames, splice plates, subframing at roof
openings and any other miscellaneous steel called for on the Drawings and not otherwise
specified.
D. Fasten rails with rail clamp plates, fillers, and pairs of anchor bolts every 2-ft. Rails supported
on concrete shall have steel base plates below the filler and a continuous strip of neoprene
under the rail between base plates.
E. Structural steel angle and channel door frames shall be galvanized and shop coated with primer.
Frames shall be fabricated with not less than three anchors on each jamb.
F. Steel pipe pieces for sleeves, lifting attachments and other functions shall be Schedule 40 pipe
unless otherwise shown on the Drawings. Wall and floor sleeves, of steel pipe, shall have
welded circumferential steel waterstops at mid-length.
G. Lintels, relief angles or other steel supporting masonry or embedded in masonry shall be
galvanized.
H. AIl steel finish work shall be thoroughly cleaned, by effective means, of all loose mill scale,
rust and foreign matter and shall be given one shop coat of primer compatible with the finish
coat after fabrication but before shipment. Paint shall be omitted within 3-in of proposed field
welds. Paint shall be applied to dry surfaces and shall be thoroughly and evenly spread and
well worked into joints and other open spaces.
I. Galvanizing, where required, shall be the hot-dip zinc process after fabrication. Coating shall
be not less than 2 ozlsq ft of surface.
2.09 MISCELLANEOUS STAINLESS STEEL
A. All miscellaneous metal work shall be formed true to detail, with clean, straight, sharply
defined profiles and smooth surfaces of uniform color and texture and free from defects
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impairing strength or durability. Holes shall be drilled or punched. Edges shall be smooth and
without burrs. Fabricate supplementary pieces necessary to complete each item though such
pieces are not definitely shown or specified.
B. Connections and accessories shall be of sufficient strength to safely withstand the stresses and
strains to which they will be subjected. Exposedjoinls shall be close fitting and jointed where
least conspicuous. Threaded connections shall have the threads concealed where practical.
Welded connections shall have continuous welds or intermittent welds as specified or shown.
The face of welds shall be dressed flush and smooth. Provide holes for temporary field
connections and for attachment of the work of other trades.
C. Miscellaneous stainless steel items shall include: beams, angles, barracks and any other
miscellaneous stainless steel called for on the Drawings and not otherwise specified.
2.10 CASTINGS
A. Casting shall be of good quality, strong, tough, even-grained, smooth, free from scale, lumps,
blisters, sand holes and defects of any kind which render them unfit for the service for which
they are intended. Castings shall be thoroughly cleaned and will be subjected to a hammer
inspection in the field by the ENGINEER. All matching surfaces shall be machined to a true
plane surface to allow contact surfaces to seat at all points without rocking. Allowances shall
be made in the patterns so that the thickness specified shall not be reduced in obtaining finished
surfaces. Castings will not be acceptable if the actual weight is less than 95 percent of the
theoretical weight computed from dimensions. The CONTRACTOR shall provide facilities for
weighing castings in the presence of the ENGINEER.
B. Frames, covers, cast grates and trench drains [for structures] shall be gray iron castings except
as otherwise specified or indicated on the Drawings. Sizes shall be as shown on the Drawings.
Covers shall have letters "WATER," "SANITARY SEWER," or DRAIN," as applicable,
embossed on top.
C. Frames and covers for installation in slabs shall be heavy duty, R-6013-R-6099 Series as
manufactured by Neenah Foundry Co., or equal.
D. Electrical and telephone manhole and handhole frames and covers for structures shall be ductile
iron castings. The covers shall be watertight. Covers shall have the word "ELECTRIC,"
"illGH VOLTAGE," "LOW VOLTAGE," "SIGNAL," "TELEPHONE," as applicable,
embossed on or cast into the top in letters 2-in high. The clear opening shall be 36-in unless
otherwise indicated on the Drawings.
E. Trench drains shall be of the length shown on the Drawings and shall be heavy duty, R-4990
Series with a "Type A" cover as manufactured by Neenah Foundry Co. or equal.
PART 3 EXECUTION
3.01 INSTALLATION
A. Install all items except those to be embedded in concrete or other masonry which shall be
installed under Division 3 and Division 4 respectively. Items to be attached to concrete or
masonry after such work is completed shall be installed in accordance with the details shown.
Fastening to wood plugs in masonry will not be permitted.
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.
B. Abrasions in the shop primer shall be touched up immediately after erection. Areas left
unprimed for welding shall be painted with primer after welding.
C. Zinc coating which has been burned by welding, abraded, or otherwise damaged shall be
cleaned and repaired after installation. The damage area shall be thoroughly cleaned by wire
brushing and all traces of welding flux and loose or cracked zinc coating removed prior to
painting. The cleaned area shall be painted with two coats of zinc oxide-zinc dust paint
conforming to the requirements of Military Specifications MIL-P-15145. The paint shall be
properly compounded with a suitable vehicle in the ratio of one part zinc oxide to four parts
zinc dust by weight.
D. Specialty products shall be installed in accordance with the manufacturer's recommendations.
E. Expansion bolts shall be checked for tightness a minimum of 24 hours after initial installation.
F. Install adhesive capsule anchors using manufacture's recommended drive units and adapters and
in compliance with the manufacturer's recommendations.
G. All railings shall be erected to line and plumb.
H. All steel surfaces that come into contact with exposed concrete or masonry shall receive a
protective coating of an approved heavy bitumastic troweling mastic applied in accordance with
the manufacturer's instructions prior to installation.
I. Where aluminum contacts a dissimilar metal, apply a heavy brush coat of zinc-chromate primer
followed by two coats of aluminum metal and masonry paint to the dissimilar metal.
J. Where aluminum contacts masonry or concrete, apply a heavy coat of approved alkali resistant
paint to the masonry or concrete.
K. Between aluminum grating, aluminum stair treads, or aluminum handrail brackets and steel
supports, insert 1/4-in thick neoprene isolator pads, 85 plus or minus 5 Shore A durometer,
sized for full width and length of bracket or support.
END OF SECTION
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SECTION 05910
GALVANIZING
PART I-GENERAL
1.01 DESCRIPTION
A. Work Included: Hot dip galvanizing of structural steel members, assemblies, and metal
fabrications.
B. Defmitions
1. Hot Dip Galvanizlng: The dipping of steel members and assemblies into molten zinc for lasting
(or long-term) corrosion protection. The resultant zinc coating fuses permanently with the base
steel material.
2. Electrogalvanizing: Electrodepositing or electro-plating with zinc by electrolysis for limited
corrosion protection.
3. Passivating: The chemical treatment of freshly galvanized steel materials to prevent humid
storage stain (white rust or white corrosion). This treatment (passivation) consists of quenching
freshly galvanized steel in water to which a chromate or a chormic-acid solutions, or other
proprietary solution, has been added.
1.02 QUALITY ASSURANCE
A Reference Standards
1. American Hot Dip Galvanizers Association, Inc. (AHDGA): Publication, "Inspection Manual
for Hot Dip Galvanized Products."
2. American Society for Testing and Materials (ASTM):,
a. A 120 - Pipe, Steel, Black and Hot-Dipped Zinc-Coated (Galvanized) Welded and
Seamless, for Ordinary Use.
b. A 123 -Zinc (Hot-Galvanized) Coatings on Products Fabricated from Rolled, Pressed, and
Forged Steel Shapes, Plates, Bars, and Strip.
c. A 143- Safeguarding Against Embrittlement of Hot Dip Galvanized Structural Steel
Products and Procedure for Detecting Embrittlement.
d. A 153 - Zinc Coating (Hot Dip) on Iron and Steel Hardware.
e. A 325 -High Strength Bolts for Structural Steel Joints including suitable nuts and plain
hardened washers.
f. A 384- Safeguarding Against Warpage and Distortion During Hot Dip Galvanizing of Steel
Assemblies
g. A 385 - Providing High Quality Zinc Coatings (Hot Dip)
h. A 386 - Zinc Coating (Hot Dip) on Assembled Steel Products
I. A 563 - Carbon Steel Nuts.
j. A 780 - Repair of Damaged Hot Dip Galvanized Coatings.
k. B 6 - Zinc (Slab Zinc).
l. D 2092- Preparation of Zinc-Coated Steel Surfaces for Painting.
B. Certification: Furnish Certificates of Compliance with AS1M Specifications, and Standards
specified herein. Each certificate to be signed by CONTRACTOR and Galvanizer certifying that
steel materials, bolts, nuts, washers, and items of iron and steel hardware conform with specified
requirements.
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C. Inspections and Tests: Inspections, tests, and samples to conform with ASTM Specifications and
Standards. Inspections rights and privileges, procedures, and acceptance or rejection of galvanzied
steel materials to conform with ASTM A 123; A 153, or A 386, as applicable. Inspections and tests
include following:
1. Visual examination of samples and fmished products.
2. Tests to determine weight or mass of zinc coating per square foot of metal surface.
3. Tests to determine distribution and uniformity of zinc coating.
1.03 SUBMrITALS
A. Furnish Certificates of Compliance with certified original and two copies forwarded to the
ENGINEER.
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Packaging: Of type to prevent damage to galvanized surfaces and distortion of steel materials and
components.
B. Handling and Storage: Handle and protect galvanized materials from damage to zinc coating. To
avoid humid storage stain, space surfaces of galvanized materials to permit free circulation of air.
C. Damaged Material: Repair material showing evidence of damage to zinc coating. If not repairable,
material with damaged coating will be subject to rejection.
PART 2 - PRODUCTS
2.01 STEEL MATERIALS
A. Material for galvanizing to be geometrically suitable for galvanizing as specified in ASTM A 384
and A 385. Steel materials suitable for galvanizing include structural shapes, pipe, sheet,
fabrications, and assemblies.
B. Material to be chemically suitable for galvanizing.
2.02 IRON AND STEEL HARDWARE
A. Bolts, nuts, washers, and items of iron and steel hardware furnished or galvanized to be suitable for
hot dip galvanizing.
B. Inspect iron and steel hardware before galvanizing and ascertain whether suitable for galvanizing.
Replace items which are not suitable for galvanizing.
,~.03 ZINC FOR GAL V ANlZING
A. Conform with ASTM B 6, as specified in ASTM A 123.
2.04 GALVANIZING
A. Steel members, fabrications, and assemblies to be galvanized after fabrication, by hot dip process in
accordance with ASTM A 123 or A 386, as applicable. Weight of zinc coating to conform to
requirements specified under "Weight of Coating" in ASTM A 123 or ASTM A 386, as applicable.
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B. Safeguard against steel embrittlement in conformance with ASTM A 143.
C. Safeguard against warpage or distortion of steelptembers to conform with ASTM A 384. Notify
ENGINEER of potential warpage problems which may require modification in design, before
proceeding with steel fabrications.
D. Finish and uniformity of zinc coating and adherence of coating to conform with ASTM A 123, A
153, or A 386, as applicable.
.......;. ~
E. Bolts, nuts, and washers, and iron and steel hardware components to be galvanized in accordanced
with ASTM A 153. Weight of zinc coating to conform to requirements specified under "Weight of
Coating" in ASTM A 153. Nuts to be tapeed after galvanizing to minimum diametral amounts
specified in ASTM A563. Coat nuts with waterprooflubricant, clean and dry to touch. High
strength bolts for structural steel joints to be galvanized in accordance with ASTM A 325.
2.05 P ASSIV A TING
A. Galvanized materials subject to extended periods of storage in open, exterior locations to be given
passivating treatment or light oiling to prevent humid storage stain. Treatment, solution, and
process subject to review and acceptance by ENGINEER. Chromate passivation should not be used
on items galvanized after fabrication and are to be painted after erection.
2.06 PRESERVATIVE OILS
A. Do not treat freshly galvanized or passivated surfaces with oils, grease, or chemicals which might
interfere with adhesion of subsequent paint primers and coatings.
2.07 PAINTING
A. Prepare galvanized metal surface to be field painted in accordance with ASTM D 2092.
B. Shop coat galvanized metal surfaces with approved galvanized primer.
PART 3 - EXECUTION
3.01 INSTALLATION OF STEEL MATERIALS
A. Steel materials, fabrications, and assemblies are specified to be installed in various other sections
under Division 5.
3.02 FIELD INSPECflON
A. Inspect installed galvanized materials, fabrications, and assemblies to conform with applicable
requirements of ADHGA "Inspection Manual for Hot Dip Galvanized Products," consisting of
visual inspection.
3.03 TOUCH UP AND REPAIR
A. Repair damaged galvanized surfaces in accordance with ASTM A 780.
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B. Dry film thickness of applied repair materials to be not less than galvanized coating thickness
required by ASTM A 120, A 123, A 153, or A 386, as applicable.
C. Touch up prime-painted surface with same galvanized primer applied in shop. Clean damaged
surfaces first to assure proper paint adhesion.
END OF SECTION
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SECTION 06100
CARPENTRY WORK
PART I GENERAL
1.01 SCOPE OF WORK
A. Set in place, all fiberglass reinforced plastic doors and frames, which are to be built into walls.
Install fiberglass reinforced plastic doors and frames, which are to be installed in concrete or
other concrete masonry units. Install door fmish hardware furnished under another Section.
1.02 RELATED WORK
A. Fiberglass Reinforced Plastic (FRP) doors and frames are furnished under Division 8.
B. Finish hardware is furnished under Division 8.
1.03 REFERENCE STANDARDS
A. American Wood Preservers Association (AWPA)
1. A WP A P-5 - Standards for Water Borne Preservatives
B. Architectural Woodwork Institute (A WI)
C. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.04 QUALITY ASSURANCE
A. The products, materials and assemblies, including anchorage, proposed for the work of this
Section shall comply with project specific calculated design pressures and the Florida
Building Code (Code), including wind-borne debris region requirements, and shall be
designed by the Manufacturer and installed by the Contractor to meet these requirements.
Refer to project design pressures in the components and cladding table on the structural
drawings. Where a conflict occurs between the requirements of this Specification and the
Code, the more stringent requirement shall apply.
PART 2 PRODUCTS
2.01 MATERIALS - ROUGH CARPENTRY
A. All lumber shall be of sound stock, delivered dry and shall be fully protected at all times from
injury and dampness. Split, broken, or otherwise damaged pieces will not be allowed in the
work.
B. Wood for blocking and nailers shall be seasoned, 19 percent maximum moisture content,
Construction Grade quality and of Douglas Fir; Southern Pine or Ponderosa Pine species.
1. All wood members shall be vacuum-pressure treated with 100 percent oxide pure alkaline
copper quat (ACQ) meeting A WPA Standard P-5. Minimum net retention of solid
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preservative shall be 0.40 Ib per cu ft.
2. All treatment shall be performed in accordance with the requirements of the Standard
Specifications of the American Wood Preservers Association for treating wood. Apply a
heavy coat of the same preservative used in treating to all surfaces cut after treatment.
3. Products containing arsenic in any form shall not be permitted.
C. Nails, spikes, bolts, nuts and washers where sizes are not indicated or specified, shall be of
suitable size and number as approved to securely fasten and hold members in place. Hot dip
galvanize after fabrication except where stainless steel is shown.
PART 3 EXECUTION
3.01 INSTALLATION
A. All rough carpentry shall be accurately cut, fitted and installed as detailed.
B. Temporary wood doors and cloth or transparent plastic covered frames shall be provided for
exterior wall openings during winter construction.
C. Installation of Doors and Finish Hardware:
1. Doors and finish hardware will be furnished under Division 8 and shall be installed under
the work of this Section, except where specifically designated otherwise herein.
2. As soon as the hardware is delivered to the job site, receive, verify and check each set
and report to the Engineer any defect or shortage. Give notice to the hardware supplier
for all such items, which may be defective or missing. Provide a receipt to the hardware
supplier for all such items as are found to be correct.
3. Finish hardware, after checking, shall be the responsibility of the Contractor until it is
installed and the project is accepted in its entirety by the Owner.
4. Install FRP doors to comply with manufacturer's instructions and with referenced wood
door standards for wood doors, all as shown.
5. Fit non-fire-rated doors accurately in their respective frames, with the following
clearances:
a. Jambs and Head - 3/32 inch.
b. Meeting Edges, Pairs of Doors - 1/8 inch.
c. Bottom (where no undercut) - 3/8 inch, where no threshold.
, ._~
.
d. Bottom (where no undercut) - 1/8 inch, at threshold.
e. Provide undercuts as scheduled.
6. Fit fire-rated doors with clearances as required by NFP A Standard No. 80.
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7. Hardware shall be attached and placed by skilled mechanics in accordance with approved
hardware templates provided with the hardware, and shall be accurately fitted and
adjusted. Lever handles shall be kept covered with heavy cloth and other hardware shall
protected from damage until fmal acceptance of the entire project by the Owner.
8. Set each edge and joint of threshold in a seal strip of polyurethane sealant. Grout
remainder of threshold in mortar.
9. Adjust and check each operating item of hardware and each door, to ensure proper
operation or function of every unit. Lubricate moving parts with type lubrication
recommended by manufacturer (graphite-type if no other recommended). Replace units,
which cannot be adjusted and lubricated to operate freely and smoothly as intended for
the application made.
10. Wherever hardware installation is made more than one month prior to acceptance or
occupancy of a space or area, return to the work during the week prior to acceptance or
occupancy and make a fmal check and adjustment of all hardware items in such space or
area. Clean and relubricate operating items as necessary to restore proper function and
finish of hardware and doors. Adjust door control devices to compensate for final
operation of heating and ventilating equipment.
II. All doors shall be in complete and proper operating condition. Remove and replace
defective work, including doors or frames that are warped, bowed, or otherwise
unacceptable.
12. Immediately after erection, sand smooth all rusted or damaged areas of prime coat on
steel and apply touch-up of compatible air-drying primer.
END OF SECTION
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SECTION 07900
JOINT SEALERS
PART I GENERAL
1.01 SCOPE OF WORK
A. Furnish all materials, labor, equipment, and incidentals required to perform all caulking,
sealants, joint fillers, and related work necessary for the proper completion of the project as
required by the Drawings and as specified herein.
1.02 APPLICATION SCHEDULE
A. Caulk all exterior wall joints, between adjacent materials, joints between frames or louvers
and adjacent materials, copings, masonry control joints, and all other joints shown on the
Drawings or required for the completion of the work. Joints noted as "caulk," "caulking," or
"sealant" shall be caulked as specified herein.
B. Caulk all interior joints between frames and masonry, at tops of masonry walls, between
masonry and structural concrete, floor joints in tile, joints in rooms to be airtight, and all other
joints shown on the Drawings or required for the completion of the work.
C. Compressible Filler
1.03 RELATED WORK
A. Doors are included in Division 8.
B. Louvers are included in Division 10.
1.04 SUBMITTALS
A. Submit to the Engineer for review in accordance with the provisions of Section 01300, shop
drawings, working drawings, and product data including detailed product information and
colors on materials proposed and material installation methods.
B. Submit for review two sets of special-colored sealant samples in representative quantities.
Resubmit until approved.
C. Submit for review two sets of representative samples of any or all other proposed materials
required for the work of this Section as requested by the Engineer.
1.05 REFERENCE SPECIFICATIONS
A. American Society for Testing and Materials (ASTM):
1. ASTM C920 - Specification for Elastomeric Joint Sealants
2. ASTM D395 - Test Methods for Rubber Property - Compression Set
3. ASTM D412 - Test Methods for Rubber Properties in Tension
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4. ASTM D573 - Test Method for Rubber-Deterioration in an Air Oven
5. ASTM D695 - Test Method for Compressive Properties of Rigid Plastics
6. ASTM D790 - Test Methods for Flexural Properties of Unrein forced and Reinforced
Plastics and Electrical Insulating Materials
7. ASTM DlO02 - Test Method for Strength Properties of Adhesives in Shear Tension
Loading (Metal to Metal)
8. ASTM DII49 - Test Method for Rubber Deterioration - Surface Ozone Cracking in a
Chamber (Flat Specimens)
9. ASTM Dl708 - Test Method for Tensile Properties of Plastics by Use of Microtensile
Specimens
10. ASTM D2228 - Test Method for Rubber Property - Abrasion Resistance (pico Abrader)
11. ASTM D2240 - Test Method for Rubber Property - Durometer Hardness
B. Federal Specifications
1. FS-HH-F-34I - Fillers, Expansion Joint; Bituminous (Asphalt and Tar) and .
Nonbituminous (Preformed For Concrete)
C. Sealants and Waterproofers Institute (SWI)
PART 2 PRODUCTS
2.01 MATERIALS
A. Caulking
1. Standards
a. SWI
b. ASTM C920
2. All colors for caulking above grade in the superstructure of the building shall be selected
by the Engineer.
3. Exterior and interior sealant for joints on the horizontal plane shall be a two-part, pour
grade polyurethane base, ASTM C920-87 Type M, Grade P, Class 25, THC-900 by
Tremco; Sonolastic SL2 by Sonneborn; or equal. Primer shall be as recommended by the
Manufacturer.
4. Exterior and interior sealant for joints on all other surfaces shall be a one-part, gun grade,
polyurethane ASTM C920-87 Type S, Grade NS Class 25, Dymonic by Tremco;
Sonolastic NPI by Sonneborn; or equal. Primer shall be as recommended by the
Manufacturer.
5. Joint backing for joints in superstructure shall be approved closed cell polyethylene rods
of diameters to suit joint conditions. Where joint depth will not allow for a rod and still
provide D-in. minimum depth of sealant, provide approved bond breaker tape at the
bottom of the joint.
B. Compressible filler shall be foamed polyurethane strip saturated with polybutylene
waterproofing materiaL When compressed to 50 percent of its original volume, filler shall
hold a head of6 ft. of water, and a head of 10 ft. of water when compressed 60 percent. Filler
shall maintain its resiliency to allow for installation in temperatures as slow as 40 F. Filler
shall remain waterproof at 50 percent compression between temperatures of -40 F and 200 F.
Elongation shall be at least 325 percent with a tensile strength of not less than 53 psi.
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1. The polybutylene compound shall not migrate in the polyurethane strip. Compressible
filler shall be Polytite by Sandell Manufacturing Company; Combriband by Secoa
Corporation, Division of Phoenix Building Products, Incorporated; or equal.
PART 3 EXECUTION
3.01 INSTALLATION
A. Installation of Caulking
1. All joints to receive sealant shall be cleaned, primed, backfilled, and caulked in complete
accordance with the Manufacturer's instructions.
2. Sealant shall be applied generally to a square section configuration. Minimum depth of
joint shall be V4-in. and maximum Yz-in. For joints greater than Yz-in. wide, provide
sealant in a 2 to 1 width-to-depth ratio.
3. The surfaces of all materials adjoining caulked joints shall be cleaned free of all smears
of sealant or other soiling due to caulking operations.
B. Installation of Compressible Filler
1. Install compressible filler according to the Manufacturer's written instructions for the
situation where it is used.
END OF SECTION
'-"
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SECTION 08130
FffiERGLASS REINFORCED PLASTIC DOORS AND FRAMES
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Furnish all labor, materials, equipment, and incidentals required and deliver fiberglass
reinforced plastic (FRP) doors, frames and glazed transoms, and gel coated steel door, with
appurtenances as shown, as scheduled, and as herein specified.
B. Installation is included in Section 06100 but as specified and shown on shop drawings as
submitted herein.
1.02 RELATED WORK
A. Rough carpentry is included in Section 06100.
B. Door hardware is included in Section 08710.
1.03
SUBMITTALS
A. Submit to the Engineer for review, in accordance with Section 01300, complete shop
drawings, working drawings, and product data for all materials furnished under this Section.
Evidence of compliance with the requirements of Paragraph 1.05 Regulatory Requirements,
shall be included with the initial submittal for the products specified.
1. Shop drawings shall show elevations and details of each frame type, schedule of doors
and frames, door elevations and details, conditions at openings with various wall
thicknesses and materials, locations and installation requirements for hardware, thickness
of materials, joints and connections, and trim.
B. Hardware templates shall be furnished to the door manufacturer by the Contractor for correct
hardware alignment and reinforcing.
C. Submit two each of the following samples of fire rated and non-rated doors and frames for
review. Samples shall be full size and shall show gauges, configuration, construction and
finish proposed for the various components. Resubmit new samples of each as required until
approval is obtained.
I. Comer construction of doors, 6-in by 6-in.
2. Door frame corner, 6-in legs showing construction and finish.
'.~
3. Louver corner and glazing trim.
D. Provide copy of current, valid statewide or local product approval for product, material or
system specified in this section and on the drawings, in accordance with Rule 9B-72. Product
approval shall be for the specific manufacturer, product type, model or style, and the State or
Local Approval Number indicated on the "Approved Products Listing Table" on the drawings.
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If an "equal" product (not listed on the Approved Product Table) is submitted by the
successful Contractor, the Contractor shall be responsible to file the appropriate Product
Approval information with the local authority having jurisdiction.
1.04 QUALITY ASSURANCE
A. Provide FRP components manufactured by a single firm specializing in this type of work,
unless otherwise acceptable to the Engineer.
-'
1.05 REGULATORY REQUIREMENTS
A. The products, materials and assemblies, including anchorage, proposed for the work of this
Section shall comply with project specific calculated design pressures and the Florida
Building Code (Code), including wind-borne debris region requirements, and shall be
designed by the Manufacturer and installed by the Contractor to meet these requirements.
Refer to project design pressures in the components and cladding table on the structural
drawings. Where a conflict occurs between the requirements of this Specification and the
Code, the more stringent requirement shall apply.
B. The "Approved Products Listing Table" on the drawings contains a list of the approved
products, materials or systems specified for use in this section. For substitutions, it shall be the
sole responsibility of the Contractor to provide evidence of code compliance for any product,
material or system not listed on the Approved Products List, and the responsibility of the
Contractor to obtain the required Local Product Approval for the product, material or system
by demonstrating the products compliance with the Florida Building Code, using one of the
methods outlined in Chapter 9B- 72 of the Department of Community Affairs, Florida
Building Commission.
1.06 DELIVERY, STORAGE AND HANDLING
A. All doors and frames shall be shipped with trim and all necessary items which may be
required for fmal installation.
B. All materials shall be delivered to the site in sealed, undamaged containers fully identified
with Manufacturer's name, brand, style, pattern, and color. Upon delivery to job site, materials
shall be stored in original cartons, on end in such a way to prevent falling or damage to face,
comers, or edges.
PART 2 PRODUCTS
2.01 GENERAL
A. All exterior doors and components shall be designed by the Manufacturer and installed by the
Contractor to withstand wind pressures, both positive and negative and salient corner
conditions as calculated in accordance with the Building Code to withstand the wind load
required by the Building Code.
< ui.
B. At no additional cost to the Owner, provide additional, non-standard door bracing,
reinforcements or heavier gauge materials required in order to conform to wind load and the
requirements herein.
2.02 MANUFACTURER
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A. FRP components shall be by ChemPruf or equal.
I. Exterior flush doors shall be model no. HPSD-l.
2. Exterior flush door with vision panel shall be model no. USD-I
2.03 NON-RATED OPENINGS
A. Door
1. Face Sheets - Seamless fiberglass reinforced polyester plastic, O.IlO-in thick.
2. Internal Stiles and Rails - Structural fiberglass reinforced plastic with solid polymer
comer reinforcement.
3. Core - Polyurethane, l-II2-in thick, U factor - 0.14.
4. Hardware Reinforcement - Solid polymer.
5. Intermediate Framing - Supply structural FRP as and where required for door integrity.
6. Chemically weld entire door.
7. Polyester gel-coat entire door following hardware machining, 15 mils 3 mils, dry film
thickness.
B. Frame
1. Closely match hollow metal frames - 5o/.t-in wide by 2-in depth with a hollow door stop.
2. Reinforcement - Solid polymer according to templates provided by the hardware supplier,
Section 08710.
C. Vision Panel Trim
1. Polymer (PVC) vision panel trim for 9/I6-in thick glass.
2. Lite Window (V) as required for exterior, impact resistant glazed panel.
3. Provide factory fabricated for field installation.
D. Louvers
1. Polymer (pVC) louvers similar to louver configuration in aluminum doors.
';'
2. V -shaped configuration, sightproof.
E. Color - Gel Coat
1. Frame: To match specified color for aluminum frames (spec 08120).
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2. Door: To match specified color for aluminum doors (spec 08120).
F. Anchors
I. Fiberglass reinforced T-anchors, similar to those used in hollow metal door construction,
shall be used to fasten frames to new masonry.
2. Stainless steel fasteners, 300 Series as approved, shall be used for frame assembly and for
all other fasteners.
2.04 GLAZING
A. Exterior Impact ~esistant Glazing (Laminated Glass)
1. Glass and glazing for exterior glazed openings shall be 91l6-in heat-strengthened
laminated impact glass. Construction shall be exterior light ';,4-in heat-strengthened,
bronze-tinted 0.090 polyvinyl butrate interlayer as manufactured by Monsanto, interior
light shall be clear, ';,4-in heat-strengthened glass. As manufactured by Viracon, Spectrum
Glass Products, or approved equal.
2. Glazing materials for exterior glazed openings shall be Norton V2100 Series tape,
Dow-Coming 795 silicone, and elastomeric glazing gaskets.
B. Non-labeled Interior Door Glass
1. Clear tempered float glass, Y4-in thick Herculite by PPG Industries, equal by L.O.F.;
AF.G. or equal.
2. Glazing strips for interior non-labeled door and bead glazing, shall be adhesive-
faced closed cell PVC foam strip, lI8-in thick, 32 durometer hardness.
2.05 HARDWARE
A General
I. Due to a requirement that all exterior door assemblies installed shall meet Florida
Building Code Product Approval for Wind-borne Debris Regions, all related hardware as
specified in Section 08710 must be furnished and installed by the door and frame
manufacturer, as a total assembly_ When any discrepancy exists between the hardware
listed, and the hardware supplied by the exterior door manufacturer on the local or
statewide approved door assembly, the State of Florida local or statewide approved
product hardware will take precedent.
PART 3 EXECUTION
" 3.01 INSTALLATION
A All frames and fittings shall be installed and adjusted in strict accordance with the
recommendations of the Manufacturer, shop drawings, and as specified herein.
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B. Screws, nuts, washers, bolts, and other miscellaneous fastening devices for hardware shall be
as specified in and furnished under Section 08710.
C. The Contractor shall install the components of this Section to comply with the requirements of
1.04.A of this Section.
END OF SECTION
. .~
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SECTION 08710
FINISH HARDWARE
PART 1 GENERAL
1.01 SCOPE OF WORK
A. Furnish and deliver to the project site all finish hardware for hinged doors as hereinafter
specified and scheduled. Provide padlocks where specified and in quantity scheduled.
B. Hardware for exterior doors may be a component of a door system required to conform to the
Florida Building Code. Coordinate the hardware schedule for those doors with the appropriate
supplier to ensure compliance with the Code.
C. Fumish all templates and schedules required by the manufacturers of the doors and frames to
enable the Manufacturer's to make proper provision in their work to receive the finish
hardware. All locks, lock strikes and flush bolts shall be made to ANSI standard dimensions.
D. Coordinate key cylinders with the Owner's master key system.
1.02 RELATED WORK
A. Installation of hardware is included under Division 6.
B. Doors are included in other Sections of Division 8.
1.03 SUBMITTALS
A. Samples
1. If required by the Engineer, a sample of each item of hardware proposed for use shall be
submitted for approval.
B. Hardware Schedules
1. Submit to the Engineer a complete hardware schedule as provided in Section 01300 for
shop drawings. Provide catalogue cuts for each item of hardware.
2. No templates shall be distributed until the hardware schedule and any required samples
have been approved by the Engineer.
3. Provide approved physical hardware items to door manufacturers as required for
fabrication onto doors.
t-~
C. Evidence of compliance with the requirements of Paragraph 1.04.B, Quality Assurance, shall
be included with the initial submittal for the products specified.
1.04 QUALITY ASSURANCE
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A. The hardware supplier shall have in his/her employ one or more members of the American
Society of Architectural Hardware Consultants, who shall be responsible for the preparation
and execution of the work of this Section.
B. The products, materials and assemblies, including anchorage, proposed for the work of this
Section shall comply with project specific calculated design pressures and the Florida
Building Code (Code), including wind-borne debris region requirements, and shall be
designed by the Manufacturer and installed by the Contractor to meet these requirements.
Refer to project design pressures in the components and cladding table on the structural
drawings. Where a conflict occurs between the requirements of this Specification and the
Code, the more stringent requirement shall apply.
1.05 DELIVERY, STORAGE AND HANDLING
A. All hardware shall have the required screws, bolts and fastenings necessary for proper
installation, wrapped in paper and packed in the same package as the hardware. Each package
shall be legibly labeled, indicating that portion of the work for which it is intended.
PART 2 PRODUCTS
2.01 GENERAL
A. Due to a requirement that all exterior door assemblies, installed, shall meet Florida Building
Code Product Approval for Wind-borne Debris Regions, all related hardware as specified in
this Section must be furnished and installed by the door and frame manufacturer, as an
assembly. When any discrepancy exists between the hardware listed below, and the hardware
supplied by the exterior door manufacturer on the local or statewide approved door assembly,
the State of Florida local or statewide approved product hardware will take precedent.
2.02 MATERIALS
A. All hardware shall be best grade, entirely free from imperfections in manufacture and fmish.
Qualities, weights and sizes specified herein are the minimum that will be accepted. All UL
labeled doors shall have UL approved hardware, except that hinges which are not UL
approved shall have a melting point of greater than 2000 degrees F.
B. Hardware Items
I. Hinges - Stainless steel, Stanley FBB 191, 4-112-in by 4-1/2-in interior and FBBI99, 5-in
by 4-112-in exterior. Equals - Hager, McKinney.
2. Locksets - Sargent 8200 Series, with LNL lever and rosette with wrought box strike,
stainless steel, six pin cylinders. Provide with the necessary key cylinders to operate with
the County's master key system. Furnish in operations scheduled. Equals - Corbin -
Russwin.
".'1
3. Door Closers - Sargent 250 Series (cast iron bodies). Covers shall be primed compatible
with fmished paint'specified except with plastic covers, no priming required. Provide
with cushion stop arm where no separate stop is provided and with other arm functions as
scheduled. Equals - LCN4oo0 Series.
4. Kick Plates - Stainless Steel, 6-in high by 0.050-in thick by 2-in less width of door
(LWOD), I-in LWOD, at double doors.
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5. Stops - Ives 436 or 438 as required by floor condition. Other stops as scheduled. Equals _
Baldwin, Quality.
6. Flush Bolts - Ives 12-in, self-latching type - No.458. Equals - Baldwin, Glynn-Johnson.
7. Sound/Weather Seals - Zero 360 Mortised automatic door bottom x Zero 328 Surface
type head and jambs. Meeting stile - Zero 328 each leaf on inside. All clear aluminum
except provide in bronze anodized finish at bronze anodized/bronze colored doors.
Equals - Pemko, Reese.
8. Silencers - Glynn-Johnson GJ 64. Equals - Baldwin, Quality.
9. Thresholds ~ Zero 655 5-in thresholds in aluminum (unless otherwise noted). Equals-
Pemko, Reese.
10. Exit Devices - Sargent 80 Series, Model HC87 13 Surface Vertical Rod Exit Device, with
. 713-8 ET Lever Control, and remote latch retraction. Provide model no. 654 top plate,
and no. 653 bottom strike. Provide with the necessary key cylinders to operate with the
Owner's master key system. Stainless steel assemblies, covers, springs and internal parts.
Provide full coverage, stainless steel back plates at full vision light doors. Equal - Von
Duprin.
11. Coordinator (with Carry Bar) - Glynn Johnson GJ CORxCBI with required length of
filler bar for full door head width. Primed finish.
12. Push/Pull set - Quality No. 416 Push Plate x No. 161, 8-in solid stainless steel Pull.
13. Padlocks - Sargent 1756 HS Cylinder Padlock, suitable for exterior use. Equals - Yale,
Best. Provide 10 padlocks.
C. Closers shall be sized as recommended by Manufacturer and as approved for size and location
of door served.
D. On exterior doors, provide hinges with pins not removable when door is closed. Provide 1/2
pair hinges for each 2-ft-6-in or part thereof of door height.
E. Provide sound seals where required in Door Schedule for particular doors and frames.
F. Provide type of threshold required by the Door Schedule for particular doors and provide
weather seals at exterior doors.
G. Provide three silencers in lock side jamb of single doors and four silencers in head of double
doors. No silencers are required at doors with sound/weather seals.
FINISHES
A. Base metal for hardware items 1,2,4, 10 and 12 shall be stainless steel. Base metal for
Hardware Items 5 and 6 shall be bronze or brass.
B. Finish
1. Stainless steel finish shall be US32D.
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2. Chrome plated, bronze or brass fmish shall be US26D.
2.04 KEYING
A. All cylinder locks including padlocks shall be masterkeyed into the existing set at the site as
approved. All cylinders shall be construction keyed for Contractor's use during construction
period. Install permanent cylinders when directed.
B. Furnish:
I. Three masterkeys.
2. Two change "keys with each lock.
3. Three construction day keys.
PART 3 EXECUTION
3.01 SCHEDULE OF HARDWARE SETS
A. The following general hardware sets represent hardware for one opening (single or pair of
doors). Refer to Materials paragraphs above for additional items required under specified
conditions. The quantities of each set are the responsibility of each bidder. Refer to Door
Schedule for locations. The actual content of each set shall be determined by approved
hardware sets.
HW 1 - Exit Doors
Hinges
1 Exit Device
1 Closer
1 Kickplate
I Stop
Silencers
HW 2 - Exit Doors (oair)
Hinges
1 Exit Device
I Closer
2 Kickplates
I Stop
Flush bolts
Silencers
HW 3 - Interior Doors
Hinges
1 Lockset (8215 operation-passage)
I Closer
I Stop - Floor
1 Kickplate
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Silencers
3.02 INSTALLATION
A. The Contractor shall install the components ofthis Section to comply with the requirements of
1.04.B of this Section.
END OF SECTION
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SECTION 09722
SEAMLESS FLOORING
PART I GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment, and incidentals required and install seamless flooring
and base in approved textures in chemical rooms, storage, and containment areas, and where
required by the fmish schedule.
1.02 SUBMITTALS
A. Submit three sets of 12-in by I2-in samples of seamless flooring for each type of texture
available. Samples shall show slipprooftexture and color of seamless flooring to be furnished.
B. Submit to the Engineer for approval as provided in Section 01300 for shop drawings,
complete methods of surface preparation and flooring installation. Include plans and details of
where and how divider strips will be installed.
C. No flooring work on site will be allowed until construction methods are approved and samples
approved as to color and finish. All seamless flooring to be used shall conform to approved
samples in all respects.
D. Submit copies, as required, of the Manufacturer's detailed maintenance requirements and
repair criteria.
1.03 RELA TED WORK
A. Concrete is included in Division 3.
B. Waterproofing and Damproofing is included in Division 7.
C. Joint Sealers is included in Division 7.
1.04 REFERENCE STANDARDS
A. American Society for Testing and Materials (ASTM)
1. ASTM C307 - Standard Test Method for Tensile Strength of Chemical-Resistant
Mortars, Grouts and Monolithic Surfaces.
'1
2. ASTM C413 - Standard Test Method for Absorption of Chemical Resistant Mortars,
Grouts, and Monolithic Surfaces and Polymer Concretes.
3. ASTM C531 - Standard Test Method for Linear Shrinkage and Coefficient of Thermal
Expansion of Chemical Resistant Mortars, Grouts, and Monolithic Surfaces and Polymer
Concretes.
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4. ASTM C579 - Standard Test Method for Compressive Strength of Chemical Resistant
Mortars, Grouts, and Monolithic Surfaces and Polymer Concretes.
5. ASTM C580 - Standard Test Method for Flexural Strength and Modulus of Elasticity of
Chemical Resistant Mortars, Grouts, and Monolithic Surfaces and Polymer Concretes.
6. ASTM D635 - Standard Text Method for Rate of Burning and/or Extent and Time of
Burning of Plastics in a Horizontal Position.
7. ASTM D2047 - Standard Test Method Static Coefficient of Friction of Polish Coated
Floor Surfaces as Measured by the James Machine.
8. ASTM D2240 - Standard Test Method for Rubber Property - Durometer Hardness
9. ASTM D4060 - Standard Test Method for Abrasion Resistance of Organic Coatings by
the Taber Abraser.
10. ASTM D4226 - Standard Test Method for Impact Resistance of Rigid Poly (Vinyl
Chloride) (pVC) Building Products.
II. ASTM D454 I - Standard Test Method for Poly (Vinyl Chloride) (pVC) Plastic Flexible
Concealed Water Containment Membrane.
B. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.05 ONSITE MOCK-UP UNIT
A. After sample approval and before the flooring work is allowed to proceed, construct a
mock-up seamless flooring unit at the site, where directed. In lieu of a mock up-unit, an area
of the finished substrate may be assigned for a test floor area. Modify and/or reconstruct the
mock up unit or test floor area until approved. The approved unit or area shall become the
standard of acceptance for the seamless flooring work on the project. The mock up unit shall
remain on site for the duration of work. Remove and dispose of the unit only when directed.
B. Construct the mock-up on approved substrate. Provide a 4-ft by 4-ft floor area and a 4-in high
base containing an inside and an outside corner.
C. Application of flooring, curbs, equipment pads, and cove base to the mock up or test floor area
substrate shall utilize the methods proposed for the project. Work shall be done in presence of
the Engineer. Approval will be given for color, surface texture, and fmished overall
appearance.
1.06 PROJECT CONDITIONS
A. On new floors, concrete substrate shall be properly cured for a minimum of 30 days. A vapor
barrier must be present for concrete sub floors on or below grade.
B. Existing concrete floor substrate shall be properly cleaned and free from coatings and laitance.
Prepare floor in accordance with Section 3.03 and manufacturer's installation instructions.
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C. Proj ect area to be free of other trades during, and for a period of 24 hours, after floor
installation.
1.07 WARRANTY
A. Manufacturer shall furnish a single, written warranty covering both material and workmanship
for a period of one (1) full year from date of installation.
PART 2 PRODUCTS
2.0 I MATERIALS
A. Seamless flooring shall be a nominall/4 inch thick system comprised of a penetrating,
moisture tolerant, two-component epoxy primer, a high performance, three-component mortar
consisting of epoxy resin, curing agent and selected, graded aggregates blended with inorganic
pigments, a two-component, 100% solids, general service, epoxy coating, and a high
performance, two..component, aliphatic polyurethane topcoat as manufactured by Stonhard,
Inc., Maple Shade, NJ. The seamless flooring will be installed as specified herein and in the
locations shown on the Drawings.
1. The protective, seamless flooring shall consist of:
a. Stoneclad GS - 114 inch thick with integral coved base.
b. Stonekote GS4 - 100% solids, chemical and abrasion resistant epoxy coating.
c. Stoneseal GS6 - solvent based, polyurethane sealer
B. Divider strips shall "be 18 gauge zinc angle strips. The strips shall be attached to the concrete
subfloor with Manufacturer's recommended adhesive not less than 8 hours prior to application
of primer. Divider strips shall be no higher than the thickness of the floor, and acceptable to
the manufacturer of the seamless flooring product. When divider strips are not used, the
seamless floor at all control joints, perimeter of trenches, and areas where seamless floor abuts
another floor fmish shall be saw cut after installation of flooring. The concrete slab shall be
prepared so as to be of sufficient thickness to maintain integrity after saw cut. There shall be
no featheredging of the material.
C. Color of flooring and top dressing materials shall be as selected by the Engineer.
D. Slipproofmg to the approved sample texture shall be provided on all seamless flooring
surfaces subject to foot traffic. Texture to be medium profile.
E. Substrate patching and priming compound shall be as recommended by the seamless flooring
manufacturer and approved by the Engineer.
.~
2.02
PHYSICAL PROPERTIES
A. Provide flooring system in which physical properties of topping including aggregate, when
tested in accordance with standards of procedures, referenced below, are a s follows:
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Compressive Strength
Tensile Strength
Flexural Strength
Hardness
Bond Strength
Impact Resistance
Abrasion Resistance
Coefficient of Friction
Flexural Modulus of Elas
Flammability
Thermal Coefficient of
Linear Expansion
Water Absorption
Heat Resistance Limitation
Cure Rate allow
(at 77 deg F/25 C)
2.03 CHEMICAL RESISTANCE
Test
ASTM C579
ASTM C307
ASTM C580
ASTM D2240
ASTM D454I
ASTM D4226
ASTM D4060, Taber
ASTM D2047
ASTM C580
ASTM D635
ASTM C53I
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Requirements
10,000 psi
1,750 psi
4,000 psi
85-90
>400 psi
> 160 in. Ibs.
0.08 gm max. weight loss
0.75
2.0 x 10(6) psi
Self Extinguishing
1.8 x 1 0(-5) inlin deg C
0.2%
140 deg F/60 C
(for continuous exposure)
200 deg F/93 C
(for intermittent spills)
8 hours for foot traffic
24 hours for normal operations
A. The installed and fmished floor and cove base material shall be chemically resistant in three
specific categories:
1. Process chemical resistant.
2. Resistant to raw plant influent.
3. Resistant to miscellaneous chemicals.
B. Process Chemical Resistance
1. Floor and base material for the project shall withstand with no chemical attack or
appearance change, as determined by the Engineer, the process chemicals listed below.
The type of exposure to these chemicals shall involve the puddling of 2 ounces of the
listed process chemicals at the concentrations and temperatures given. Repeat this
procedure daily for 10 days without washing sample in the interim.
2. This criterion is intended to simulate service conditions, radical spillage, pump, and pipe
leakage in the areas where the flooring is to be applied for the life of the installation.
3. Process chemicals for this project are as follows:
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Chemical Concentration Temperature
Sulfuric Acid 93.2 percent Ambient
Sodium Hydroxide (Caustic) 50 percent Ambient
Anhydrous Ammonia (Liquid Anunonia) 100 percent Ambient
Sodium Hypochlorite 15 percent Ambient
Sodium Hexameta Phosphate 15 percent Ambient
Diesel Fuel N/A N/A
C. Miscellaneous Chemical Resistance.
I. Floor and base material shall withstand, with no chemical attack or appearance change as
determined by the Engineer, all petroleum products used in station operation, and the
reagents numbered (1) through (14) in Article 5 of ASTM D1308 when spot tested,
covered for 5 days as therein described.
2. This criteria is intended to simulate chemical contact encountered in the normal
occupancy by the Owner's personnel and the public.
D. Testing for compliance with any or all ofthe above may be ordered by the Engineer to be
performed on representative floor and base materials or on the mock up unit or test floor at no
additional cost to the Owner.
PART 3 EXECUTION
GENERAL
In areas scheduled to receive flooring, all other work, except painting, shall be completed
before work of this Section may be started.
PREPARATION
New substrate: Concrete preparation shall be by mechanical means and include use of a
scabbIer, scarifier or shot blast machine for removal of bond inhibiting materials such as
curing compounds or laitance.
B. Existing substrate must be dry and free of all wax, grease, oils, fats, soil, loose or foreign
materials and laitance. Laitance and unbonded cement particles must be removed by
mechanical methods, i.e., abrasive hlasting or scarifying. Other contaminants may be
removed by scrubbing with a heavy-duty industrial detergent (Stonekleen DG9) and rinsing
with clean water. The surface must show open pores throughout and have a sand paper
texture. For recommendations or additional information regarding substrate preparation,
contact manufacturer's technical service department.
'.1
3.03 APPLICATION
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A. General: Apply each component of seamless flooring system in compliance with
manufacturer's directions to produce a uniform monolithic wearing surface of thickness
indicated, uninterrupted except at divider strips, sawn joints or other types of joints (if any),
indicated or required. Flooring shall be applied so as to maintain the integrity of any sloped
floors.
B. Primer: Mix and apply primer over properly prepared substrate with strict adherence to
manufacturer's installation procedures and coverage rates. Coordinate timing of primer
application with application of troweled mortar to ensure optimum adhesion between seamless
flooring materials and substrate.
C. Troweled Mortar: Mix mortar material according to manufacturer's recommended
procedures. Uni(ormly spread mortar over substrate using manufacturer's specially designed
screed box adjusted to manufacturer's recommended height. Hand trowel apply mixed
material over freshly primed substrate using stainless steel finishing trowels.
D. Coating: Remove any surface imperfections by lightly abrading and vacuuming the floor
surface. Mix, squeegee apply and backroll coating with strict adherence to manufacturer's
installation procedures and coverage rates.
3.04 FIELD QUALITY CONTROL
A. The right is reserved to invoke the following material testing procedure at any time, and any
number of times during period of flooring application.
B. The Owner will engage service of an independent testing laboratory to sample materials being
used on the job site. Samples of material will be taken, identified and sealed. and certified in
presence of Contractor.
C. Testing laboratory will perform tests for any of characteristics specified, using applicable
testing procedures referenced herein, or if none referenced. in manufacturer's product data.
D. If test results show materials being used do not comply with specified requirements,
Contractor may be directed by Owner to stop work; remove non-complying materials; pay for
testing; reapply flooring materials to properly prepared surfaces which had previously been
coated with unacceptable materials.
3.05 CURING, PROTECTION AND CLEANING
A. Cure resinous flooring materials in compliance with manufacturer's directions, taking care to
prevent contamination during stages of application and prior to completion of curing process.
Close area of application for a minimum of 24 hours.
B. Protect resinous flooring materials from damage and wear during construction operation.
Where temporary covering is required for this purpose, comply with manufacturer's
recommendations for protective materials and method of application. General Contractor is
responsible for protection and cleaning of surfaces after [mal costs.
. ...
C. Cleaning: Remove temporary covering and clean resinous flooring just prior to fmal
inspection. Use cleaning materials and procedures recommended by resinous flooring
manufacturer.
END OF SECTION
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SECTION 09901
SURF ACE PREPARATION AND SHOP PRIME PAINTING
PART 1 GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment and incidentals required for the surface preparation and
application of shop primers on ferrous metals. excluding stainless steels. as specified herein.
1.02 RELATED WORK
A. Finish painting is included in Section 09902.
1.03 SUBMITrALS
A. Submit. in accordance with Section 01300. shop drawings, manufacturer's specifications and data
on the proposed primers and detailed surface preparation, application procedures and dry mil
thicknesses. Submittals shall include
I. Representative physical samples of the proposed primers, if required by the ENGINEER.
2. Manufacturers recommendations on wire brush SSPC surface preparation of existing roof
joints in chemical feed room prior to starting any work.
1.04 REFERENCE STANDARDS
A. Steel Structures Painting Council (SSPC)
I. SSPC-SP-6 - Surface Preparation Specification No.6 Commercial Blast Cleaning.
2. SSPC-SP-1O - Surface Preparation Specification No. 10 Near White Blast Cleaning.
B. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
PART 2 PRODUCTS
2.01 MATERIALS
A. Submerged Surfaces - Shop primer for ferrous metals which will be submerged or which are
subject to splash action or which are specified to be considered submerged service shall be
sprayed with one coat of Tnemec 20-1211 Potapox Primer. dry film thickness 3.5 to 4.5 mils by
Tnemec Co., equal NSF Standard 61 certified coating by Ameron (VyGuard), DuPont or equal.
.~
B. Non-Submerged Surfaces - Spray apply one coat of Tnemec 90-91 H20 Hydro-Zinc 2000 (NSF
Standard 61 certified), dry film thickness 2.5 to 3.5 mils by Tnemec Co. or equal NSF certified
coating. Coating shall be Class B, Slip Critical certified for steel construction. Use for structural
steel, steel joists and miscellaneous carbon steel items. For pipe and associated items and not
over open tanks. spray apply one coat Tnemec 66-1211 Epoxoline Primer dry film thickness 3.0
to 4.0 mils by Tnemec Co.. equal by Ameron (VyGuard), DuPont or equal.
C. Non-Primed Surfaces - Gears, bearings surfaces and other similar surfaces obviously not to be
painted shall be given a heavy shop coat of grease or other suitable rust-resistant coating. This
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coating shall be maintained as necessary to prevent corrosion during all periods of storage and
erection and shall be satisfactory to the ENGINEER up to the time of the fmal acceptance test.
D. Compatibility of Coating Systems - Shop priming shall be done with primers that are guaranteed
by the manufacturer to be compatible with their corresponding primers and fmish coats specified
in Section 09902 for use in the field and which are recommended for use together.
PART 3 EXECUTION
3.01 APPUCATION
A. Surface Preparation and Priming
1. Non-submerged components scheduled for priming, as defmed above, shall be blast cleaned
in accordance with SSPC-SP-6, immediately prior to priming. Submerged components
scheduled for priming, as defmed above, shall be blast cleaned in accordance with
SSPC-SP-I0, immediately prior to priming.
2. Surfaces shall be dry and free of dust, oil, grease and other foreign material before priming.
3. Shop prime in accordance with approved manufacturer's recommendations.
B. Non-Primed Surfaces
1. Apply approved coating per manufacturer's recommendations.
2. Painting Contractor shall provide a wet and dry ftlm paint gauge to check paint thickness
and the test section shall be checked and approved by the ENGINEER and shall be in
conformance with Section 09902, Article 1.04(D).
3.02 FABRICATED ITEMS
A. All items to be shop primed shall be blast cleaned as specified for applicable service prior to
priming. If, in the opinion of the ENGINEER, any prime coating that has been improperly
applied or if material contrary to this Section has been used, that coating shall be removed by
abrasive blasting to white metal and reprimed in accordance with this Section.
B. All shop prime coats shall be of the correct materials and applied in accordance with this Section.
Remove any prime coats not in accordance with this Section by blast cleaning and apply the
specified prime coat at no additional cost to the OWNER.
C. Shop primed surfaces shall be cleaned thoroughly and damaged or bare spots prepared as
approved and retouched with the specified primer before the application of successive paint coats
in the field.
, .~
D. Shop fmish coats, if proposed and allowed, shall be equal in appearance and protection quality to
a field applied fmish coat. If, in the opinion of the ENGINEER, a shop fmish coat system does
not give the appearance and protection quality of other work of similar nature, prepare the
surfaces and apply the coat or coats of paint as directed by the ENGINEER to accomplish the
desired appearance and protection quality. Submit to the ENGINEER substantial evidence that
the standard fmish is compatible with the specified fmish coat.
E. Properly protect the shop prime and fmish coats against damage from weather or any other cause.
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F. Wherever fabricated equipment is required to be blast cleaned, protect all motors, drives,
bearings, gears, etc, from the entry of grit. Any equipment found to contain grit shall be
promptly and thoroughly cleaned.
END OF SECTION
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SECTION 09902
PAINTING AND LABELING
PART I GENERAL
1.01 SCOPE OF WORK
A. The work of this section consists of furnishing all materials, labor, equipment, and incidentals
required and performing all the painting necessary to complete this Contract in its entirety. All
equipment (pumps, valves, pipes, fittings and appurtenances) shall be color-coded painted in
conformance with this Section 09902.
B. It is the intent of these Specifications to paint all interior concrete where scheduled, exposed
miscellaneous metal, pipe, fittings, supports, valves, equipment, and all other work obviously
required to be painted unless otherwise specified. Minor items omitted in the schedule of work
shall be included in the work of this Section where they come within the general intent of the
specifications as stated herein.
C. In addition to the new structures, all existing structures which require structural modifications or
whose coating is damaged as a result of the work are to be prepared for painting and painted.
This includes items in these existing areas both exterior, interior and submerged. The paint
systems to be used on all existing surfaces are as scheduled for the new structures. Existing
structures not affected by the work shall not be painted. All pipes are to be painted to conform
to the pipe color code in this Section. Colors are to be consistent throughout the new and
existing structures. Surface preparation shall conform to Section 09901. Surface preparation,
prime and [mish coats specified are in addition to shop-priming and surface treatments.
D. The work to be performed at an existing operating facility. It will be necessary that
contaminants, including dust from abrasive blasting, solvents, thinners, paints, etc., shall be kept
from the treatment process and from the existing operating equipment, motors, valves, etc. The
CONTRACTOR shall take whatever precautions are necessary to prevent contamination of the
water supply at all times during this contract.
E. "Paint" includes coating systems materials, primers, emulsions, enamels, stains, sealers and
fIlters, and other supplied materials whether used as prime, intermediate or finish coats.
. -l
F. The following surfaces or items are not required to be painted:
I. Portions of metal, other than aluminum, embedded in concrete. This does not apply to the
back face of items mounted to concrete or masonry surlaces which shall be painted before
erection. Aluminum to be embedded in or in contact with concrete or masonry shall be
coated to prevent electrolysis.
2. Stainless steel.
3. Fencing.
4. Concealed surfaces of pipe or crawl spaces.
5. Acoustical ceilings.
6. Tile.
7. Exterior concrete, unless otherwise specified, and heavy duty concrete topping.
8. Finish hardware, except door closers that are not (mished.
9. Manhole frames and covers.
10. Fiberglass other than piping.
II. Packing glands and other adjustable parts and nameplates of mechanical equipment.
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12. Labels: Do not paint over Underwriter's Laboratories, Factory Mutual or other code-
required labels, or equipment name, identification, performance rating, or nomenclature
plates.
1.02 RELATED WORK
A. Surface Preparation and Shop Prime Painting is included in Section 09901.
1.03 REFERENCES
A. American Association of State Highway and Transportation Officials (AASHTO)
B. American Society for Testing and Materials (ASTM)
1. ASlM C 150 - Specification for Portland Cement
2. ASlM D4258 - Practice for Surface Cleaning Concrete for Coating
C. National Science Foundation (NSF)
1. Standard 61
D. Occupational Safety and Health Act (OSHA)
1. Air Pollution Control Rules
2. Color Coding
E. Steel Structures Painting Council (SSPC)
I. SSPC-SP-I - Surface Preparation Specification - Solvent Cleaning
2. SSPC-SP-2 - Surface Preparation Specification - Hand Tool Cleaning
3. SSPC-SP-3 - Surface Preparation Specification - Power Tool Cleaning
4. SSPC-SP-6 - Commercial Blast Cleaning
5. SSPC-SP-lO - Near White Metal Blast Cleaning
1.04 SUBMITIALS
A. Submit to the ENGINEER for review in accordance with Section 01300 shop drawings,
working drawings, and product data including MANUFACTURER's specifications and data on
the proposed paint systems and detailed surface preparation, application procedures and dry
film thickness. Certify that the systems submitted meet all applicable volatile organic carbon
regulations. Equivalent systems are to be submitted at no additional costs to meet any new
regulations.
B. Furnish to the ENGINEER for review one 8-in x 4-in x 16-in concrete block with one coat of
the proposed surfacer and two coats of the proposed epoxy fmish in a color selected by the
ENGINEER. A 4' x 4' section of concrete or steel structure to be painted shall be designated as
a test panel for each different coating system to be applied on water retaining concrete
structures or steel structures. These samples and test panels when approved by the ENGINEER,
shall establish the quality of the painted surface where this application is indicated. The
ENGINEER may require the CONTRACTOR to construct test panels for different coating
systems at no additional cost to the OWNER.
C. Submit to the ENGINEER for review in accordance with Section 01300 color cards, including
standard and special colors, for initial color selections. Colors selected must be in accordance
with those approved by the OWNER's Development Department. The CONTRACTOR shall
submit a list of approved colors for review.
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D. Schedule of Painting Operations: Submit to the ENGINEER for review a complete Schedule of
Painting Operations within 90 days after the Notice to Proceed along with a OWNER approved
color selection chart. This Schedule is imperative so that the various fabricators may be notified
of the proper shop prime coat to apply. Properly notify and coordinate the fabricators' surface
preparation and painting operations with these Specifications. This Schedule shall include for
each surface to be painted, the brand name, the percent volume of solids, the coverage and the
number of coats the CONTRACTOR proposes to use in order to achieve the specified dry fxlm
thickness, and color charts. When the Schedule has been approved, apply all material in strict
accordance with the approved Schedule and the manufacturer's instructions. Wet and dry paint
film gauges shall be made available to the ENGINEER to verify the proper application while
work is in progress.
1.05 SPARE MATERIAL
A. Furnish one unopened gallon can of each type and each color of paint used.
1.06 PRE-PAlNflNG CONFERENCE
A. Well in advance of commencement of painting operations, but after major equipment has been
delivered, a pre-painting conference shall be held to mutually agree on paint schedules, colors,
application rates, manufacturers requirements and all appurtenances required to complete the
project on time and within allotted budgets. All parties with an interest in the painting work
shall attend, including the CONTRACTOR, the manufacturer, the OWNER, the ENGINEER,
and the painting subcontractor. The CONTRACTOR shall contact each party and arrange the
meeting.
B. The conference shall include an inspection of the areas to be painted by all parties and a
discussion of the conformance of each area with the specifications. Important issues such as
environmental conditions, climate control systems, original primer, dry fxlm thickness, and
monitoring the number of coats that have been field applied shall be discussed and problems
shall be resolved. A listing of the OWNER's approved colors shall be submitted by the painting
subcontractor.
C. A written record of the meeting shall be submitted to the ENGINEER by the CONTRACTOR.
1.07 SAFETY
A. The CONTRACTOR shall submit a Safety Plan to the OWNER for approval prior to beginning
work. The CONTRACTOR shall comply with all applicable Laws, Codes, Standards, and
Ordinances, Rules, Regulations, Lawful Orders or Public Authorities as they apply to safety
procedures under Federal, State, and Local Jurisdiction.
.~
B. The CONTRACTOR shall maintain a safe workplace and enforce a continuous safety program
to provide protection against potential hazards. All personnel must be made aware of hazards
and the precautions against them.
PART 2 PRODUCTS
2.01 MATERIALS
A. All painting materials shall be fully equal to those manufactured by the Tnemec Company Inc.,
Carboline Company, International, and Sherwin-Williams Company. The painting schedule has
been prepared on the basis of Tnemec, Carboline, International, and Sherwin-Williams products
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and recommendations for applications. No brand other than those named will be considered for
approval unless the brand and type of paint proposed for each item in the following schedule
together with sufficient data substantiated by certified tests conducted at no expense to the
OWNER, to demonstrate its equality to the paint(s) named, is submitted in writing to the
ENGINEER for approval within 30 days after the signing of the Notice to Proceed. The type
and number of tests performed shall be subject to the ENGINEER's approval. Color availability
to match those colors specified will also be considered as an important property for equality.
B. All painting materials shall be delivered to the mixing room in unbroken containers, bearing the
manufacturer's brand, date of manufacture and name. They shall be used without adulteration
and mixed, thinned, and applied in strict accordance with manufacturer's directions for the
applicable materials and surface and with the ENGINEER's approval before using.
C. Shop priming shall be done with primers that are guaranteed by the manufacturer to be
compatible with the fmish paints to be used. Refer to Section 09901 for special primers.
D. No paint containing lead will be allowed. Oil shall be pure boiled linseed oil.
E. Work areas will be designated by the ENGINEER for storage and mixing of all painting
materials. Materials shall be in full compliance with the requirements of pertinent codes and
fire regulations. Proper containers outside of the buildings shall be provided and used for
painting wastes, and no plumbing fixture shall be used for this purpose.
F. All recommendations of the paint manufacturer in regard to the health and safety of workmen
shall be followed.
G. All painting materials and required coatings shall be certified for contact with potable water by
the Florida Department of Environmental Regulation, U.S. EPA, and the NSF.
2.02 PAINTING SYSTEMS
A. All colors will be selected by the ENGINEER from color charts submitted by the
CONTRACfOR.
. -i.
B. The following surfaces shall have the types of paint scheduled below applied at the dry film
thickness (DFf) in mils per coat noted. Some colors will require an additional coat from what
is listed to get the proper color coverage.
1. Interior non submerged concrete and precast concrete walls and ceilings:
a. Tnemec
2 Coats: 69-Color Hi-Build Epoxoline II (4 - 6 DFf per coat)
b. Carboline
2 Coats: 890 (6 DFf per coat)
c. International
2 Coats: Intergard 760HS (5 DFf per coat)
d. Sherwin-Williams
2 Coats: Sher-Tile Hi Solids Epoxy, B67 Series (4 DFf)
2. Concrete (submerged or subject to splashing or to hydrogen sulfide corrosive
environments) in wastewater treatment plants starting from at least one foot below the
water line (low flow) and all concrete above the water line exposed to wastewater in pump
stations, influent structures (headworks), splitter box, grit chambers, primary clarifiers,
aeration basins, sludge holding, thickeners, digesters, AT AD units, and other potentially
corrosive environments in wastewater treatment plants or precast manhole structures (e.g.
manholes). Epoxy surfacer shall be applied to brush-off blasted concrete surfaces in
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sufficient number of coats to fill all holes and voids leaving a smooth. pinhole free surface
prior to application of topcoats.
a. Tnemec
65-1500 Filler and Surfacer
2 Coats: 139 - AA90 High Solids Catalyzed Epoxy (6 DFf per coat)
b. Carboline
Epoxy Blockfiller
2 Coats: Carbo guard 561 (4 to 6 DFf per coat)
c. Others
Products equal to the above that have proven resistant in hydrogen sulfide corrosion
environment and in protecting the base concrete.
3. Interior Concrete (submerged or subject to splashing) in all non-potable water retaining
structures except those areas included in Paint System 18 inches above and one foot below
the waterline of wastewater treatment plants.
I~
Concrete shall be abrasive blasted prior to coating. First coat shall be thinned 30-50%. If
applied by spray, back-rolling will be required to assure that all voids and holes. including
pinholes. are wet out and fully coated. Second and third coats shall be applied in similar
manner.
a. Tnemec
1 Coat: Tneme-Tar thinned 30-50% (3 DFf)
2 Coats: Tneme- Tar (8 DFf per coat)
b. Carboline
1 Coat: 300M Coal Tar Epoxy thinned 30-50% (3 DFT)
2 Coats: 300M Coal Tar Epoxy (8 DFf/coat)
c. Others
To provide the same level of protection as above coatings
4. Submerged Concrete and Interior of Concrete Water Retaining Structures at potable water
treatment plants and other potable water system water retaining structures (system must be
A WW A approved and NSF certified for immersion service in potable water use per
ANSIINSF Std 61). Concrete shall be abrasive blasted prior to coating. Trowel or
squeegee apply a filler coat similar to Tnemec 63-1500 (fill voids for holes larger than 1/4-
inch in any dimension) or similar product by Caroline. Sanitile 600. First coat shall be
thinned 30-50% with paint MANUFACTURER's approved thinner.
a. Tnemec
1 Coat: 20 - Pota-Pox (2-3 DFf) Or 140-1255 & AA83 (4-6 DFf)
2 Coats: 20 - Pota-Pox (6 DFf per coat) or 140 Pota-Pox Plus II (4-6 DFf per coat)
b. Carboline
2 Coats: 891 (4 - 6 DFf per coat)
c. International
1 Coat: (thinned 15%) (3 DFf)
2 Coats: Interline 785 (5 DFf per coat)
d. Sherwin-Williams
2 Coats: Potable Water Epoxy (4 - 6 DFf per coat)
5. Interior Exposed Masonry
a. Tnemec
1 Coat: 130-6602 Enviro-Fill @ 75 - 85 sq ft/gal
2 Coats: 69-Color Hi-Build Epoxoline II (4 - 6 DFf per coat)
b. Carboline
1 Coat: Carboguard 501 (60 - 80 sq ftIgal)
2 Coats: 890 (4 - 6 DFf per coat)
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'"l.
c. International
1 Coat: Interlac 895 (60 - 80 sq ftlgal)
2 Coats: Intergard 760HS (5 DFf per coat)
d. Sherwin-Williams
1 Coat: Epoxy Ester Masonry Filler/Sealer, B6I Series (60 - 80 sq ftlgal)
2 Coats: Sher- Tile Hi Solids Epoxy, B67 Series (3 - 4 DFf per coat)
6. Ferrous metals submerged or subject to splashing:
NOTE: Brush apply a "striped coat" over all welded joints prior to the frrst coat.
a. Tnemec
2 Coats: 69-Color Hi-Build Epoxoline II (a) (6 - 8 DFf per coat)
b. Carboline
2 Coats: 890 (6 DFf per coat)
c. International
2 Coats: Intergard 760HS (7 DFf per coat)
d. Sherwin-Williams
2 Coats: Kern Cure Hi-Solids (6 DFf per coat)
7. Exterior nonsubmerged ferrous metals:
NOTE: Brush apply a "striped coat" over all welded joints prior to the first coat.
a. Tnemec
I Coat: 69-Color Hi-Build Epoxoline II (4 - 6 DFf)
1 Coat: 73-Color Endura-Shield (2 - 5 DFT)
b. Carboline
I Coat: 890 (4 DFf)
I Coat: 133 H.B. (3 - 4 DFT)
c. International
1 Coat: Intergard 750HS (5 DFf)
1 Coat: Interthane 99OH5 or Interthane 870HS (2 DFf)
d. Sherwin-Williams
1 Coat: Recoatable Epoxy Primer, B62 Series (5 DFf)
1 Coat: Hi Solids Polyurethane, B65 Series (2.5 DFf)
8. Interior non submerged ferrous metals:
NOTE: Brush apply a "striped coat" over all welded joints prior to the first coat.
a Tnemec
2 Coats: 69-Color Hi-Build Epoxoline II (4 - 6 DFf per coat)
b. Carboline
2 Coats: 890 (4 - 6 DFf per coat)
c. International
1 Coat: Intergard 750HS (5 DFf)
1 Coat: Intergard 760HS (5 DFf)
d. Sherwin-Williams
1 Coat: RecoatabIe Epoxy Primer, B62 Series (4 - 6 mils)
1 Coat: Sher-Tile Hi-Solids Epoxy, B67 Series (4 DFf)
9. Exterior galvanized, and non-ferrous metal:
a. Tnemec
1 Coat: 69-Color Hi-Build Epoxoline II (2 - 3 DFf)
I Coat: 74-Color Endura-Shield (2 - 3 DFf)
b. Carboline
1 Coat: 890 (2 - 3 DFf)
1 Coat: 133 H.B. (3 - 4 DFf)
c. International
1 Coat: Intergard 447 (5 DFf)
1 Coat: Interthane 99OH5 or Interthane 870H5 (2 DFT)
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d. Sherwin-Williams
1 Coat: Heavy Duty Epoxy, B67 Series (2 - 3 mils DFf)
1 Coat: Hi-Solids Polyurethane. B65 Series (2.5 DFf)
10. Interior galvanized. and non-ferrous metals:
a. Tnemec
2 Coats: 69-Color Hi-Build Epoxoline II (2 - 3 DFf per coat)
b. Carboline
2 Coats: 890 (2 - 3 DFf per coat)
c. International
I Coat: Intergard 447 (5 DFf)
1 Coat: Intergard 760HS (5 Off)
d. Sherwin Williams
2 Coats: Heavy Duty Epoxy. B67 Series (2 - 3 DFf per coat)
11. Galvanized and non-ferrous metal submerged or subject to splashing:
a. Tnemec
1 Coat: 69-1211 Epoxoline II (3 - 5 DFf)
1 Coat: 69-Color Hi-Build Epoxoline II (4 - 6 DFf)
b. Carboline
2 Coats: 890 (4 - 6 DFf per coat)
c. International (sweep blast to 1.5 mils before application)
1 Coat: Intergard 447 (5 DFf)
I Coat: Intergard 760HS (5 DFf)
d. Sherwin-Williams
I Coat: Kern Cure Hi-Solids (4 - 6 DFf)
12. Submerged Steel for steel subject to splashing (special field surface preparation see
paragraph 3.01 L.). Protective coatings for interior wet applications must be listed by NSF
international as certified for potable water contact in accordance with ANSIINSF Std. 61.
Section 5. Protective (Barrier) Materials.
a. Tnemec
2 Coats: 140-1255 & AA83 Pota Pox Plus (6 DFf per coat)
b. Carboline
2 Coats: 891 (6 DFf per coat)
c. International
1 Coat: Interline 785 (6 OFf)
1 Coat: Interline 785 (6 OFf)
d. Sherwin-Williams
2 Coats: Potable Water Epoxy (4 - 6 DFf per coat)
13. Flexible Coating Concrete or Masonry:
a. Tnemec
2 Coats: 156 Enviro-Crete (4 - 8 DFf per coat)
b. Carboline
2 Coats: Sanitile 255 (2 - 3 DFf per coat)
c. International
2 Coats: 6000 Porter-Flex (7 - 8 DFf per coat)
14. Metal surfaces exposed to temperatures above 2500F to 4000F:
a. Tnemec
2 Coats: 39-1261 Silicone Aluminum (0.7 - 1.5 DFf per coat)
b. Carboline
2 Coats: 1248 (1 - 1.5 DFf per coat)
c. International
2 Coats: Intertherm 503 (1.5 DFf per coat)
d. Sherwin-Williams
2 Coats: Silver Brite Aluminum Paint-B 5952 (1 DFf per coat) good up to 4000F
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.
15. Metal surfaces exposed to temperatures above 400DF
a. Tnemec
2 Coats: 39-1261 Silicone Aluminums (1.5 DFf per coat)
b. Carboline
2 Coats: Thermallne 4700 (2 DFf per coat)
c. International
2 Coats: Intertherm 503 (1.5 DFf per coat)
d. Sherwin-Williams
2 Coats: Kem Hi Temp Aluminum 7.11 (1.5 DFf per coat)
16. Insulated Pipe: (Block Insulation: Same systems only 3 coats at 2 - 3 DFf per coat).
a. Tnemec
2 Coats: 6-Color Tneme-cryl (2 - 3 DFf per coat)
b. Carboline'
2 Coats: 3359 (3 DFf per coat)
c. International
2 Coats: Intercryl 530 WB (3 DFf per coat)
d. Sberwin- Williams
2 Coats: DIM Acrylic Gloss or Semi Gloss, B66 Series (2 - 3 DFf per coat)
17. Aluminum in contact with dissimilar materials:
a. Tnemec
2 Coats: 69-Color Hi-Build Epoxoline (3 DFf per coat)
b. Carboline
2 Coats: 890 (3 DFf per coat)
c. International
2 Coats: Intergard 750HS (5 DFf per coat)
d. Sherwin-Williams
2 Coats: Heavy Duty Epoxy, B67 Series (3 DFf per coat)
18. Plastic Piping - Interior: (Sanding mandatory)
a. Tnemec
1 Coat: 69-Color Hi-Build Epoxoline II (4 - 6 DFf)
b. Carboline
2 Coats: 890 (3 DFf per coat)
c. International
2 Coats: Intergard 750HS (5 DFf per coat)
d. Sherwin-Williams
2 Coats: Sher-Tile Hi-Solids Epoxy, B67 Series (3 - 4 DFf per coat)
19. Plastic Piping - Exterior (Sanding mandatory)
a. Tnemec
1 Coat: 69-Color Hi-Build Epoxoline II (3 - 4 DFf)
1 Coat: 73-Color Endura Shield (2 - 3 DFf)
b. Carboline
1 Coat: 890 (4 DFf)
I Coat: 133 H.B. (2.5 DFf)
c. International
1 Coat: Intergard 750HS (3 - 5 DFf)
1 Coat: Interthane 870HS (4 DFf)
d. Sherwin-Williams
1 Coat: Macopoxy 920 Pre-Prime, B58 Series (3 - 4 DFf per coat)
1 Coat: Hi-Solids Polyurethane, B65 Series (2.5 DFf)
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20. Interior Drywall and Plaster-Industrial Areas
a. Tnemec
1 Coat: 69 Hi-Build Epoxoline IT (thin 20%) (3 - 5 DFr)
1 Coat: 69 Hi-Build Epoxoline IT (2 - 3 DFf)
b. Carboline
1 Coat: Sanitile 120 (2 DFf)
1 Coat: 890 (3 - 4 DFf per coat)
c. International
1 Coat: Intergard 425WB (3 DFf)
1 Coat: Intergard 735WB (2 DFf)
d. Sherwin-Williams
1 Coat: P/M 200 Latex Wall Primer (1 DFf)
1 Coat: Sher-Tile Hi-Solids Epoxy (3 - 4 DFf per coat)
21. Interior Drywall and Plaster-Office Areas
a. Tnemec
2 Coats: III Tufloat (3 DFf per coat)
b. Carboline
2 Coats: 3359 (2 DFf per coat)
c. International
1 Coat: 767 Latex Primer Sealer (1 DFf)
1 Coat: Intercryl 530WB (2 DFf)
d. Sherwin-Williams
1 Coat: ProMar 400 Latex Wall Primer (1 DFf)
1 Coat: ProMar 400 Latex Egg Shell Enamel (1.2 DFr)
22. Parking Stall lines on asphalt pavement: Approved reflective pavement marking paint,
white or yellow in color, conforming to AASHTO standards for materials and installation.
C. Any surfaces not specifically named in the Schedule and not specifically excepted shall be
prepared, primed and painted in the manner and with materials consistent with these
Specifications. The ENGINEER shall select which of the manufacturer's products, whether the
type is indicated herein or not, shall be used for such unnamed surfaces. No extra payment shall
be made for this painting.
2.03 COLOR CODING FOR PIPES AND EQUIPMENT
--'-
A. When color coding is specified, it shall consist of color code painting and identification of all
exposed conduits, trough items, and pipelines for the transport of gases, liquid, and semi-liquids
including all accessories such as valves, insulated pipe coverings, fittings, junction boxes, bus
bars, connectors, and all operating accessories which are integral to be whole functional
mechanical pipe and electrical conduit system. Colors shall be as noted in the Paint and Color
Coding Schedules attached at the end of this Section.
'1.
B. All hangers and pipe support floor stands shall be painted the same color and with the same
paint as the pipe it supports. The system shall be painted up to but not including the flanges
attached to the mechanical equipment nor the flexible conduit connected to electrical motors.
When more than one pipe system is supported on the same bracket, the bracket shall be painted
the same color as the adjacent wall or ceiling. Colors shall be as noted in the Paint and Color
Coding Schedule.
C. All systems which are an integral part of the equipment, that is originating from the equipment
and returning to the same piece of equipment, shall be painted between and up to but not
including, the fixed flanges or connections on the equipment.
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D. The color code establishes, defmes, and assigns a defmite color for each category of pipe.
Pipelines which are not listed on the Schedule of Color Code Paints shall be assigned a color by
the ENGINEER and shall be treated as an integral part of the Contract.
E. Banding for pipes shall be as specified in the Paint and Color Coding Schedule. Bands shall be
2 in wide and located on each end of the pipe title, at 2 ft from the title bands, at wall
penetrations and at ten feet on centers.
2.04
LETTERING OF TIDES
~
A. Each pipe system shall be labeled with the name of the materials in each pipeline and alongside
this an arrow indicating the direction of flow of liquids. Titles shall be as so described in
attached schedule. Titles shall not be located more than 20 linear ft apart and shall also appear
directly adjacent to each side of any wall the pipeline breaches, adjacent to each side of the
valve regulator, flowcheck, strainer cleanout, and all pieces of equipment.
B. Titles shall identify the contents by complete name. Identification title locations shall be
determined by the ENGINEER but in general they shall be placed where the view is
unobstructed and on the two lower quarters of pipe or covering where they are overhead. Title
should be clearly visible from operating positions especially those adjacent to control valves.
C. Titles on equipment shall be applied at eye level on machines where possible or at the upper
most broad vertical surface of low equipment. Where more than one piece of the equipment
item to be titled exists, the items shall be numbered consecutively as indicated on the
mechanical drawings or as directed by the ENGINEER; for example Pump No.1, Pump No.2,
etc. Titles shall be composed and justified on the left hand side as follows:
Pump No. 1
D. Application of titles.
1. The color of the titles shall be black or white, as approved, to best contrast with the color
of the pipes and equipment and shall be stencil applied.
2. Stencil text is to be in ALL CAPS worded exactly as shown in the Schedule. Titles are to
be printed in a single line.
3. Letter sizes -
Outside Diameter of Pipe or Covering
(in)
Size of Legend Letters
(in)
* to 1 '4
V2
1 V2 to 2
2112 to 6
8 to 10
More than 10
Equipment titles are to be 2 in high.
*
B4
2112
3~
4. Arrow sizes. Where "a" is equal to * of outside diameter of pipe or covering, the arrow
shaft shall be 2 "a" long by 3/8 "a" wide. The arrow head shall be an equilateral triangle
with sides equal to "a." Maximum "a" dimension shall be 6 in..
5. When using direction arrows, point arrowhead away from pipe markers and in direction of
flow. If flow can be in both directions, use a double-headed directional flow.
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2.05 METAL TAGS
A. For pipelines smaller than %-in in diameter, securely fasten metal tags, 2Y2 -in x Y'2-in, of
Birmingham or Stubs 17 gauge brass with lettering etched and filled with enamel. Tags shall be
approved by the ENGINEER.
2.06 FABRICATED EQUIPMENT
A. Unless otherwise indicated all fabricated equipment shall be shop primed and shop or field
f"mished.
B. All items to be shop primed shall be thoroughly cleaned of all loose material prior to priming.
If, in the opinion of the ENGINEER, any prime coating shall have been improperly applied or if
material contrary to these Specifications shall have been used, that coating shall be removed by
sandblasting to white metal and reprimed in accordance with these Specifications.
C. All shop prime coats shall be of the correct materials and applied in accordance with these
Specifications. Remove any prime coats not in accordance with these Specifications by
sandblasting and apply the specified prime coat at no additional cost to the OWNER.
D. Shop primed surfaces shall be cleaned thoroughly and damaged or bare spots retouched with the
specified primer before the application of successive paint coats in the field.
E. Be responsible for and take whatever steps are necessary to properly protect the shop prime and
fmish coats against damage from weather or any other cause.
F. A shop f"mish coat shall be equal in appearance and protection quality to a field applied f"mish
coat. If, in the opinion of the ENGINEER, a shop f"mish coat does not give the appearance and
protection quality of other work of similar nature, prepare the surfaces and apply the coat or
coats of paint as directed by the ENGINEER to accomplish the desired appearance and
protection quality. Submit to the ENGINEER substantial evidence that the standard f"mish is
compatible with the specified f"mish coat.
G. Wherever fabricated equipment is required to be sandblasted, protect all motors, drives,
bearings, gears, etc., from the entry of grit. Any equipment found to contain grit shall be
promptly and thoroughly cleaned.
PART 3 EXECUTION
3.01
PREPARATION OF SURFACES
A. All surfaces to be painted shall be prepared as specified herein or in Section 09901 and shall be
dry and clean before painting. Special care shall be given to thoroughly clean interior concrete
and concrete block surfaces of all marks before application of fmish.
B. All metal welds, blisters, etc., shall be ground and sanded smooth in accordance with
SSPC-SP-IO. All pits and dents shall be filled and all imperfections shall be corrected so as to
provide a smooth surface for painting. All rust, loose scale, oil, grease, and dirt shall be
removed by use of approved solvents, wire brushing, or sanding.
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C. Concrete surfaces shall have been fmished as specified in Division 3. Report unsatisfactory
surfaces to the ENGINEER. Concrete shall be free of dust, oil, curing compounds, and other
foreign matter, conforming to ASTM D4258.
D. All submerged concrete shall be brush off blast cleaned. Open all bag holes and air entrained
holes with minimum aggregate exposure. Provide a uniform surface profile similar to #100 grit
sandpaper.
E. Concrete block surface shall be smooth and cleaned of all dust, efflorescence, chalk, loose
mortar, dirt, grease, oil, tar, and other foreign matter, conforming to ASTM D4258.
F. All plastic pipe surfaces shall be lightly sanded before painting.
G. Wood surfaces shall be dry. Sand to obtain a smooth surface. All encrustations shall be
removed.
H. Exposed Pipe: Bituminous coated pipe shall not be used in exposed locations. Pipe which shall
be exposed after project completion shall be primed in accordance with the requirements herein.
Any bituminous coated pipe which is inadvertently installed in exposed locations shall be
sandblasted clean before priming and painting. After installation all exterior, exposed flanged
joints shall have the gap between adjoining flanges sealed with a single component polysulfide
sealant to prevent rust stains.
1. Primed or Previously Painted Surfaces and Nonferrous Surfaces: All coated surfaces shall be
cleaned prior to application of successive coats. All nonferrous metals not to be coated shall be
cleaned. This cleaning shall be done in accordance with SSPC-SP-I, Solvent Cleaning.
J. Shop-Finished Surfaces: All shop-coated surfaces shall be protected from damage and
corrosion before and after installation by treating damaged areas immediately upon detection.
Abraded or corroded spots on shop-coated surfaces shall be "Hand Cleaned" and then touched
up with the same materials as the shop coat. All shop coated surfaces which are faded,
discolored, or which require more than minor touch-up in the opinion of the ENGINEER shall
receive new surface preparation before being repainted. Cut edges of galvanized sheets and
exposed threads and cut ends of galvanized piping, electrical conduit, and metal pipe sleeves,
that are not to be fmished painted, shall be "Solvent Cleaned" and primed with zinc dust-zinc
oxide metal primer.
K. Galvanized and Zinc-Copper Alloy Surfaces: These surfaces to be painted shall be "Solvent
Cleaned" and treated as hereinafter specified. Such surfaces not to be painted shall be "Solvent
Cleaned. "
L Aluminum embedded or in contact with concrete must be painted according to the schedule for
aluminum in contact with dissimilar materials.
3.02 WORKMANSHIP
A. General:
1. Primer (spot) and paint used for a particular surface shall, in general, be as scheduled for
that type of new surface. Confirm with the paint manufacturer that the paint proposed for a
particular repaint condition will be compatible with the existing painted surface. Sample
repainted areas on the actual site will be required to insure this compatibility. Finished
repainted areas shall be covered by the same guarantee specified for remainder of work.
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2. At the request of the ENGINEER, samples of the fmished work prepared in strict
accordance with these Specifications shall be furnished and all painting shall be equal in
quality to the approved samples. Finished areas shall be adequate for the purpose of
detennining the quality of workmanship. Experimentation with color tints shall be
furnished to the satisfaction of the ENGINEER where standard chart colors are not
satisfactory.
3. Protection of furniture and other movable objects, equipment, fittings and accessories shall
be provided throughout the painting operations. Canopies of lighting fixtures shall be
loosened and removed from contact with surface, covered and protected and reset upon
completion. Remove all electric plates, surface hardware, etc., before painting, protect and
replace when completed. Mask all machinery name plates and all machined parts not
receiving a paint fmish. Dripped or spattered paint shall be promptly removed. Lay drop
cloths in all areas where painting is being done to adequately protect flooring and other
work from all damage during the operation and until the finished job is accepted.
4. On metal sutfaces apply each coat of paint at the rate specified by the manufacturer to
achieve the minimum dry mil thickness required. If material has thickened or must be
diluted for application by spray gun, the coating shall be built up to the same film thickness
achieved with undiluted material. One gallon of paint as originally furnished by the
manufacturer shall not cover a greater area when applied by spray gun than when applied
unthinned by brush. Deficiencies in film thickness shall be corrected by the application of
an additional coat(s). On masonry, application rates will vary according to sutface texture,
however, in no case shall the manufacturer's stated coverage rate be exceeded. On porous
sutfaces, it shall be the painter's responsibility to achieve a protective and decorative fmish
either by decreasing the coverage rate or by applying additional coats of paint.
5. Coating materials shall be delivered to the job site in the original unopened containers,
bearing the manufacturer's label. A Product Data Sheet and Material Safety Data Sheet for
all coating, activators, thinners, accelerators and other materials shall be obtained from the
manufacturer for each shipment of materials to the job site. Coating materials shall be
stored in a dry, well-ventilated area, not in direct contact with the ground, where the
temperature is maintained between 40 and 120 degrees F. Damaged materials and/or
materials exceeding the shelf life shall not be used.
6. Paints shall be mixed in proper containers of adequate capacity. All paints shall be
thoroughly stirred before use and shall be kept stirred while using. No unauthorized
thinners or other materials shall be added to any paint. Air shall not be used directly for
agitation. Pegmented material shall be strained after mixing. Where application
equipment has strainers, they should be sized so as to allow pigment to pass but not foreign
material. Multiple (2 or more) component catalyzed materials may not be used beyond the
recommended pot life.
7. Only skilled painters shall be used on the work and specialists shall be employed where
required.
B. Field Priming:
I. Steel members, metal castings, mechanical and electrical equipment, and other metals that
are shop primed before delivery at the site will not require a prime coat on the job. All
piping and other bare metals to be painted shall receive one coat of primer before exposure
to the weather, and this prime coat shall be the fust coat as specified in the painting
schedule. Except that all welded joints shall have brush applied a "striped coat" over the
joint before the fust coat.
2. Equipment which is customarily shipped with a baked-on enamel fmish or with a standard
factory fmish shall not normally be field painted unless the prefmished equipment is
specifically color selected and unless the fmish has not been damaged in transit or during
installation. Sutfaces that have been shop painted and have been damaged, or where the
shop coats or coats of paint have deteriorated, shall be properly cleaned and retouched
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.
before any successive painting is done on them in the field. All such field painting shall
match as nearly as possible the original fmish.
C. Field Painting:
1. All painting at the site shall be designated as Field Painting.
2. All paint shall be at room temperature before applying. and no painting shall be done when
the temperature is below 500F. in dust-laden air, when rain or snow is falling, or until all
traces of moisture have completely disappeared from the surface to be painted.
3. Corners. sharp edges, and welds shall be stripped (an additional coat by brush) prior to
application of the specified coat Coating used for striping shall be the same as that
specified for the coat to be applied.
4. Successive coats of paint shall be tinted so as to make each coat easily distinguishable from
each other with the fmal undercoat tinted to the approximate shade of the fmished coat.
5. Finish surfaces shall not show brush marks or other irregularities. Undercoats shall be
thoroughly and uniformly sanded with No. 00 sandpaper or equal to remove. defects and
provide a smooth even surface. Top and bottom edges of doors shall be painted and all
exterior trim shall be back-primed before installation.
6. Painting shall be continuous and shall be accomplished in an orderly manner so as to
facilitate inspection. All exterior concrete and masonry paint shall be performed at one
continuous manner structure by structure. Materials subject to weathering shall be prime
coated as quickly as possible. Surfaces of exposed members that will be inaccessible after
erection shall be cleaned and painted before erection.
7. All materials shall be brush painted unless spray painting is specifically approved by the
ENGINEER. The CONTRACTOR shall be responsible for all damage caused by
overspray or drifting. On concrete or masonry. back-rolling after spraying shall be
undertaken immediately following each coat to assure that all voids and holes are wet out
and fully coated. Back-rolling may be deleted from the fmal coat if the test panel indicates
that the prior coats followed by back-rolling is sufficient to provide a continuous coating
without pinholes.
8. All surfaces to be painted as well as the atmosphere in which painting is to be done shall be
kept warm and dry by heating and ventilation, if necessary, until each coat of paint has
hardened. Any defective paint shall be removed and painted in accordance with the
ENGINEER's directions.
9. Coating integrity shall be determined in accordance with NACE RP-0188-88 "Standard
Recommended Practice for Discontinuity (Holiday) Testing of Protective Coatings" using
the low voltage wet sponge test method. All holidays will be clearly marked for repair.
10. Before fmal acceptance of the work, all damaged surfaces of paint shall be cleaned and
repainted as directed by the ENGINEER. Completed work shall be free from runs. drips,
sags, holidays, voids, and other imperfections. Finish coats shall provide complete hiding
and uniform color. All defective work shall be corrected by the CONTRACTOR or
applicator at no cost to the OWNER.
11. Damaged coatings. pinholes. and holidays shall be feather-edged and repaired in
accordance with recommendations of the paint manufacturer.
12. Number of coats in the specification are a minimum required. Additional coats may be
required to obtain the minimum required paint thickness. depending on method of
application. difference i.n manufacturer's products and atmospheric conditions.
13. Any pipe scheduled to be painted and having received a coating of a tar or asphalt-
compound shall be painted with two coats of Internationals Tarset Standard 7000 or equal
before successive coats are applied per the schedule. Tnemec recommends using 69
Hi-Build Epoxoline II over tar. but a test patch must be run initially to test the paint's
compatibility with the tar.
,
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3.03 COLOR CODING FOR PIPES AND EQUIPMENT
A. When color coding is specified. it shall consist of color code painting and identification of all
exposed conduits, trough items and pipelines for the lransport of gases, liquid and semi-liquids
including all accessories such as valves, insulated pipe coverings, fittings, junction boxes, bus
bars, connectors and all operating accessories which are integral to the whole functional
mechanical pipe and electrical conduit system. Colors shall be as noted in the Paint and Color
Coding Schedules attached at the end of this Section.
B. All hangers and pipe support floor stands shall be painted the same color and with the same
paint as the pipe it supports. The system shall be painted up to but not including the flanges
attached to the mechanical equipment nor the flexible conduit connected to electrical motors.
When more than one pipe system is supported on the same bracket, the bracket shall be painted
the same color as the adjacent wall or ceiling. Colors shall be as noted in the Paint and Color
Coding Schedule.
C. All systems which are an integral part of the equipment, that is originating from the equipment
and returning to the same piece of equipment, shall be painted between and up to but not
including, the fixed flanges or connections on the equipment.
D. The color code establishes, defines and assigns a defmite color for each category of pipe.
Pipelines which are not listed on the Schedule of Color Code Paints shall be assigned a color by
the ENGINEER and shall be treated as an integral part of the Contract.
E. Banding for pipes shall be as specified in the Paint and Color Coding Schedule. Bands shall be
2-inches wide and spaced at ten feet on center.
3.04 LETTERING OF TITLES
A. Each pipe system shall be labeled with the name of the materials in each pipeline and alongside
this an arrow indicating the direction of flow of liquids. Titles shall be as so described in
attached schedule. Titles shall not be located more than twenty (20) linear feet apart except that
piping containing hazardous chemicals shall be labeled at no more than ten (10) feet apart and
shall also appear directly adjacent to each side of any wall the pipeline breaches, adjacent to
each side of the valve regulator, flowcheck, strainer cleanout, and all pieces of equipment.
B. Titles shall identify the contents by complete name. Identification title locations shall be
determined by the ENGINEER but in general they shall be placed where the view is
unobstructed and on the two lower quarters of pipe or covering where they are overhead. Titles
should be clearly visible from operating positions, especially those adjacent to control valves.
C. Titles on equipment shall be applied at eye level on machines where possible or at the upper
most broad vertical surface of low equipment. Where more than one piece of the equipment
item to be titled exists, the items shall be numbered consecutively as indicated on the
mechanical drawings or as directed by the ENGINEER; for example Pump No.1, Pump No.2,
etc. Titles shall be composed and justified on the left hand side as follows:
Pump No. 1
D. Application of titles.
1. The color of the titles shall be black or white, as approved, to best contrast with the color
of the pipes and equipment and shall be stencil applied.
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.
2. Stencil text is to be in ALL CAPS worded exactly as shown in the Schedule. Titles are to
be printed in a single line.
3. Letter sizes.
Outside Diameter
of Pipe or
Covering (in.)
V,do 11,4
lYzt02
2Vz to 6
8 to. 10
More than 10
Size of Legend
Letters (in. )
Vz
%
11,4
2Yz
3~
Equipment titles are to be two (2) inches high.
4. Arrow sizes. Where "a" is equal to 3/4 of outside diameter of pipe or covering, the arrow
shaft shall be 2 "a"long by 3/8 "a" wide. The arrow head shall be an equilaterial triangle
with sides equal to "a". Maximum "a" dimension shall be 6-in.
5. When using direction arrows, point arrowhead away from pipe markers and in direction of
flow. If flow can be in both directions, use a double-headed directional flow.
3.05 PAINT
A. General Notes and Guidelines:
I. All color numbers and names herein refer to master color card. Colors of specified equal
manufacturers may be substituted with approval of the ENGINEER.
2. Pipe lines, equipment, or other items which are not listed here shall be assigned a color by
the ENGINEER and shall be treated as an integral part of the Contract.
3. When color coding is specified or directed by the ENGINEER, it shall consist of color
code painting and identification of all exposed conduits, through lines and pipelines for the
transport of gases, liquids, or semi-liquids including all accessories such as valves,
insulated pipe coverings, fittings, junction boxes, bus bars, connectors, and any operating
accessories which are integral to a whole functional mechanical pipe and electrical conduit
systems.
4. The colors of the Color Coding Schedule shall be interpreted as follows:
Colors
Carboline #
Tnemec #
White
Orange
Yellow
Dark Yellow
Green
, Light Green
Dark Brown
Dark Green
Tan
Ivory
Light Grey
Medium Grey
Dark Grey
6295-41 350n /23/2004
S800
4444
6666
N625
2383
6361
9218
4372
3216
3848
C73I
0746
2525
09902-16
lIWH
04SF
02SF
03SF
09SF
PA30
84BR
9IGN
23BR
OIBR
32GR
233GR
46GR
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Red
Blue
Dark Blue
Medium Blue
Light Blue
Aqua
International Orange
Dark Bronze
Tank Blue
Blue Green
Magenta
Violet
Black
Reclaimed Water Purple
10F ·
5555
SI50
A183
0118
7107
4132
N498
2277
8155
A337
S585
G170
C900
06SF
25BL
11 SF
39BL
37BL
IOGN
05SF
86BR
26BL
13GN
20RD
I4SF
35GR
R07I5
5. All moving parts, drive assemblies, and covers for moving parts which are potential
hazards shall be Safety Orange #CA26.
6. All safety equipment shall be painted in accordance with OSHA standards.
7. All inline equipment and appurtenances not assigned another color shall be painted the
same base color as the piping. The pipe system shall be painted with the pipe color up to
but not including the flanges attached to pumps and mechanical equipment assigned
another color. Tanks shall be painted the color of the piping system that they serve, unless
the tank is fiberglass and levels are monitored through the tank.
8. All conduit shall be painted to match its background surface.
9. Building surface exterior colors shall be painted as scheduled in the Finish Schedule or as
selected by the ENGINEER and in accordance with colors approved by the OWNER's
Community Development Department.
10. Control panels shall be factory fmished.
3.06 PAINT AND COLOR CODING SCHEDULE
A. Color selection for the following items are to be selected by the ENGINEER and reviewed by the
OWNER at the time of shop drawing review. Submit color charts for color selections. All
selected color coding to match as closely as possible to those as "Recommended Standards for
Water Works," latest addition, commonly known as Ten States Standards.
Description of Title to be Lettered
On Pipes and EQuipment
EQUIPMENT
Color of
Title
Letters
Color Name
Vertical Turbine High Service Pumps White
(Nos. 1,2,3,4,5 & 6)
PIPING & LEGEND
Protected Water
Potable Cold Water
Potable Hot Water
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Dark Blue
White
Dark Blue w/Green Bands
White
Dark Blue
White
Dark Blue wIRed Bands
09902-17
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Color of
Description of Title to be Lettered Title
On Pipes and Equipment Letters Color Name
Softened Water White Dark Blue w/White Bands
Heating Water Black Medium Blue wIRed Bands
Sodium Hypochlorite Black Yellow w/Dark Yellow Bands
Aqueous Ammonia Black Yellow wIRed Bands
Ammonia Vapor Black Yellow w/Green Bands or White
Chlorine Gas Black Yellow
Chlorine Solution Black Yellow
H ydrofluosilicic Black Light Blue wIRed Bands
Lime Slurry Black Light Green
Polymer Black Orange w/Green Bands
Potassium Permanganate Black Violet
Polyphosphate Black Light Green wIRed Bands
Alum Black Orange
High Service Pump Discharge Pipe, White Dark Blue
Valves, Fittings & Accessories,
Includes Outside Common Pump
Discharge Header
STRUCTURES
Chemical Feeder Room and
Accessories
Interior - Floors, Walls, Exposed Type of Painting/Coating. See
Metal Trusses Article 2.02 - Painting Systems.
Color Selections to be
~ Furnished Later
The new. Three (3) Pump Nos.
1, 2, 3 and Existing Pump Nos.
4, 5 and 6 Steel Cans and Exterior
of Column Pipes to be Coated.
Interior Type of NSF Certified Painting/
Coating. See Article 2.02 - Painting
Systems. Color Selections to be
Furnished Later.
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Description of Title to be Lettered
On Pipes and Equipment
Color of
Title
Letters
Color Name
Odor Control Proposed Curb
Yellow
Structure Modifications, if required
Match background color and
Type of Coating. See Article
2.02.
In situations where two (2) colors do not have sufficient contrast to easily differentiate between
them, a 6-inch band of contrasting color should be painted on one of the pipes at approximately
30-inch intervals. The name ofthe liquid or gas should also be painted (stencil) on the pipe in a
contrasting color. In some cases it may be advantageous to paint arrows indicating the direction
of flow.
3.07 PAINTING OF EXISTING STRUCfURES, PIPING, VAL VING AND EQUIPMENT
A. Touch up existing structures and equipment where finish has been damaged by new
construction and as specified elsewhere in the specifications or as shown on the Drawings.
B. All existing surfaces required to be field painted by these specifications shall be cleaned
and/or sand blasted, prepared and coated with the designated paint system as specified
herein. All coatings shall be applied in strict accordance with the manufacturers
instructions. Reference is made in this section of the specifications that apply to painting
of existing structures and equipment and shall be adhered to by the CONTRACTOR.
C. It shall be the responsibility of the CONTRACTOR to arrange a meeting prior to the start
of painting between the CONTRACfOR, the coating manufacturer, and the ENGINEERS
in accordance with Article 1.06 - Pre-Painting Conference. All aspects of surface
preparation and application to the specific coating systems shall be fully reviewed at the
prejob meeting.
D. The CONTRACTOR shall arrange for the Paint Manufacturer's Representative to inspect
the exterior and interior of each structure and verify in writing that the specified coating
system is compatible with the existing system. For each primer and fmish coating the
CONTRACTOR shall provide the manufacturer's Application Instructions and the data
listed below:
a. Surface preparation recommendations.
b. Primer, intermediate, and finish coating, pot life and specific mixing instructions.
c. Minimum and maximum dry and wet film thickness per coat.
d. Minimum and maximum curing time between coats including atmospheric
conditions for each.
e. Curing time before submergence in liquid.
f. Thinner and thinning ratios to be used with each paint.
g. Ventilation requirements.
h. Allowable atmospheric conditions during which the paint may be applied,
including ambient temperature, relative humidity and surface temperature.
i. Allowable application methods.
J. Maximum allowable moisture content of surface to be painted.
k. Maximum storage life.
1. Manufacturer's certification that painting materials are in accordance with the
appropriate reference standards.
m. Material safety data sheets and cautions concerning health hazards.
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3.08 INSPECfION AND TESTING
A. All materials and work shall be accessible and subject to inspection by the ENGINEER.
B. The completed work shall be inspected visually by the ENGINEER for skips, holidays, hiding,
uniform color and appearance, and other imperfections. All defective work shall be corrected
by the CONlRACfOR or applicator at no cost to the OWNER.
C. Coating thickness on steel shall be determined in accordance with SSPC-PA-2 "Measurement of
Dry Paint Thickness with Magnetic Gages". The number of readings will be a minimum of that
stated in SSPC-PA-2.
D. Coating integrity for coatings in immersion areas or subjected to splash and spillage shall be
determined in accordance with NACE RPOI88-88 "Standard Recommended Practice for
Discontinuity (Holiday) Testing of Protective Coatings" using the low voltage wet sponge test
method. All holidays will be clearly marked for repair.
E. The CONlRACfOR shall furnish to the job site and use for coating inspection and make
available to the ENGINEER the following test equipment:
1. Wet film thickness gauge.
2. Dry film thickness gauge (with certified thickness calibrator) equal to Mikrotest ill,
Elcometer Inspector ill, or Positest.
3. Surface Temperature Gauge.
4. Holiday Detector, Low voltage type such as Tinker & Rasor Model M-I, Series 9533.
5. SSPC VIS-I-67T Pictorial Surface Preparation Standard.
6. Keane- Tator Surface Comparator Number 372 or equal.
7. NBS Certified Coating Thickness Standards.
8. Sling Psychrometer.
9. Surface moisture metering device equal to Delmhors Model DB.
3.09 CLEANUP
A. The premises shall at all times be kept free from accumulation of waste material and rubbish
caused by employees or work. At the completion of the painting remove all tools, scaffolding,
surplus materials, and all rubbish from and about the buildings, and leave work "broom clean"
unless more exactly specified.
B. Upon completion, remove all paint where it has been spilled, splashed, or splattered on all
surfaces, including floors, fixtures, equipment, furniture, etc., leaving the work ready for
inspection.
END OF SECTION
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-.
SECTION 10200
ALUMINUM LOUVERS
PART 1 GENERAL
1.01 SCOPE OF WORK.
A. Furnish all labor, materials, equipment, and incidentals required and install aluminum louvers
and accessories as shown on the Drawings and as specified herein.
1.02 SUBMmALS
A. Submit to the Engineer, shop drawings indicating materials, free area, details of construction,
sizes, recommended anchoring, and accessories.
B. Submit performance data in accordance with AMCA Standards 500 and 511.
C. Louvers shall bear Air Movement and Control Association (AMCA) Certified Ratings Seals
for air performance and water penetration ratings. Manufacturer shall submit AMCA Licensed
data demonstrating the each louver meets the criteria specified herein.
D. Provide copy of current, valid statewide or local product approval for product, material or
system specified in this section and on the drawings, in accordance with Rule 9B-72. Product
approval shall be for the specific manufacturer, product type, model or style, and the State or
Local Approval Number indicated on the "Approved Products Listing Table" on the drawings.
If an "equal" product (not listed on the Approved Product Table) is submitted by the
successful Contractor, the Contractor shall be responsible to file the appropriate Product
Approval information with the local authority having jurisdiction.
1.03 REFERENCE STANDARDS
A. Air Movement and Control Association (AMCA)
1. AMCA 500 - Test Methods for Louvers, Dampers and Shutters
2. AMCA 511 - Certified Ratings Program for Air Control Devices
B. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.04 STORAGE AND DELIVERY
A. The louver manufacturer shall hold and store the louvers until the installation contractor is
prepared to install the louvers. The manufacturer shall be responsible for the delivery of the
louvers to the Collier County South County Regional Water Treatment Plant site. The
installation contractor shall be responsible for the inspection and offloading of the louvers
upon- arrival at the Collier County site. Louver warranties shall not began until installed and
fully operational
6295-41350
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10F ·
B. All parts shall be properly protected so that no damage or deterioration will occur during a
prolonged delay from the time of manufacture and shipment until installation is completed.
C. All equipment and parts must be properly protected against any damage during shipment.
D. Factory assembled parts and components shall not be dismantled for shipment unless
permission is received in writing from the Engineer.
1.05 WARRANTY
A. The louver shall be warranted for a period of two (2) years from date of final acceptance of
installation to be free from defects in workmanship, design or materials. If the equipment
should fail during the warranty period because of a defective part(s), it shall be replaced and
the unit restored to service at no additional cost to the Owner.
1.06 ADDITIONAL WARRANTY REQUIREMENTS
A. The louver manufacturer shall also bid, as a separate line item in the procurement bid
documents, the following additional equipment warranty requirements. The Collier County
Government may accept or choose not to accept the additional warranty services, and remove
this line item from the bid procurement document.
B. Aluminum Drainable Blade Louvers
I. Concurrent with the basic warranty period as specified in Paragraph 1.05, the louver
manufacturer shall warrant the above referenced louvers for an additional three (3) years,
for a total warranty period of five (5) years.
2. The warranty shall cover defects in workmanship and material and cover all costs for
both labor and parts required to inspect and repair the louvers delivered to the louver
manufacturer's authorized repair and maintenance service center. During the basic
warranty period, required by Paragraph 1.05, the manufacturer shall be responsible for
removing and reinstalling the defective louver into the proper location. The manufacturer
shall be responsible for all transportation or shipping costs for delivery of the louvers to a
service center and return to the Collier County South County Regional Water Treatment
Plant site during the entire five (5) additional warranty period.
3. The manufacturer's obligation under this additional warranty period shall be to repair or
replace the louver as stated above, exclusive of any shipping costs for which the
manufacturer is responsible, as stated above.
C. Agreement to Warranty Conditions
1. The Manufacturer shall, as part of the required shop drawing and product submittal date,
deliver a certified statement of agreement to the above-listed conditions of warranty for
equipment and materials to be supplied and installed under this Section of the
Specifications. If this agreement is not submitted, the equipment shall not be approved
for use in the Work.
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2. A typewritten or printed copy of the product warranty(ies), including the above
provisions and applicable dates of commencement and expiration of each warranty
period, shall be supplied with other required product data.
1.07 QUALITY ASSURANCE
A. All products specified in this Section shall be furnished by a single manufacturer specializing
in the fabrication of aluminum louvers with not less than five years of successful experience in
the fabrication of aluminum doors and frames of the type required for this project.
1.08 REGULATORY REQUIREMENTS
A. The products, materials and assemblies, including anchorage, proposed for the work of this
Section shall comply with project specific calculated design pressures and the Florida
Building Code (Code), including wind-borne debris region requirements, and shall be
designed by the Manufacturer and installed by the Contractor to meet these requirements.
Refer to project design pressures in the components and cladding table on the structural
drawings. Where a conflict occurs between the requirements of this Specification and the
Code, the more stringent requirement shall apply.
B. The "Approved Products Listing Table" on the drawings contains a list ofthe approved
products, materials or systems specified for use in this section. For substitutions, it shall be the
sole responsibility of the Contractor to provide evidence of code compliance for any product,
material or system not listed on the Approved Products List, and the responsibility of the
Contractor to obtain the required Local Product Approval for the product, material or system
by demonstrating the products compliance with the Florida Building Code, using one of the
methods outlined in Chapter 9B-72 of the Department of Community Affairs, Florida
Building Commission.
PART 2 PRODUCTS
2.0 I GENERAL
A. All exterior louvers and components shall be designed by the Manufacturer to withstand wind
pressures, both positive and negative and salient corner conditions as calculated in accordance
with the Code to withstand the wind load required by the Code.
B. At no additional cost to the Owner, provide additional non-standard bracing, reinforcements or
heavier gauge materials in order to conform to wind load and the requirements of 1.06 and
2.0 l.A herein.
2.02 LOUVERS
A. Drainable Blade Louvers
I. Drainable Blade louvers shall be American Warming and Ventilating (AWV) Model LE-
32 (6-in depth), or approved equal. Drainable louvers shall be constructed of extruded
aluminum. Drainable blades shall be stationary 0.081-in wall thickness with equal
thickness frames.
6295-41350
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2. Blades shall be joined to each jamb frame with 2 fillet welds, each I-in long, produced
with the pulsed gas, metal arc welding process (GMA WIMIG) with a 0.I25-in throat.
Frames shall be joined at each corner with a full-length GMA W fillet weld with a
minimum 0.I25-in throat.
3. Drainable Blade louvers shall meet the criteria as specified in the table below:
Blade an Ie
Free area 4-ft x 4-ft unit
Percent free area
Be in oint of water
Veloci
Air volume
Pressure dro
B. Provide with integral sills, heads, and jambs. Provide aluminum caulking stops at perimeter of
exterior side. Provide continuous, 0.08I-in thick perimeter angles of same material as louvers,
for attachment on inside to adjacent construction. Provide curve formed frames where shown
with smooth faces and webs of frames, formed to the required radii. At louvers over 6-ft wide,
provide center vertical aluminum angle support and approved aluminum blade braces, each
blade. Secure top and bottom and to each brace and blade.
C. Each exterior louver shall be provided with 1/2-in mesh, 0.063-in aluminum wire bird screen
secured within rewireable extruded aluminum frame as approved. Attach to interior face of
louver. Bird screen shall be installed such that it is removable to allow for frequent
maintenance and cleaning.
2.03 SILL EXTENSIONS
A. Sill extensions where used, shall be provided as 8-gauge aluminum finished the same as
louver.
2.04 FINISH
A. Provide a 1.0 mil thick, epoxy prime and PVF2 Kynar 500 fmish system. Finish shall contain
70 to 75 percent minimum PVF2 resin and shall be provided on all aluminum louvers and
components after fabrication. Brake formed aluminum may be formed after finishing if
coating integrity is not compromised. Color shall be selected and approved by the Engineer.
2.05 FASTENERS
A. Fasteners shall be 300 series stainless steel.
,~
PART 3 EXECUTION
3.01 INSTALLATION
6295-41350
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10F ·
A. Louvers shall be installed in accordance with Manufacturer's approved shop drawings and as
shown. Provide all necessary fastenings and anchors required for a complete installation, all to
be secure, plumb and true to line.
B. Upon completion of the louver installation, all louvers shall be cleaned of all dirt and other
foreign materials.
C. Louvers shall be protected from damage from subsequent construction operations.
D. The Contractor shall install exterior components of this Section to comply with 1.06 of this
Section.
END OF SECTION
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SECTION 11000
FACTORY TESTING
PART 1 GENERAL
1.01 SCOPE OF WORK
A. This Section describes the scope of mechanical equipment factory testing requirements to be
performed prior to shipment. In addition to testing requirements specified herein specific testing
requirements for each item of equipment shall be as specified in the detailed specifications.
B. Factory testing includes both witnessed and non-witnessed tests as specified in the detailed
specifications. However, the CONTRACTOR reserves the right to witness factory tests of any
equipment which requires Factory Testing as specified in the detailed specifications. In general,
work includes all preparations for the factory testing, the factory tests themselves and submission
of requested data and reports. In all cases, every effort shall be made to approximate the actual
operating conditions.
C. A minimum of 2 weeks notice shall be given in writing to the CONTRACTOR prior to initiation
of any testing program.
D. Factory testing of equipment shall be required where expressly specified in the detailed
specifications. Testing may be observed by up to two representatives of the CONTRACTOR
prior to shipment or storage.
E. Materials and equipment shall be tested and inspected as required by the detailed specifications
and the accepted procedure specified herein. The cost of such work shall be included in the cost
of the equipment.
1.02 SUBMITTALS
A. Each equipment manufacturer shall prepare a detailed Factory Acceptance Test procedure for
each piece of equipment. Each procedure shall be delivered in writing to the CONTRACTOR at
least 6 weeks prior to start of testing. The test procedure shall describe testing methods and
provide detailed specifications of the data to be recorded. Approval, or qualified approval,
pending mutual agreement of modification of the test procedure shall be given by the
CONTRACTOR approximately 3 weeks following receipt of the proposed procedure.
B. Certified test reports shall be submitted to the CONTRACTOR within 14 calendar days after
completion of test. The test reports shall include tabulated test results, any problems encountered
and corrective action to be taken.
,\.03 REFERENCE STANDARDS
A. Pumps shall be tested in accordance with the latest edition of Hydraulic Institute Standards
"Factory Test" unless otherwise specified herein.
B. Institute of Electric and Electronics Contractors (IEEE)
C. Occupational Safety and Health Administration (OSHA)
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D. American National Standards Institute (ANSI)
E. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION
3.01 TESTING
A. Pumps to be tested shall be completely assembled including actual variable speed drives (when
furnished) and motor to be furnished for each pump.
B. All meters, gauges and other test instruments required to perform the test shall have been
calibrated within 30 calendar days of the scheduled tests and certified calibration data shall be
provided. The CONTRACfOR may seal all instruments used during a scheduled test and
immediately forward the instrument to an independent testing laboratory for certified calibration
checks. The cost of the calibration tests shall be included in the cost of the equipment.
C. The test data required, as a minimum, to define operating range shall be as follows:
1. Suction Head
2. Discharge Head versus Flow Rate
3. Input Electrical Horsepower for Condition 2. above.
4. Speed
5. Stroke Length (where applicable)
6. Power Factor
7. Pump Efficiency
8. Drive Efficiency
D. A minimum of five data points shall be required to define an operating condition at a specified
speed or stroke setting from maximum to minimum. When testing variable capacity units a
family of curves defining five separate speeds and or stroke length from maximum to minimum
shall be required. The family of curves shall cover the entire practicable operating range. The
affinity laws shall not be used to define the family of curves.
E. Verification of design operating condition during testing shall be by direct measurement. The use
of the affinity laws for this purpose is unacceptable.
F.
Motor shall be tested as follows:
1. Every motor shall be given a routine test at the manufacturer's factory. The test shall consist
of: Running Light Current; Locked Rotor Current~ Full Load Current with and without Power
Factor Correction~ Winding Resistance; High Potential; Bearing Inspection and Measurement
of Secondary Volts at Standstill for Wound-Rotor Units.
2. Motors rated at 200 Hp or greater, shall be given complete initial tests consisting of Full-load
HeafRun; Percent Slip Running Light Current~ Locked-rotor Current; Breakdown Torque
(Calculated): Starting Torque (squirrel-cage); Winding Resistance~ High Potential;
Efficiencies at 100, 75 and 50 percent of fullload~ Bearing Inspection and measurement of
Secondary Volts at collector rings for wound-rotor units.
3. When witness tests are required in this Section, units shall be given complete initial tests and
then completely retested in the presence of the witness.
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4. Motor shop tests shall be made in accordance with the requirements of the IEEE and the
ANSI. When complete initial or witness tests are required for a group of motors of the same
type, rating and horsepower for the same application, only one unit shall be subjected to the
complete test. Other units of the group shall be given routine tests.
END OF SECTION
, -\
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SECTION 11207
CORROSION RESISTANT SUBMERSffiLE SUMP PUMPS
PART 1 GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials. equipment and incidentals to install and test complete and ready for
operation, three (3) new corrosion resistant submersible sump pumps to serve the containment area
of the Odor Control System at the South County Regional Water Treatment Plant. Sump pumps
specified herein shall be of special corrosion resistant construction.
B. Sump pumps will discharge either to the chemical trench or to the 6-inch floor drain going to the
sewer manhole. as shown on the drawings and as specified herein. The submersible sump pumps
shall be operated manually as specified herein.
C. Furnish and install necessary and desirable accessory equipment and auxiliaries, whether
specifically mentioned in this specification or not. as required for an installation incorporating the
highest standards for the type of service.
1.02 RELATED WORK
A. Concrete work is included in Division 3.
B. Painting is included iu Section 09902.
C. Mechanical piping. valves, pipe hangers and supports, including water seal system. are included in
the respective Sections of Division 15.
D. Electrical work is included under Division 16.
1.03 SUBMITTALS
A. Copies of all materials required to establish compliance with the specifications shall be submitted
in accordance with the provisions of Section 01300. Submittals shall include at least the
following:
1. Certified shop and erection drawings showing important details of construction. dimensions.
2. Descriptive literature, bulletins and/or catalogs of the equipment.
3. Data on the characteristics and performance of the pump. Data shall include certified
performance curves, based on actual shop tests of duplicate unit, which show that it meets the
specified requirements for head, capacity, efficiency, allowable NPSH, allowable suction lift
and horsepower. Curves shall be submitted on 8-II2-in by II-in sheets.
, -~ 4. The total weight of the equipment including weight of the single largest item.
5. A complete total bill of materials for all equipment.
6. A list' of the manufacturer's recommended spare parts with the manufacturer's current price for
each item. Include gaskets, packing, etc. on the list. List the bearings by the bearing
manufacturer's numbers only.
7. Complete description of surface preparation and shop prime painting.
8. Written statement from the Electrical Contractor and from the Systems Integrator that they
have reviewed the specifications and controls and have coordinated to provide as required.
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B. In the event that it is impossible to conform to certain details of the specifications due to different
manufacturing techniques, describe completely all non-conforming aspects.
C. Operation and Maintenance Data
1. Copies of an operating and maintenance instructions shall be furnished to the ENGINEER as
provided for in Section 01730. The instructions shall be prepared specifically for this
installation and shall include all required cuts, drawings, equipment lists, descriptions, etc. that
are required to instruct operating and maintenance personnel unfamiliar with such equipment.
2. A technical representative from the respective pump manufacturer who has complete
knowledge of proper operation and maintenance shall be provided for one day per system to
instruct representatives of the OWNER and the ENGINEER on proper operation and
maintenance. This work may be conducted in conjunction with the inspection of the
installation and test run as provided under Paragraph 3.02.lf there are difficulties in operation
of the equipment due to the manufacturer's design or fabrication, additional service shall be
provided at no cost to the OWNER. .
1.04 REFERENCE STANDARDS
A. American National Standard Institute (ANSI)
B. Anti-Friction Bearing Manufacturers Association (AFBMA)
C. National Electrical Manufacturers Association (NEMA)
D. National Electrical Code (NEC)
E. National Science Foundation (NSF)
F. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.05 QUALITY ASSURANCE
A. The pump covered by these Specifications is intended to be standard pumping equipment, as
modified by these Specifications, of proven ability, as manufactured by a single manufacturer,
having long experience in the production of such pump. The pump furnished shall be designed,
constructed and installed in accordance with the best practices and methods and shall operate
satisfactorily when installed as shown on the Drawings and specified herein. Pump shall be
manufactured in accordance with the standards of the Hydraulic Institute.
B. Should equipment which differs from these Specifications be offered and determined to be equal
to that specified, such equipment shall be acceptable only on the basis that any revisions in the
design and/or construction of the structure, piping, appurtenant equipment, electrical work, etc.
required to accommodate such a substitution shall be made at no cost to the OWNER and be as
approved ~y the ENGINEER.
C. The rated horsepower of the drive unit shall be such that the unit will not be overloaded nor the
service factor reduced when the pump is operated at any point on the pump's capacity curve. If,
due to the slope of the pump's performance curve, a drive unit of greater horsepower than specified
is required to meet this condition, the pump will be considered for approval only if any and all
changes in electrical work, etc, required by such a change will be provided at no additional cost to
the OWNER and be to the satisfaction of the ENGINEER.
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D. The sump pumps shall be Sethco, UD Series by Sethco Division Met Pro Corp.; Fybroc, Series
5000 by Fybroc Division Met Pro Corp. or equal.
1.06 SYSTEM DESCRIPTION
A. The sump pump shall be for the sumps as shown on the drawings. The pump shall be used for
pumping stormwater and/or chemical overflow from the scrubber vessels and shall be as shown on
the drawings. The sump pump is intended to be standard for submersible use in spilled
chemicaVdrainage handling.
B. The pump shall be a wet pit type sump pump with all materials in contact with the pumped fluid
constructed of materials resistant to solutions of sodium hypochlorite 15% and sodium hydroxide
50%. .
C. Each pump shall have a capacity of 50 gpm at 15-ft total head and shall be driven by a 1 Hp, 1750
rpm motor.
D. Each pump shall be controlled manually.
1.07 MAINTENANCE
A. One set of all special tools required for normal operation and maintenance shall be provided as
specified in Section 01730.
B. The following spare parts shall be provided:
1. One extra set of mechanical seals for each pump.
2. Two complete sets of gaskets, "O"-rings, etc for each pump.
PART 2 PRODUCTS
2.01 MATERIALS AND EQUIPMENT
A. The sump pumps shall be vertical, submerged, wet pit type, supported from the sump cover. The
pumps shall be capable of passing small solids without clogging and undue wear. All wetted parts
of the pumps shall be corrosion resistant to the solutions listed in Paragraph 1.06 above.
B. The pump casing and screen shall be constructed of CPVC, PVC or fiberglass reinforced polyester
(FRP). Separate components shall be gasketed or sealed and bolted with Hastelloy C bolts, nuts
and washers.
C. The impeller shall be of PVC, CPVC, or FRP and shall be locked to the shaft and secured by an
impeller nut. The impeller shall be concentrically positioned to prevent thrust and wear problems.
Impeller shall be open design and there shall be no close clearances between the impeller and
casmg.
'1
D. The pump column shall be of PVC, CPVC, or FRP, minimum 4-1I2-in diameter, heavy wall
construction. The column shall be in sections to provide access to intermediate bearings. Column
sections shall be joined by threaded sleeve couplings or flanges.
E. Pump shaft shall be single piece construction of Hastelloy.
1. Shaft bearings below the base plate shall be sleeve type of pure Teflon, replaceable and
arranged for fresh water flushing. Provide PVC tubing for bearing flush connections. A
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bearing shall be located above the impeller and line shaft bearings shall be provided as
required. A grease lubricated anti-friction bearing shall be provided above the base plate to
support thrust loads and radial loads.
F. The pump discharge pipe shall be of PVC minimum 1-II2-in.
G. The pump column and motor support shall be bolted to a mounting panel of reinforced linen
surfaced phenolic. All bolts, nuts and washers on or below the mounting panel shall be of
Hastelloy C.
H. The motor support cQlumn shall be ofPVC, CPVC, or FRP sized to support the motor and the
thrust bearing and bolted to the mounting panel. The support column and/or the mounting panel
shall be arranged in such a manner that the bottom of the motor will be located at least 3-ft above
the floor of the containment area, to protect the motor from flooding. Submersible motors will not
be acceptable. This shall be accomplished either by use of an extended support column, or by
provision of an extended base to support the mounting panel above the sump cover.
I. The motor shall be of speed and horsepower as specified in Paragraph 1.06 above, vertical, C base,
NEMA Design B, TEFC. The motor shall be non-overloading at any point on the pump design
curve. The motor shaft shall be connected to the pump shaft by a flexible coupling.
J. Furnish a sump frame and cover to support the pump within the sump. Sump dimensions shall be
as specified in the Drawings. Frame and cover shall be of all corrosion resistant materials. PVC,
CPVC, or fiberglass reinforced polyester. All metal fasteners shall be of Hastelloy C.
K. All parts shall be so designed and proportioned as to have liberal strength. stability and stiffness
and to be especially adapted for the work to be done. Ample room and facilities shall be provided
for inspection, repairs and adjustment.
L. Brass or stainless steel nameplates shall be permanently attached to each pump, giving name
of the manufacturer. rated capacity, speed, head, model and serial number and other pertinent
data.
2.04 SURFACE PREPARATION AND PRIME PAINTING
A. Non metallic components shall not require shop painting. The motor shall be primed and finish
painted in the manufacturer's shop with corrosion resistant paint.
PART 3
EXEClITION
3.01 INSTALLATION
A. Installation shall be in strict accordance with the manufacturer's instructions and recommendations
in the locations shown on the Drawings. Installation shall include furnishing the required oil and
grease for initial operation. The grades of oil and grease shall be in accordance with the
manufacturer's recommendations.
3.02 INSPECTION AND TESTING
A. Upon completion of installation, conduct tests, in the presence of the ENGINEER, to demonstrate that
pump operation is in conformance with this Section and that the pumps operate without excessive
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noise, vibration, or overheating. Testing shall verify the specified head and capacity. Supply all
electric power and water to conduct the field tests.
B. If the pump performance does not meet the requirements specified, corrective measures shall be
taken or the pumps shall be removed and replaced with pumps which satisfy the conditions specified,
at the Contractor's expense. The pumps shall then be retested.
END OF SECTION
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SECTION 11214
VERTICAL TURBINE CAN PUMPS
PART 1 GENERAL
1.01 SCOPE OF WORK
A. The Work included in this Contract consists of furnishing all materials and incidentals required
for the fabrication, storage and eventual delivery for three (3) vertical turbine pumps including
their respective motors as specified herein installed into three existing closed bottom cans,
which currently house Pump Nos. 1,2 and 3, at the Collier County South County Regional
Water Treatment Plant. Additionally, the existing pumps, numbers 4,5 and 6, shall be
sequentially removed, upgraded and reinstalled by the pump manufacturer.
B. All necessary and desirable accessory equipment and auxiliaries whether specifically mentioned
in this Section or not shall be furnished as required incorporating high standards for this type of
service. Also included shall be supervisory services during installation of the VFDs by others
and field-testing of each unit and instructing the regular operating personnel in the proper care,
operation and maintenance of the equipment.
C. The pumps shall be operated under variable speed conditions via variable frequency drives
(VFDs). The pump manufacturer shall be responsible for the complete pumping system
including the pumps and motors and shall coordinate the design with the manufacturer of the
variable frequency drives.
To ensure compatibility of equipment, all three new pumps (bowl assemblies) shall be identical to Pwnp
Nos. 4, 5 and 6.
1.02 RELATED WORK
A. The Pump Manufacturer will be responsible for the modification of the existing suction can
cover plates to adequately support the new larger pwnping units.
B. Summary of Work Section 01010
C. Construction Sequence Section 01014
D. Plant Startup Section 01625
E. Surface Preparation and Shop Prime Painting Section 09901
F. Painting Section 09902
.~
G. Ductile Iron Pipe and Fittings Section 15062
H. Stainless Steel Pipe and Fittings
1. Valves and Appurtenances Section 15100
J. Electrical Division 16
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1.03 SUBMITTALS
A. Submittals shall include the following:
1. Certified dimensional drawings of each item of equipment and auxiliary apparatus to be
furnished.
2. Certified foundation, pump support and anchor bolt plans and details.
3. Literature and drawings describing the equipment in sufficient detail, including parts list
and materials of construction, to indicate full conformance with the detail specifications.
4. Total weight of pumping unit and motor.
B. Design Data
1. Manufacturer's. certified rating curves, to satisfy the specified design conditions, showing
pump characteristics of discharge, head, brake horsepower, efficiency and guaranteed net
positive suction head required (NPSHR). Variable speed curves shall be prqvided showing
at least five speeds plotted equally from maximum rpm to minimum rpm. Minimum rpm
shall be no less than that required to obtain minimum flow. Curves shall show the full-
recommended range of performance and include shut-off head. This information shall be
prepared specifically for the pump proposed. Catalog sheets showing a family of curves
will not be acceptable.
C. Test Reports
1. Certified motor test data as described in this Section hereinafter.
2. Tabulated data for the drive motors including rated Hp, full load rpm, power factor and
efficiency curves at 1/2,314 and full load, service factor and kW input, including when the
pump is at its design point. Submit a certified statement from the motor manufacturer that
the motors are capable of continuous operation on the power supply from the v!lriable
frequency drives to be furnished without affecting their design life for bearings or
windings.
3. A schedule of the date of shop testing and delivery of the equipment to the job site.
4. Description of pump factory test procedures and equipment.
5. A statement that the pump will function properly as installed with respect to the suction-
piping layout as shown on the Drawings.
D. Computerized VendorlManufacturing O&M Data
The preparation of O&M manuals is a requirement of FDEP. A computerized O&M manual
will promote the efficient operation of the facility. The O&M manual will describe the system
design approach, theory of operation and specific equipment and processes employed at the
facility, and will be the tool that will assist the managers, operators, environmental compliance
staff and maintenance personnel in their decision making under normal and emergency
operating conditions.
The computerized O&M manual operates in the Windows@ environment, giving the user online
access to text and graphics. Full text search, glossary terms, and online help are standard
features on the O&M manual. All standard features of Windows@ environment are also
available the user. Since Vendor O&Ms are an important part of the computerized O&M
following minimum specifications for electronic document delivery of provided equipment,
sub-system, or system manuals apply:
1. File Format
All documents will be delivered in Adobe Acrobat Portable Document format (.pdf). The
manual shall be Searchable Image (formerly Image+ Text). The Optical Character
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. .
Recognition of the image shall be at a 95% confidence level, using Adobe Acrobat@
Capture@ 3.x or an equivalent product. The manuals shall be linked and book marked as
follows.
2. Page Format
Two page sizes will be accepted; 8 Yz inches x 11 inches in either landscape or portrait
layout and 11 inches x 17 inches in landscape layout only. The content of the pages will be
either scanned image or text and graphics converted to Adobe Acrobat pdf. Where page
content is from a scanned image, the following minimum specifications will be followed:
. Scanned Page Content:
. Resolution - 300 dpi
. Color levels
· for text only - monochrome black and white
· for text with gray tone images - 256 levels of gray
· for color images it can be 256 levels of gray, except where color is needed to
properly utilize the image in an operations and maintenance reference situation.
3. File Organization
All document files will follow the order and structure of approved printed versions of
the vendor manuals. The following outline details the specific organization how the
electronic document files will be compiled:
· A cross-reference listing of the file names and sections of the vendor manuals will be
supplied in Microsoft Excel format. The cross-reference list will include the pdf file
name, submittal number and the design specification number related to the file.
. Each pdf file will include only the pages of an individual item from the submitted
vendor manuals.
. Each pdf file will contain bookmark links in a hierarchical table format to access
information pertaining to the supplied equipment.
· No bookmark links will reference files external to the pdf file containing the
bookmark links.
· Each bookmark will access the beginning location of the related information.
4. Delivery
All files will be delivered on standard 650 MB CD-ROM. The CD-ROM will be
formatted in ISO-9660 format where each file will maintain its full name. Files names
should not be truncated to an 8-character DOS format. Each CD-ROM will be labeled
will be permanently marked with the job name, vendor name, submittal number, and
date the CD-ROM was made. A transmittal will be submitted with each CD-ROM. The
transmittal will include the CD-ROM label information and printed copy of the cross-
reference list of files contained on the CD-ROM. Two copies of each CD-ROM will be
submitted.
5. CMMS Templates
Collier County is using Operator 1O@ Plus Task Manager, ALLMax Task Manager for
its maintenance data management. The attached Microsoft Excel template has to be
completed by the vendor for all provided equipment, sub-systems, or systems. This
information will be entered into the CMMS system to allow the operator to view all
pertinent equipment information and use meter/gauge readings to produce preventive
maintenance tasks, work orders, purchase orders and create a number of reports.
E. Operations and Maintenance Training
After the equipment has been installed, tested, adjusted and placed in satisfactory operating
conditions, provide the services of a qualified representative of the manufacturer to instruct the
operating and maintenance personnel of the consultant in the use of maintenance of the
equipment. Schedule the content, duration, and dates of instruction in consultation with
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Consultant. fuclude the cost of instruction in the price of the equipment. Training shall be
provided for each type of motor and pump.
1.04 REFERENCE STANDARDS
A. Design, manufacturing and assembly of elements of the equipment specified herein shall be in
accordance with the following:
1. American Gear Manufacturers Association (AGMA)
2. American Institute of Steel Construction (AISC)
3. American Iron and Steel Institute (AISI)
4. American Society of Mechanical Engineers (ASME)
5. American Natipnal Standards fustitute (ANSI)
6. American Society for Testing Materials (ASTM)
7. American Water Works Association (A WW A)
8. American Welding Society (A WS)
9. American Bearing Manufacturers Association (ABMA)
10. Hydraulic fustitute Standards for Centrifugal, Rotary and Reciprocating Pumps; Hydraulic
fustitute, Vertical Pump Standards; and Hydraulic fustitute Test Standards, Vertical Pumps
- 2.6
11. fustitute of Electrical and Electronics Engineers (IEEE)
12. National Electrical Code (NEC)
13. National Electrical Manufacturers Association (NEMA)
14. Occupational Safety and Health Administration (OSHA)
15. The Society for Protective Coatings (SSPC)
16. Underwriters Laboratories (UL)
17. National Science Foundation (NSF)
B. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.05 QUALITY ASSURANCE
A. To assure unity of responsibility the pumps and motors shall be furnished and coordinated by
Flowserve.
B. The equipment specified herein is intended to be standard equipment of proven ability as
manufactured by concerns having extensive experience in the production of such equipment
similar to the applications stated in Paragraphs 1.01 and 1.06. Units specified herein shall be
furnished by a single manufacturer. The equipment furnished shall be designed, constructed
and installed to operate satisfactorily when installed in the existing closed bottom cans.
C. Pumps shall be installed into the existing cans. Modifications to the existing can top plates to
accept the new discharge heads shall be the responsibility of the pump manufacturer.
D. The pump manufacturer shall be fully responsible for the design, arrangement and operation of
all connected rotating components, of the assembled pumping unit mounted on a fabricated
steel base plate, to ensure that neither harmful nor damaging vibrations occur at any speed
within the specified operating range.
E. The pump manufacturer shall perform both lateral and torsional critical speed analyses to
identify and ensure that (a) the first lateral critical speed shall be at least 25 percent above the
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maximum pump speed and that (b) no torsional natural frequencies occur within a range
extending from 25 percent below to 25 percent above the specified operating speed range and
that (c) any blade excited resonant frequency shall be no closer than plus or minus 25 percent of
the natural frequency of any part of the installed assembled pumping unit. Prior to
manufacture, a statement must be forwarded to the ENGINEER indicating that the required
analyses have been made and that the specified limitations will be met.
F. Vibration, when measured in the direction of maximum amplitude at the connection between the
motor and the pump, shall not exceed the standards of the Hydraulic Institute, latest edition. at
any speed within the specified operating speed range.
G. Routine tests shall be performed on representative motors. and shall include the information
described on NEMA MGI-12.54 "Report of Test Form for Routine Tests on Induction Motors".
Efficiency shall be determined in accordance with IEEE Publication No.II2, Method B. Power
factor shall be measured on representative motors.
H. For all equipment specified herein, the manufacturer shall be ISO 9000, 9001 or 9002 certified.
1.06 SYSTEM DESCRIPTION
A. The vertical turbine can pumps will pump fmished water from the finished water storage to the
distribution system. The on/off pump operation will be controlled by the corresponding on/off
water surface levels within the storage tank and the pumps will modulate in response to a
pressure signal maintaining a constant pressure in the potable water distribution system.
1.07 DELIVERY STORAGE AND HANDLING
A. The equipment manufacturer shall hold and store the equipment until the owner is prepared for
the equipment. The manufacturer shall be responsible for the delivery of the equipment to the
Collier County South County Regional Water Treatment Plant site. The manufacturer shall be
responsible for the inspection and offloading of the Equipment upon arrival at the Collier
County site. Equipment warranties shall not begin until the equipment is installed. tested and
approved for final acceptance or 80 days after installation, whichever is sooner.
B. All parts shall be properly protected so that no damage or deterioration will occur during a
prolonged delay from the time of manufacture and shipment until installation is completed and
the unit and equipment are ready for operation.
C. The motors shall be stored in an environmentally controlled area that will maintain the humidity
to a level not detrimental to the sensitive electronic equipment and in accordance with the
recommendations of the motor manufacturer.
D.
All equipment and parts must be properly protected against any damage during shipment. If
required immediately prior to installation. the manufacturer shall store equipment in accordance
with manufacturer's recommendations.
I '~
E. Factory assembled parts and components shall not be dismantled for shipment unless
permission is received in writing from the ENGINEER.
F. The finished surfaces of all exposed flanges shall be protected by wooden or equivalent blank
flanges. strongly built and securely bolted thereto.
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.
G. Finished iron or steel surfaces not painted shall be properly protected to prevent rust and
corrosion.
H. No shipment shall be made until approved by the ENGINEER in writing.
1. For protection of bearings during storage, shipment and installation, the bearing shall be
properly processed. Anti-friction bearings, if pre-lubricated, shall be protected in accordance
with the bearing manufacturer's recommendations against formation of rust during a long period
of storage while awaiting completion of installation and start-up of the machine in which they
are used. Anti-friction bearings which are not pre-lubricated shall be properly treated in
accordance with the bearing manufacturer's recommendation against formation of rust during a
long period of storage while waiting completion of installation and start-up by the application
of Exxon, Rust-Ban No. 392 or equal treatment.
1.08 MAINTENANCE
A. Any special tools (including grease guns or other lubricating devices), which may be necessary
for the adjustment, operation and maintenance of any equipment, shall be furnished with the
respective equipment.
B. Tools shall be furnished in heavy steel toolboxes complete with lock and duplicate keys.
C. Furnish the following spare parts for each pump.
1. One set of all special bolts, nuts and impeller lock collets.
2. One set of all pump shaft and driver bearings.
3. One mechanical seal repair kit.
4. One quart of enclosure touch-up paint.
- -.;;
1.09 WARRANTY
A 2-year basic warranty shall be provided on all equipment from the date of final acceptance of
installation. Warranty start date shall not be longer than 180 days after complete installation. If
the equipment should fail during the warranty period due to a defective part(s), it shall be
replaced in the machine and the unit(s) restored to service at no additional cost to the Owner.
A. The manufacturer and the County shall conduct an annual inspection of the equipment and
accessories to determine the status of the product. A first anniversary inspection will be
scheduled by the County the 11 th month following acceptance of the work. Inspection personnel
shall include the CONTRAcrOR, the technical representative of the pump manufacturer and the
County's inspector. The County will schedule a final inspection prior to the end of the second
(2nd) year warranty period. After each inspection the pump manufacturer shall furnish a written
report to the County describing the condition of the equipment. Any remedial work necessary
under this warranty shall be completed within 45 days of the inspection date.
1.10 ADDITIONAL WARRANTY REQUIREMENTS
The equipment manufacturer shall also bid, as a separate line item in the procurement bid
documents the following additional equipment warranty requirements. The Collier County
Government may accept or choose not to accept the additional warranty services, and remove
this line item from the bid procurement document.
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A. Vertical turbine pumps and motors
1. Concurrent with the basic warranty period as specified in Paragraph 1.09-, the equipment
manufacturer shall warrant the pumping equipment for each time period or duration of actual
operational running time, whichever occurs first, participating in the cost of repair or
replacement, in accordance with the following schedule:
Warranty Time after Startup of Time of Actual Pump Manufacturer's Share
Period Pumping Equipment Operation of Cost of Repair or
(Months) (Hours) Replacement
(Percent)
No. 1 0-24 0-3,000.0 100
No.2 25 - 45 3,000.1 - 6,500.0 50
No.3 46-66 6,500.1 -10,000.0 25
2. The warranty shall cover defects in workmanship and material and cover all costs for both
labor and parts required to inspect and repair pumping equipment delivered to the pump
manufacturer's authorized repair and maintenance service center. During the basic warranty
period required by Paragraph 1.09 and Warranty Period No.1, the Manufacturer shall be
responsible for removing and reinstalling the pumping equipment in the existing pump
can(s). The Manufacturer shall be responsible for removal and reinstallation of the pump
power and control cables and all transportation or shipping costs for delivery of the pumping
equipment to a service center and return to the pump station site during Warranty Period No.
1. If warranty service is required after Warranty Period No.1, the Manufacturer shall be
responsible for all transportation or shipping costs for delivery of the pumping equipment to
the service center and return to the site.
3. The Manufacturer's obligation under this warranty shall be to repair or replace the defective
pump and motor at the prorated share of cost stated above, exclusive of any shipping costs
for which the Manufacturer is responsible as stated above.
B.
Agreement to Warranty Conditions
1. The Manufacturer shall, as part of the required shop drawing and product submittal date,
deliver a certified statement of agreement to the above-listed conditions of warranty for
equipment and materials to be supplied and installed under this Section of the Specifications.
If this agreement is not submitted, the equipment shall not be approved for use in the Work.
2. A typewritten or printed copy of the product warranty(ies), including the above provisions
and applicable dates of commencement and expiration of each warranty period, shall be
supplied with other required product data.
c.
Spare Parts
';'
In addition to the above and as part of these additional warranty requirements, the equipment
manufacturer of the vertical turbine pumps and motors shall provide a $1,000.00 allowance for
each of the three pumping units, which shall be included in the bid price for additional spare
parts to be selected by the Owner. A complete spare parts list, including each component
furnished shall be submitted with the Operation and Maintenance Manuals. The list shall
include the Manufacturer's current price, guaranteed for three years from the acceptance of
installation.
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PART 2 PRODUCTS
2.01 GENERAL
A. The pumping units shall all be manufactured and supplied by Flowserve and Flowserve
approved vendors and shall be complete including pumps, motors, and appurtenances such as,
but not limited to, couplings, guards and gauges.
B. The pumps and motors shall be designed and built for 24-hour continuous service at any and all
points within the required range of operation, without overheating, without cavitation, and
without excessive vibration or strain. All parts shall be so designed and proportioned as to have
liberal strength, sta1?ility and stiffness and to be especially constructed to meet the specified
requirements. All fabricated pressure containing components of steel piping and pumps shall
be constructed with a 3/8' minimum wall thickness. Ample room and facilities shall be provided
for inspection, repairs and adjustment.
C. All necessary new foundation bolts, nuts and washers shall be furnished and shall be Type 316
stainless steel.
D. Each major piece of equipment shall be furnished with a stainless steel nameplate(with
embossed data) securely mounted to the body of the equipment. As a minimum, the nameplate
for the pumps shall include the manufacturer's name and model number, serial number, rated
flow capacity, head, speed and all other pertinent data. As a minimum, nameplates for motors
shall include the manufacturer's name and model number, serial number, horsepower, speed,
input voltage, amps, number of cycles and power and service factors.
E. All equipment to be furnished under this Contract, unless specified otherwise in the technical
specifications, shall be designed to ensure that the sound pressure level does not exceed [85]
decibels over a frequency range of 37.8 to 9600 cycles per second at a distance of 3-ft from any
portion of the equipment, under any load condition, when tested using standard equipment and
methods. Noise levels shall include the noise from the motor. Mufflers or external baffles shall
not be acceptable for the purpose of reducing noise. Data on noise levels shall be included with
the shop drawing submittal..
2.02 CONDITIONS OF OPERA nON
A. The pumps shall be Model 15HH340-4 by Flowserve (formerly Worthington), and shall be
hydraulic duplicates of the existing pumps. The pumps bowl assemblies within each service
type shall be identical in every respect with all parts interchangeable.
B. Each pump shall be designed for the conditions of service tabulated as follows and shall operate
within the system head curves as appended. All pumps shall have a rising head capacity curve
for stable pump operation from the minimum head operating point to the shut-off head.
1. Service: Finished Water
2. Number of pumps: 3 Duty: 2 Standby: I
3. Liquid: Finished Water
4. Maximum temperature (degree F): 80
5. Maximum Motor Speed (rpm) 1800
6. Minimum Motor Speed (rpm) 1350
7. Column Size (inches) 12
8. Discharge Size (inches) 16
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9. Pump Shut Off Head at Design Speed (feet)
10. Minimum Pump Shaft Diameter (in.)
11. Primary Capacity (gpm)
12. Minimum TDH at Primary Capacity (feet)
13. Minimum pump Efficiency at Primary Capacity (%)
14. Design capacity (gpm):
15. Design total head (TH)(ft):
16. Minimum efficiency at design point (percent):
17. Secondary Capacity (gpm)
18. Secondary TDH(ft)
19. Minimum efficiency at Secondary Capacity (percent):
20. Non-overloaded motor HP:
lOF
.
480
2.19
3,250
280
83
3750
240
81
4,250
176
70
300
C. Where total head (TH)is referred to in conjunction with the specified discharge requirements, it
shall be understood to consist of the sum of the pressure head plus the velocity head, in feet, at
the discharge nozzle of the pump minus the pressure head and the velocity head at the suction
nozzle of the can. The efficiency of the pump shall be understood to be based upon total head
as just defined.
D. The pumps shall operate throughout the entire operating range, within the vibration limitations
specified in Paragraph 1.05F above.
2.03 PUMP CONSTRUCfION
A. Vertical turbine line-shaft pumps shall be self-lubricated, completely equipped with motor
support and head shaft steady bushing and shall conform to A WW A E101, Vertical Turbine
Pumps, where not in conflict with the specific requirements specified herein.
B. Pump bowls, including suction bell, shall be ASTM A48, Class 30 cast iron, flanged and bolted
construction with bronze bearings. Bronze bowl wear-rings shall be furnished
C. Each impeller shall be cast bronze, ASTM B584 (certified analysis of the impeller pour metal
required); enclosed type; statically and dynamically balanced and complete with bronze wear
ring. Impeller shall be coated with Belzona Super Metalglide 2 part epoxy.
D. Impeller shafts and couplings shall be Type 416 stainless steel. Collets and locknuts shall be
Type 316 stainless steel.
E. Line shafts and couplings shall be Type 416 stainless steel and shall be field replaceable.
F. The pump line-shaft and top shaft each shall be one-piece solid shaft construction with
self-tightening threaded connecting stainless steel couplings with a top shaft impeller adjustment
nut, including locking screw. The motor shall incorporate a non-reverse ratchet. The pump and
, .~ motor shaft sections shall be joined with a shaft coupling located above the stuffing box and
positioned to be easily removable through the discharge head openings.
G. Pump Discharge Head
1. The discharge head shall be fabricated steel with plain end and Dresser Coupling restraint
lugs. The 'L" Type discharge head design shall have a 16" plain end connection. It shall be
the manufacturer's responsibility to ensure that the centerline of the pump discharge
matches the centerline of the discharge header.
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2. The discharge head shall include a stuffing box and have extra large openings for pump
adjustment and seal maintenance. It shall also include a suitably sized drain connection, a
continuous bypass to maintain low stuffing box pressure and to assure positive stuffing box
bushing lubrication, a 114-in tap for the discharge pressure gauge and manual air release of
the can through the discharge head baseflange, each with stainless steel pipe nipples and
T-handle cock and bolts and nuts. A I" minimum tap for an air valve shall be provided.
3. The base of the discharge head shall be machined to match the drilling of the top suction
can flange as selected by the pump manufacturer.
4. The top of the discharge head shall have a registered fit for mounting driving motor.
H. For New Pumps 1,2 and 3 it shall be the responsibility of the pump manufacturer to design and
execute the modifica!ions to the existing cans with new supporting sole plates of fabricated steel
plate with tapped holes for bolting down pump discharge head. The pump manufacturer shall
recommend and furnish the size and number of all bolts, nuts, washers and anchor bolts. The top
of the sole plate shall be machined to mate with the discharge head base plate. The pump
manufacturer shall determine the dimensions and thickness of this sole plate required to connect
to the existing discharge manifold as shown on the drawings. The Pump Manufacturer will be
required to provide the new can top plate machined to a level tolerance of .002 inch per foot.
I. For Existing Pumps 4,5 and 6 it shall be the responsibility of the Pump Manufacturer to remove
the existing pumps, megger the motors and report findings, disassemble pumps and Belzona coat
the existing impellers, sandblast and paint existing bowls, colwnn adapters, baseplates and
discharge heads, reassemble and reinstall finished pumps and motors. He shall also inspect and
report on condition of existing cans and discharge head mounting surfaces and make repairs or
recondition as agreed upon by ENGINEER and place pumps back into service. NOTE: The can
shall be repaired with a welded 11 gauge stainless steel liner if the wall thickness
(after sandblasting) is less than 30% of the original wall thickness or 0.26 inches. This
requirement will be the criteria for evaluation and repair of all the existing suction cans being
inspected.
J. The construction of the pumps, position and number of column pipe flanges shall be such that
the pumps can be readily installed and removed for repairs. The headroom of the existing
building requires that proper care be exercised in removal and reinstallation of the equipment.
K. Each pump shall be equipped with a discharge pressure gauge. Pressure gauges shall be bronze
bourdon tube SOLFRUNT Duraguage Series 1980 Black Phenol Turret type with Type 316
stainless steel rack and pinion movement or equal. The gauges shall be glycerin filled. Gauges
shall be calibrated from 0 to 60 psig for suction service and 0 to 100 psig for discharge service.
Gauges shall be 4-1I2-inch diameter furnished with 1I4-inch inlet. All fittings and cocks shall be
stainless steel. Pressure gauges shall be furnished with isolating pulsation dampeners.
L. The natural frequency of the assembled pump and its supporting structure shall be at least 25
percent higher than the maximum pump speed.
2.04 PUMP DRIVE SYSTEM
A. Each pump shall be driven by a vertical variable speed hollow shaft squirrel cage induction
electric motor with speed (range) and maximum horsepower and speed as specified in
Paragraph 2.02 and with total enclosed fan-cooled enclosure and include a thrust bearing
capable of handing both the mechanical and hydraulic thrust of the pump.
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B. The pump motors shall be suitable for driving the pumps continuously over the entire pumping
range. The pump manufacturer shall furnish the pump motors. The motors shall be constructed
and guaranteed to withstand runaway reverse speed equal to 150 percent of synchronous speed
or the runaway speed that would occur at an applied head of 240-ft, whichever is higher.
C. Each pump shall be directly connected to its driver by means of a lineshaft coupling; the hollow
shaft motor shall include a steady bushing.
D. Motors shall be severe duty, VHS squirrel cage induction type NEMA Design B suitable for
continuous duty. Motors shall be totally enclosed fan cooled (TEFC).
E. Motors shall be rated 460 Volts, 3 Phase, 60 Hz AC, minimum efficiency of 94.8 percent, and
rated for inverter duty in, accordance with NEMA MG-l, 2003 Part 31. Each motor shall have a
1.15 service factor at the Class B Temperature Rise.
F. The motors shall be built in accordance with current NEMA, IEEE, ANSI and AFBMA
standards. Motors shall be of the type and quality described. by this Section, fully capable of
performing in accordance with Manufacturer's nameplate rating, and free from defective
material and workmanship.
G. The motors shall be sufficient size for the duty to be performed and shall not exceed their full-
rated load when the driven equipment is operating at specified capacity and over the operational
range. The motors shall not be overloaded at any discharge condition. The motor shall not be
required to deliver more than its rated nameplate horsepower, at the 1.0 service factor, under any
condition ofloading (i.e. although a 1.15 service factor is required, it may not be used under any
condition).
H. Each motor shall develop ample torque for its required service throughout its acceleration range
at a voltage 10 percent below nameplate rating.
I. The motor manufacturer's nameplates shall be engraved or embossed on stainless steel and
fastened to the motor frame with stainless steel screws or drive pins. Nameplates shall indicate
clearly all of the items of infonnation enumerated in NEMA Standard MGI-IO.38 or
MGI-20.60, as applicable.
J.
Each motor shall be equipped with space heaters to prevent moisture condensation when the
motor is not in service. The space heaters shall be of adequate capacity to maintain the
temperature of the motor sufficiently above the dew point at all times. Heaters shall be of the
cartridge or flexible wrap around type installed within the motor enclosure adjacent to core
iron. Heaters shall be rated for 120 Volt, single phase with wattage as required. The heater
wattage and voltage shall be embossed on the motor nameplate. Power leads for heaters shall be
brought out at the motor accessory lead junction box. Space heaters shall be deenergized when
the motor is in operation.
f .~
K. The Motprs shall have vacuum pressure impregnated (VPI) epoxy insulation for moisture
resistance.
L. Squirrel-cage rotors shall be made from high-grade steel laminations adequately fastened
together and to the shaft, or shall be cast aluminum or bar-type construction with brazed end
rings.
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M. The motors shall be of the premium efficiency and high power factor type. Motors shall be the
corrosion resistant type conforming to motors designated as "Corro-Duty" by U.S. Motors.
N. Motors shall have normal or high starting torque (as required), low starting current (not to
exceed 650 percent full load current), and low slip.
O. Motors shall have a Class F non hygroscopic insulation system but shall be limited to Class B
Temperature-Rise, at 1.15 service factor.
._.~
P. Motors shall have a final coating of chemical resistant corrosion and fungus protective epoxy
fortified enamel finish sprayed over red primer over all interior and exterior surlaces. Stator
bore and rotor of all. motors shall be epoxy coated.
Q. All fittings, bolts, nuts, and screws shall be plated to resist corrosion. Bolts and nuts shall have
hex heads.
R. All machine surfaces shall be coated with rust inhibiter for easy disassembly.
S. Conduit box shall be split from top to bottom and shall be capable of being rotated to four 90
degree positions. Synthetic rubber-like gaskets shall be provided between the frame and the
conduit box and sealed with a non-wicking, non-hygroscopic insulating material. A frame
mounted pad with drilled and tapped hole, not less than 1/4-inch diameter, shall be provided
inside the conduit box for motor frame grounding. All motor conduit boxes shall be provided
with the correct number of conduit openings sized as indicated on the drawings. cr's for surge
and overload protection shall be located inside the conduit/termination boxes. Boxes shall be
suitably sized for conductor bending, cr's, and terminations.
- ~.
T. A thermal switch type temperature sensor shall be furnished for each motor. The thermal
switch shall have a N.O. and N.C. contact available. Leads shall terminate in the accessory
conduit box.
U. The bearing shall be oil lubricated ant-friction type with an AFBMA average life of 20 years.
Each bearing shall be equipped with a 100 ohm platinum resistance temperature detector with
leads brought to the low-voltage terminal box.
V. Low voltage, three phase motors shall be manufactured by U.S. Motors.
2.05 SHOP TESTS
A. The ENGINEER shall review the factory test data for pumps to be furnished under this Section
prior to their shipment from place of manufacture.
B. Each pump shall be factory tested with a Standard Performance Test as described in Hydraulic
Institute Test Standards, Vertical Pumps - 2.6 for vertical turbine pumps and all test data
submitted for approval by the ENGINEER prior to shipment. Certified copies of the calculated
anticipated pump field performance curves shall be submitted including head, capacity,
efficiency, total brake horsepower, NPSH and required submergence.
C. The discharge head, bowl and can assembly of each pump shall be hydrostatically tested in full
compliance with the Hydraulic Institute Test Standards, Vertical Pumps - 2.6.
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D. Pump motor tests and variable speed drive tests as specified hereinafter shall be submitted for
approval by the ENGINEER prior to shipment.
E. One pump shall be factory tested at three additional equally spaced speeds between minimum
and maximum speeds.
2.06 SURFACE PREPARATION AND SHOP PRIME PAINTING
A. The exterior of the pump head shall blast cleaned in accordance with SSPC-SP-6 immediately
prior to priming. The prime coat shall be spray applied to a dry film thickness of 3.0 - 4.0 mils
with 66-1211 Epoxyline Primer by Tnemec Co. or equal by Ameron, Carboline or equal. .
B. All interior and exterior wetted surfaces of pump columns, and discharge and the exterior of the
bowl assemblies shall be cleaned blast cleaned in accordance with SSPC-SP-lO and painted
with an NSF approved, Polyamidoamine Epoxy coating equal to Pota-Pox Plus, Series 140, by
Tnemec Co., in accordance with paint manufacturer's instructions.
C. All coatings on wetted surfaces shall meet NSF 61 Certification for use with drinking water
systems. Surface preparation shall conform to the coating manufacturer's recommendations.
PART 3 EXECUTION
3.01 PREPARATION
A. Coordinate with other trades, equipment and systems to the fullest extent possible.
B. Take all necessary measurements in the field to determine the exact dimensions for all work and
the required sizes of all equipment under this Contract. All pertinent data and dimensions shall
be verified.
3.02 INSTALLATION
A. The Pump Manufacturer shall install all pumps and motors to the latest manufacturers standards
and those of the Hydraulic Institute, latest edition.
B. The Pump Manufacturer shall supply the services of a factory representative to supervise the
completed pump installation to the satisfaction of the ENGINEER.
. ~~
C. The pump manufacturer's qualified supervisory services, including manufacturer's engineering
representatives, shall be provided to ensure that the work is done in a manner fully approved by
the respective equipment manufacturer. The pump manufacturer's representative shall
specifically supervise the installation and alignment of the pump with the driver, the grouting,
the alignment of the connecting piping and the installation of the field installed packing. If
there are difficulties in the start-up or operation of the equipment due to the manufacturer's
design or fabrication, additional service shall be provided at no additional cost to the Owner.
Services' of the manufacturer's representatives and training shall be provided when the first
pump is started, with follow-up visits upon start-up of each subsequent pump.
D. A certificate from the equipment manufacturer shall be submitted stating that their installation
of their equipment is satisfactory, that the equipment is ready for operation and that the Owner's
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operating personnel have been suitably instructed in the operation, lubrication and care of each
unit.
3.03 FIELD TESTS
A. In the presence of the ENGINEER such tests as necessary to indicate that the pumps, motors,
and variable speed drives conform to the efficiencies and operating conditions specified shall be
performed. A 30-day operating period of the pumps will be required before acceptance. If a
pump performance does not meet the specified requirements, corrective measures shall be taken
or the pump shall be removed and replaced with a pump that satisfies the conditions specified.
All test procedures shall be in accordance with factory test procedures specified above and
certified results of tests shall be submitted. Provide, calibrate and install all temporary gauges
and meters, make necessary tapped holes in the pipes, and install all temporary piping and
wiring required for the field acceptance tests. Written test procedures shall be submitted to the
ENGINEER for approval 30 days prior to testing.
B. After installation and as soon as conditions permit full speed operation, retain the services of a
qualified independent mechanical testing firm to perform a detailed vibration signature analysis
of each unit, including both "Bump Tests" and X-Y vibration profiles, to (a) prove compliance
with the specified vibration limitations and (b) prove there are no field installed resonant
conditions due to misalignment, the foundation, or the connecting piping and its supports, when
operating at any speed within the specified operating range. A written report shall be submitted
including a sketch of the unit indicating on where and in which direction the vibration readings
were taken and recorded showing (a) peak-to-peak displacement, in mils, (b) frequency and (c)
peak velocity level, in inches per second. The report shall contain a complete analysis of their
findings, describing any problems encountered, if any, probable cause and specific
recommendations for any required corrective action.
C. If required, take corrective action and have the units retested to ensure full compliance with the
specified requirements. All costs associated with the field tests or any required corrective
action shall be borne by the Installation CONTRACTOR.
D. The v~bration analysis indicated above shall be repeated 6 months after signature testing. A
report shall be prepared comparing the results of the 6-month tests with the results of the
signature tests. Significant worsening of the vibration, to be determined by the ENGINEER,
during the 6-month tests shall require corrective action and retesting.
END OF SECTION
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.
SECfION 11244
CHLORINATION SYSTEM UPGRADE
PART 1 GENERAL
1.01 SCOPEOFWORK
A. Furnish all labor, materials, equipment and incidentals required and install complete, ready for
operation and field test the cWorination scale system as shown on the Drawings and as specified
herein. The work includes the relocation of the existing six-container scale to replace an existing
4-container chlorine ~cale of the existing cWorination system at the Collier County South Water
Treatment Plant (South WTP) and construction/installation of a new seven-container cWorination
system at the CWorine Building.
B. This Section is intended to give a general description of what is required, but does not cover
details of construction which may vary in accordance with the exact requirements of the
equipment as offered. It is, however, intended to include the furnishing, shop testing, delivery,
installation, supervision and field testing of all materials, equipment and appurtenances for the
chlorination equipment as herein specified, whether specifically mentioned in this Section or not.
Also included in this Section is the instruction of the regular operating personnel in the care,
operation and maintenance of all equipment.
C. All necessary accessory equipment and auxiliaries required for the proper functioning of the
chlorination system installation incorporating the highest degree of standards for the specified
type of service shall be furnished by the chlorine scale system supplier whether or not
specifically mentioned in this Section or whether or not shown on the Drawings.
D. The required work includes the following generally described actions:
I. Remove and temporarily store the following equipment, all of which currently utilized in the
South WTP chlorination system: one 6-container chlorine scale (the existing "six-pack"
system) with associated weight indication, weight indicating transmitter.
2. Refurbish said equipment as specifically recommended by the technical representative of
manufacturer and specified herein.
3. Relocate existing and install new chlorine scale system equipment in a existing chlorine scale
room located in the Chlorination Building.
4. Commission, test, and ready for operation the chlorine scale and feed system.
5. Sequencing of the work shall be as specified in Construction Sequencing, Section 01014.
1.02
COMPUTERIZED VENDORlMANUFACTURING O&M DATA
1 -i,
The preparation of O&M manuals is a requirement of FDEP. A computerized O&M manual will
promote the efficient operation of the facility. The O&M manual will describe the system design
approach, theory of operation and specific equipment and processes employed at the facility, and
will be the tool that will assist the managers, operators, environmental compliance staff and
maintenance personnel in their decision making under normal and emergency operating
conditions.
The computerized O&M manual operates in the Windows@ environment, giving the user online
access to text and graphics. Full text search, glossary terms, and online help are standard features
on the O&M manual. All standard features of Windows@ environment are also available the
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user. Since Vendor O&Ms are an important part of the computerized O&M following minimum
specifications for electronic document delivery of provided equipment, sub-system, or system
manuals apply:
A. File Format
All documents will be delivered in Adobe Acrobat Portable Document format (.pdt). The manual
shall be Searchable hnage (formerly Image+ Text). The Optical Character Recognition of the
image shall be at a 95% confidence level, using Adobe Acrobat@Capture@ 3.x or an equivalent
product. The manuals shall be linked and book marked as follows.
B. Page Format
Two page sizes will be accepted; 8 Y2 inches x 11 inches in either landscape or portrait layout and
11 inches x 17 inches in landscape layout only. The content of the pages will be either scanned
image or text and graphics converted to Adobe Acrobat pdf. Where page content is from a
scanned image, the following minimum specifications will be followed: resolution - 300 dpi,
color levels for text only - monochrome black and white, for text with gray tone images - 256
levels of gray, and for color images it can be 256 levels of gray, except where color is needed to
properly utilize the image in an operations and maintenance reference situation.
C. File Organization
All document files will follow the order and structure of approved printed versions of the vendor
manuals. The following outline details the specific organization how the electronic document
files will be compiled:
1. A cross-reference listing of the file names and sections of the vendor manuals will be
supplied in Microsoft Excel format. The cross-reference list will include the pdf file name,
submittal number and the design specification number related to the file.
2. Each pdf file will include only the pages of an individual item from the submitted vendor
manuals.
3. Each pdf file will contain bookmark links in a hierarchical table format to access information
pertaining to the supplied equipment. No bookmark links will reference files external to the
pdf file containing the bookmark links. Each bookmark will access the beginning location of
the related information.
D. Delivery
All files will be delivered on standard 650 MB CD-ROM. The CD-ROM will be formatted in
ISO-9660 format where each file will maintain its full name. Files names should not be truncated
to an 8-character DOS format. Each CD-ROM will be labeled will be permanently marked with
the job name, vendor name, submittal number, and date the CD-ROM was made. A transmittal
will be submitted with each CD-ROM. The transmittal will include the CD-ROM label
information and printed copy of the cross-reference list of files contained on the CD-ROM. Two
copies of each CD-ROM will be submitted.
E. CMMS Templates
Collier County is using Operator 1O@ Plus Task Manager, ALLMax Task Manager for its
maintenance data management. The attached Microsoft Excel template has to be completed by
the vendor for all provided equipment, sub-systems, or systems. This information will be entered
into the CMMS system to allow the operator to view all pertinent equipment information and use
meter/gauge readings to produce preventive maintenance tasks, work orders, purchase orders and
create a number of reports.
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1.03 RELATED WORK
A. Instrumentation and control work, except as specified herein, is included in Division 13.
Instrumentation and controls provided in this section shall adhere to Instrumentation and Control
Specifications Sections in Division 13.
1.04 SUBMITTALS
A. Submit shop drawings showing details of fabrication and erection of all materials and equipment
furnished under this Section.
1.05 REFERENCE STANDARDS
A. American Society of Mechanical Engineers (ASME)
B. National Electrical Manufacturers Association (NEMA)
C. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.06 QUALITY ASSURANCE
A. The cWorine scale system supplier. hereinafter referenced as "manufacturer", shall furnish the
services of competent factory representatives familiar with the installation of the respective
equipment furnished to supervise the installation of each piece of equipment as required. In
addition the cWorine scale systems manufacturer shall furnish the services of a competent factory
representative familiar with the operation and maintenance of each type of unit furnished to
instruct plant personnel in the proper care, maintenance and operation of each type of unit.
B. Unless otherwise specifically directed by the OWNER or ENGINEER, no equipment, piping,
valves, instrumentation, controls, or other appurtenances used in the existing chlorination system.
excepting those items specifically designated in Paragraph 1.01D, shall be reused or incorporated
into the new chlorination system.
C. All refurbishment of existing equipment to be reinstalled into the new chlorination system shall
be as specifically recommended by the technical representative described in Paragraph 1.08
below.
1.07 SYSTEM DESCRIPTION
A. All of the equipment specified herein shall be furnished by a single manufacturer and shall be as
manufactured or supplied by Metroscale, Inc. or equal in complete conformity with this Section.
The proper functioning of the cWorine scale system shall be the sole responsibility of the
manufacturer.
.....
~
B. Liquid chlorine is delivered in I-ton containers (gross weight 3300 to 3650 Ibs). Currently ten,
I-ton containers located on two scales (six containers on one scale constituting a bank. and four
on two, two-container scales constituting another). Under normal operating conditions, six I-ton
containers discharge cWorine gas to the cWorinators through the automatic switchoverl vacuum
regulator unit. The automatic switchoverlvacuum regulator unit converts pressurized cWorine
gas flow to a vacuum cWorine gas flow and provide automatic switchover from the active bank.
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of containers to the standby bank of containers upon depletion of the chlorine in the active bank
of containers. The chlorinator controllers automatically adjust the flow of chlorine gas and are
flow-paced. From the chlorinators, chlorine gas is routed to injectors where the chlorine gas is
mixed with water supplied from a booster pump. The resulting chlorine solution is metered
through rotometers for application at points within the water treatment plant. In the current
work, the existing six-container scale system will be replaced with a new, seven-container
system. The existing six-container scale system will relocated from its current location to
occupy the space currently occupied by the existing four-cylinder scale system. The existing
four-cylinder scale system will be retained by the County.
C. Operating water for the chlorinators will be supplied from a booster pump using the protected
domestic water supply.
D. All of the equipment specified herein is intended to be standard equipment for us~ in a
chlorination system and shall include, but not be limited to:
1. Equipment Description/Quantity.
a. One, six-container scales for weighing chlorine containers (existing equipment)
b. One, seven-container scale for weighing chlorine containers (new equipment)
1.08 STORAGE AND DELIVERY
A. The equipment manufacturer shall hold and store the equipment until the installation
CONTRACTOR is prepared to install the equipment. The manufacturer shall be responsible for
the delivery of the equipment to the Collier County South County Regional Water Treatment
Plant site. The installation CONTRACTOR shall be responsible for the inspection and offloading
of the Equipment upon arrival at the Collier County site. Equipment warranties shall not began
until the date of final acceptance of the installation.
B. All parts shall be properly protected so that no damage or deterioration will occur during a
prolonged delay from the time of manufacture and shipment until installation is completed and
the unit and equipment are ready for operation.
C. All equipment and parts must be properly protected against any damage during shipment.
D. Factory assembled parts and components shall not be dismantled for shipment unless permission
is received in writing from the ENGINEER.
E. Finished iron or steel surfaces not painted shall be properly protected to prevent rust and
corrosion.
F. No shipment shall be made until approved by the ENGINEER in writing.
J.09 MAINTENANCE
A. Tools and Spare Parts
1. Each piece of new equipment shall be furnished with the manufacturer's recommended spare
parts.
2. Furnish all special tools and spare parts in containers clearly identified with indelible
markings as to their contents. Each container shall be packed with its contents protected for
storage. All tools shall be furnished in steel tool boxes.
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3. The following spare parts shall be furnished in addition to the parts necessary for
refurbishment of the various pieces of equipment as specified herein:
a. None recommended or required.
1.10 SPECIAL SERVICES
A. CONTRACfOR shall retain the services of a technical representative of manufacturer or their
authorized local manufacturer's representative to inspect all equipment designated for
refurbishment and reinstallation as to the condition of the equipment. Technical representative
shall provide a written analysis and specific recommendations concerning equipment
refurbishment or rehabilitation including parts or kit numbers and procedures to the
CONTRACTOR, OWNER, and ENGINEER.
1.11 WARRANTY
A. The equipment shall be warranted for a period of two (2) years from date of final acceptance of
installation to be free from defects in workmanship, design or materials. If the equipment should
fail during the warranty period because of a defective part(s), it shall be replaced and the unit
restored to service at no additional cost to the OWNER.
1.12 ADDITIONAL WARRANTY REQUIREMENTS
The equipment manufacturer shall also bid, as a separate line item in the procurement bid
documents, the following additional equipment warranty requirements. The Collier County
Government may accept or choose not to accept the additional warranty services, and remove
this line item from the bid procurement document.
A. Seven (7) One Ton Chlorine Scale System
1. Concurrent with the basic warranty period as specified in Paragraph 1.10, the equipment
manufacturer shall warrant the above referenced chlorine scale equipment for an additional
three (3) years, for a total warranty period of five (5) years.
2. The warranty shall cover defects in workmanship and material and cover all costs for both
labor and parts required to inspect and repair the chlorine scale equipment delivered to the
chlorine scale manufacturer's authorized repair and maintenance service center. During the
basic warranty period, required by Paragraph 1.10, the manufacturer shall be responsible for
removing and reinstalling the defective chlorine scale into the proper location. The
manufacturer shall be responsible for all transportation or shipping costs for delivery of the
chlorine scale equipment to a service center and return to the Collier County South County
Regional Water Treatment Plant site during the entire five (5) additional warranty period.
3. The manufacturer's obligation under this additional warranty period shall be to repair or
replace the chlorine scale equipment as stated above, exclusive of any shipping costs for
which the manufacturer is responsible, as stated above.
'-i
B. Agreement to Warranty Conditions
1. The Manufacturer shall, as part of the required shop drawing and product submittal date,
deliver a certified statement of agreement to the above-listed conditions of warranty for
equipment and materials to be supplied and installed under this Section of the Specifications.
If this agreement is not submitted, the equipment shall not be approved for use in the Work.
2. A typewritten or printed copy of the product warranty(ies), including the above provisions
and applicable dates of commencement and expiration of each warranty period, shall be
supplied with other required product data.
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PART 2 PRODUCTS
2.01 NEW CHLORINE WEIGH SCALES
A. Provide one new weigh scale of the full electronic load-cell type. The frame shall be epoxy
finished and sized to accept seven, 2,OOO-pound chlorine containers with a gross capacity of
40,000 lbs. Weigh scale shall be of such a size that it is within the dimensions of the supported
containers and will provide a minimum 42-inch clear walk space for access per OSHA.
B. Scales shall have heavy duty, bushed bearing trunnions for each container.
C. Scale weight indicators shall be suitable for remote wall-mounted installation. Indicator shall
read zero to 40,000 pounds for chlorine on a minimum 4-digit, 112-in high digital ~isplay with
provision for tare adjustment. Indicator accuracy shall be better than 1/2 percent of full scale.
Enclosure shall be rated NEMA 4X. Indicator shall operate on 120 Volt, 60 Hz power with zero
memory reference on power failure. Manufacturer shall verify in writing to ENGINEER and
OWNER that existing indicators are adequately sized and calibrated to accommodate the
increased chlorine storage capacity.
D. The combined weighbridge and cradle frame structure shall have the required number of heavy
duty roller trunnions installed for the seven chlorine cylinders, to allow easy cylinder rotation.
E. Scales shall be Metroscale Model 23754 or equal with Fairbanks 2300 Series Indicator.
F. Install new chlorine weigh scales as per manufacturer's recommendation as shown on the
Drawings in the Chlorine Storage Area of the Chlorine Building.
2.02 EXISTING CHLORINE WEIGH SCALES
A. Remove and relocate the existing six-ton container chlorine weigh scales and associated weight
indicators and instrumentation as shown on the Drawings in the Chlorine Storage Area of the
Chlorine Building.
B. CONTRACfOR shall perform the removal, storage, and reinstallation work as per the specific
recommendation of the manufacturer of the existing weigh scales.
2.03 TON CONTAINER TRUNNIONS
A. The ton container trunnions shall be designed for supporting chlorine ton containers and
correctly positioning the outlet valve for liquid or gas withdrawal.
B. Each trunnion shall be constructed of cast iron with two cadmium plated steel wheels complete
with bronze bushings. The base plate shall be provided with two slotted holes for bolting to the
scale platform. A pair of trunnions shall be provided for each of the container slots shown on the
Drawings.
2.04 Cm...ORINE GAS DETECfOR
The existing chlorine gas detector will not be modified.
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2.05 SURFACE PREPARATION AND PRIME COA TlNG
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A. The scales shall be blast cleaned in accordance with SSPC-SP-6 immediately prior to priming.
The prime coat shall be spray applied to a dry film thickness of 3.0 - 4.0 mils with 66-1211
Epoxyline Primer by Tnemec Co. or equal by Ameron, Carboline or equal.
PART 3 EXECUTION
3.01 lNSTALLATION
A. All equipment shall be installed in accordance with the manufacturer's instructions and
accurately aligned in orientation with related equipment.
3.02 lNSPECTION AND TESTlNG
A. Chlorine Scales
I. Upon completion of installation and in the presence of the ENGINEER and a qualified
manufacturer's representative, perform a preliminary test on the chlorination system to insure
the functioning of all component parts to the satisfaction of the ENGINEER. All labor,
equipment, water and power required to perform each test shall be furnished.
2. After installation by others, a full load operating test shall be performed in the presence of
the ENGINEER and a qualified manufacturer's representative of the chlorine scale system.
All labor, materials and equipment required for such tests and correction of any deficiencies
noted by repairing or replacing the defective component and retesting as required shall be
furnished until the equipment meets the satisfaction of the ENGINEER.
3. Approval of the preliminary test by the ENGINEER shall not constitute final acceptance of
the equipment furnished.
B. After the plant is in operation, a full load operating test shall be performed in the presence of the
ENGINEER and a qualified manufacturer's representative of the chlorine scale system. All
labor, materials and equipment required for such tests and correction of any deficiencies noted
by repairing or replacing the defective component and retesting as required shall be furnished
until the equipment meets the satisfaction of the ENGINEER.
END OF SECTION
'),
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SECTION 11256
lOF
.
POLYMER DlLUTIONIBA TCIDNG SYSTEMS
PART 1 GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor and materials required and install chemical feed pumps, dry chemical feeders
with wetting device, mixers, chemical storage tanks, dry chemical charging hoppers, control
valving, regulators, pressure gauges, control panels and all other appurtenances complete as
shown on the Drawings and as specified herein.
1.02 RELATED WORK
A. Field painting is included in Section 09902.
B. Instrumentation, except as specified herein, is included in Section 13300, 13310, and 13315.
C. Piping, valves, and supports are included under respective Sections of Division 15.
D. Electrical work, except as specified herein, is included in Division 16.
1.03 SUBMfITALS
A. Submit to the Engineer, in accordance with Section 01300, shop drawings showing details of
fabrication and erection of all materials and equipment furnished under this Section including a
complete master wiring diagram. Submit calculations on the sizing of the dry polymer make up
system.
B. Furnish operation manuals covering instruction and maintenance for each type of equipment to
the Engineer as specified in Section 01730.
C. Furnish motor test reports in accordance with Section 16150.
1.04 SERVICES OF A MANUFACTIJRERS REPRESENfATIVE
A. Provide services of factory-trained service engineer, specifically trained on type of equipment
specified. Man-day requirements listed are additive (total of 40 hours required). These hours
are exclusive of travel time, and do not relieve the Contractor of the obligation to provide
sufficient service to place the equipment in satisfactory operation.
I. Installation - To assist in location of anchor bolts; setting, leveling, field erection, etc;
'l coordination of piping, electrical, miscellaneous utility connections:
a. One eight-hour day.
2. start-up, testing and calibration:
a. One eight-hour day for each system.
3. Operation and maintenance instruction to include startup, shut- down, troubleshooting,
lubrication, maintenance and safety of all equipment:
a. Two eight-hour days
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4. Service-inspections during first year of actual operation, for use at Owner's request and
exclusive of warranty service calls:
a. One eight-hour day.
1.05 QUALITY ASSURANCE
A. All of the equipment furnished under this Section shall be the products of manufacturers who
are fully experienced, reputable and qualified in the manufacture of the system components to
be furnished. The equipment shall be designed, constructed and installed in accordance with
the best practices and methods.
B. All equipment and, controls specified in this Section shall be furnished by a single supplier who
shall assume full responsibility for the proper operation of the complete systems.
C. The polymer make-up systems shall be manufactured by Fluid Dynamics Inc., of Boulder CO,
U.S. Filter/Wallace & Tieman Products of Vineland, NJ or approved equal.
D. Should equipment of a different type, size, weight or location of equipment which otherwise
differs from that specified herein or shown on the Drawings be offered and determined by the
Engineer to be the equal of that specified, such equipment shall be acceptable only on the basis
that any revisions in the design and/or construction of the structure, piping, appurtenant
equipment, electrical work, etc, required to accommodate such a substitution shall be made at
no additional cost to the Owner, shall be the responsibility of the Contractor and shall be as
approved by the Engineer.
1.06 SYSlEM DESCRIPTION
A. The polymer feed system shall be able to feed dry polymer from a 50 lb. bulk bags or liquid
polymer from a 55 gallon drums.
B. One liquid Idry polymer preparation system shall handle and automatically meter, mix and
pump liquid or dry polymer (solids grade) chemical. The polymer feed system shall be capable
of operating manually or in automatic mode in preparing, on a batch basis, at least 24 pounds
per hour of dry polymer with a minimum mixing time of 45 minutes, or an equivalent rate of
30% active emulsion polymer at a solution concentration of 0.5 percent.
C. The water supplied to the polymer system shall be a minimum of 80 GPM at 55 psi. Water
pressure shall not exceed 125 psi.
1.07 MAINTENANCE
A. Tools and Spare Parts
1. All special tools required for normal operation and maintenance of the equipment shall be
furnished with the equipment by the manufacturer.
2. Spare parts shall be furnished to assure normal running and maintenance for a period of 1
year, as recommended by the equipment manufacturer.
1.08 WARRANTY
1. The polymer blending system shall be covered by a TWO (2) YEAR warranty. The
mixing chamber shall be covered by the warranty covering the repair or replacement of the
mixing chamber or any part of the mixing chamber which fails for any reason, excluding
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weather related or over-pressure failures. In addition, the mixing chamber shall be
warranted against plugging for any reason. If plugging occurs the mixing chamber shall
be repaired or replaced at no cost to the owner. Metering pumps, options and accessories
shall be covered by a conventional one year warranty.
PART 2 PRODUCTS
2.01 GENERAL
A. Brass or stainless steel nameplates giving the name of the manufacturer, model number, serial
number, capacity and other pertinent data shall be attached to each item of equipment.
1. Pump nameplates shall include capacity, head, speed and any other pertinent information.
2. Motor nameplates shall include horsepower, speed, voltage, amperes, service factor and
any other pertinent data.
B. Engraved laminated nameplates, giving the name and number of each item of equipment, shall
be rigidly fastened to all control panels furnished under this Section. All push buttons, selector
switches, lights, etc, shall be properly labeled such that the function of each component is
clearly identified.
C. This Section is intended to give a general description of what is required, but does not cover all
details which may vary in accordance with the exact requirements of the equipment as offered.
It is, however, intended to cover the furnishing, delivery, installation and field testing of all
materials, equipment and apparatus as required. Any additional auxiliary equipment necessary
for the proper operation of the proposed installation not mentioned in this Section, or shown on
the Drawings shall be furnished and installed.
D. All motors shall be in accordance with Section 16150.
2.02 SYS1EM COMPONENTS
,_....l.
A. The polymer system shall include the following:
1. Storage Hopper
2. Screw Feeder
3. DrylLiquid Polymer Wetting Device
4. Liquid Polymer Activation Chamber (where applicable)
5. Liquid Polymer Metering Pump
6. Agitator
7. Make-up / Mix Tank
8. Transfer Pump
9. StoragelFeed Tank
10. Ultra Sonic Level Indicators
11. Main Batching System Control Panel (NEMA 4X 316 stainless steel)
12. Rotameters
13. Miscellaneous Piping
14. Skid / Frame
B. Storage Hopper
1. A painted steel dry polymer storage hopper shall be provided. The hopper shall be
designed to accept up to 100 Ibs. The upper portion of the hopper shall be rectangular and
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the lower portion of the hopper shall taper down to adapt to the inlet of the volumetric
screw feeder.
C. Screw Feeder
1. A volumetric screw feeder shall be provided to transport dry polymer from the storage
hopper directly into the wetting device. The screw feeder shall have an integral, fiberglass
hopper with a volume of 1.6 cubic feet. Built-in hopper wall agitators shall be BUNA N
and driven from the screw feed motor
2. The feed screw shall be fabricated from 304 stainless steel. The feed screw trough and
discharge spout are to be of 304 stainless steel construction. The screw feeder system
shall have electric variable-speed control with adjustable four-step drive-pulleys. The
discharge spout of the feeder shall be supplied with a heater to prevent moisture from
affecting the flow of dry polymer. In addition, a hydraulically actuated isolation valve
shall be mounted on the feeder discharge spout to positively shut-off the flow of dry
polymer upon feeder shutdown and prevent moisture from entering the feeder. Systems
without an integral isolation valve will not be considered.
C. Polymer Wetting Device
1. The dry polymer wetting device shall be provided to facilitate preparation of the polymer
solution. The hydraulic wetting device may be located at the volumetric metering skid or
at the mix tank.
2. Plant water shall be supplied at the minimum of 80 gpm at 55 psi.
E. Polymer Metering Pumps
1. An integral progressive cavity type or diaphragm metering pump shall be provided to feed
neat polymer to the batching system at the same rates as with the dry polymer. A
hydraulic liquid polymer activation chamber shall be supplied if the liquid polymer is not
fed into the dry polymer wetting device. The pump shall be driven by a TENV motor.
The speed of the pump shall be controlled by a VFD mounted in the NEMA 4 X 316
stainless steel control panel.
2. Motors shall be rated 460 volts, 3-phase, 60 Hz. The frame size shall be selected by the
manufacturer to prevent overheating when continuously operated at low speed. Motors
shall be inverter duty rated.
F. Agitator
I. An agitator shall be provided to ensure adequate mixing of the polymer solution in the mix
tank. The agitator drive shall be capable of handling viscosities ranging from 700 to 3300
CPS and shall not exceed 350 RPM.
2. The tank mixer motor shall be rated 460 volts, 3-phase, 60 Hz.
G. Make-up / Mixing Tank(s)
I. A 550 gallon make-up/mixing tank shall be provided for mixing of the polymer solution
after discharge from the dry polymer wetting device or liquid polymer activation chamber
and before application to feed point. The make-up/mixing tank shall be cylindrical
polyethylene with a batch volume of 475 gallons.
2. The make-up/mixing tank shall have a 3" flanged outlet connection to the transfer pump.
H. Transfer Pump
I. A hose pump shall be provided, designed to transfer the fully aged solution to the
storage/feed tank upon demand. The pump shall have a capacity of 50 gpm. Hose shall
be constructed of ethylene-propylene (EPMD) and suitable for 230 psi working pressure.
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The hose pump shall be Model SPX-50 manufactured by Watson Marlow/Bredel
Wilmington, MA, or approved equal.
1. StoragelFeed Tank
L A 550 gallon storage/feed shall be provided to receive solutions from the make-up 1 mix
tank and store the solutions for the purposes of feeding via a metering pump. The
storage/feed tank shall be cylindrical polyethylene.
2. The tank shall have a 2" flanged connection to the suction piping of the solution feed
pumps.
J. Ultrasonic Level Indicators
1. Ultrasonic level indicators shall be provided to detect liquid levels in the make-up/mixing
tank and storage 1 feed tank and shall conform to Section 13315. The liquid level
indicators shall automatically operate the entire polymer feed system as described below
and in "Main Control Panel."
2. The level indicators for the make-up/mixing tank shall perform the following functions:
a. Low Level - stops transfer pump to feed tank and energizes blower or neat polymer
transfer pump and water solenoids.
b. Medium Level - energizes volumetric feeder and agitator.
c. High Level - de-energizes blower and closes water solenoid.
3. The liquid level control indicators for the storage 1 feed tank shall perform the following
functions:
a. Low Level - starts transfer pump and starts low level alarm timer. The low level set
point shall be adjustable from the control panel. If level does not rise above low level
set point before low level alarm timer expires, a low level alarm shall be sent to the
plant's SCADA system. .
b. Low Low Level- send alarm to plant's SCADA system and the plant's SCADA
system will shut down feed pumps. The low low level set point shall be adjustable
from the control panel.
c. High Level - stops transfer pump and batching unit goes to stand-by as described
below. The high level set point shall be adjustable from the control panel.
K Main Batching System Control Panel
1. A control panel shall be provided for automatic operation of the entire polymer feed
system. The control panel for the system shall be built and certified by the polymer
equipment supplier in accordance with UL508 and be housed in a NEMA 4X 316
stainless steel enclosure. Power supply to the main control panel shall be 480 V AC, 3 Ph,
60Hz.
2. Controls shall include all required main circuit breaker motor starters, relays, timers,
transformers, and appurtenances and shall be designed for full automatic operation in the
liquid or dry mode. The system logic shall be controlled by a relay based control panel
with operator interfaces and indicating lights on the front of the enclosure. The front of
the panel shall include an emergency stop button to shut down the system in case of
emergency. An alarm beacon shall be supplied. Refer to Section 16191, Control Systems,
for additional control panel construction requirements.
a: The polymer system shall operate as follows:
i. Demand Batching: Under this control scheme, the polymer system makes up
one batch of polymer and transfers it to the feed tank upon receiving a low
level alarm from the feed tank. This cycle repeats every time a low level alarm
is received from the feed tank. At any time during Demand Batching, the
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polymer system can operate in Bulk Batching mode upon receiving the signal
from plant's SCADA system.
ii. Bulk Batching: Under this control scheme, the polymer system shall receive a
signal from the plant's SCADA system to continuously batch and transfer
polymer to the feed tank until receiving a high level alarm from the feed tank.
The batching unit will go on stand-by until it receives another signal from the
plant's SCADA system to fill the feed tank or a low level alarm from the feed
tank, in which the system operates in Bulk Batching Mode.
3. Provide output contacts for trouble alarm. feed tank level, low level feed tank alarm and
low low level feed tank alarm.
4. Provide input contact for the start signal of Bulk Batching mode.
5. Refer to Divi~ion 13 and the instrumentation loop diagram drawings for additional control
requirements.
L. Equipment Skid
1. The system skid, which shall support the volumetric feeder, hopper, control panel and neat
polymer pump, shall be rugged 304 SS construction. No mild steel shall be used. The
skid shall be constructed of 3/16" minimum 304 SS plate. Skids having open frame
design shall not be acceptable. The skid shall be designed for fork-lifting and shall have
holes for mounting to concrete pad.
M. Feed Pump Control Panel
1. Each feed pump shall have a control panel provided by the metering pump manufacturer
and located as shown on the Drawings. A single control panel shall be furnished for each
feed pump. The control panel shall be size to match the voltage and horsepower of the
motor to be controlled. Provide Hands Off Remote (HOR) control switch, run status and
trouble alarm light. Vector drive shall be paced off of analyzer/controller with 4-20mA
signal. Provisions shall be incorporated into control panel for shutting down pump after
time delay should low pressure on suction side or high pressure on discharge side be
detected. Panel shall provide capability to shut down pump housing as a result of hose
failure.
2. Construction Features:
a. The control panels shall be NEMA 4X 316 stainless steel.
b. Control panels shall meet the construction requirements of Section 16191, Control
Systems.
3. Refer to Division 13 and the instrumentation loop diagram drawings for additional control
requirements.
N. Variable Frequency Drive (VFD):
1. Provide AC PWM Inverter with software selection for Vector or General-Purpose
performance. Inverter shall be set for Vector duty to maintain full rated motor torque to
zero speed and precisely control motor speed in both directions using closed loop pulse
tachometer feedback. Drive shall have a vector self-tuning feature to determine no load
current and pulse tachometer characteristic.
2. Drive shall have a local operator digital keypad for control of start/stop, speed control.
forward/reverse, run/jog, and auto/manual with display of output voltage, frequency,
amps, kW, elapsed time, and torque.
3. Drive shall be capable ofO-lOVDC, or 4-20mA isolated speed reference input as well as
digital inputs for start/stop, reset, forward, reverse, run/jog, function loss, multispeed,
MOP change, and ramp change. One NO/NC configurable output relay and RS232 port
shall be supplied.
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4. Enclosure: NEMA 4X
5. Rating: 460V AC, 60Hz, 3 Phase.
O. Rotameters
1. Rotameters for the systems listed below shall be of the glass tube type with Borosilicate
glass tubes, Type 302 stainless steel frames with slip-on covers, IO-in detached type
aluminum scales graduated in gallons per minute, 10: I flow range, accuracy of 2 percent
of full scale and vertical screwed end connections. Capacity, size and materials of
construction shall be in accordance with the following table. Tube size shall be the same
size as the end connections. Pressure drop at rated capacity shall not exceed 32-in of
water.
Capacity and Materials of Construction
No. of Size of Capacity Capacity Conn. End Hoat Retainer O-Ring
Units Units Fittings
Plant Water I-inch 0-15 0-15 Threaded Brass 316SS Kynac Buna N
Polymer Feed 3 I-inch 0-15 0-15 Threaded Brass 316SS Kynac Buna N
2. Flow indicators for shaft seal/flushing water systems shall be brass body, glass or plastic
tube, stainless steel float, 125 psi pressure rating. Accuracy shall be at least 2 percent of
full scale.
PART 3 EXECUTION
3.01 INSTAllATION
A. The polymer dilution/make-up feed system shall be installed in accordance with manufacturer's
instructions and recommendations in locations shown on the Drawings. Installation shall
include furnishing the required oil and grease for initial operation. The grades of oil and grease
shall be in accordance with the recommendations of the manufacturer. Anchor bolts shall be
set in accordance with the shop drawings.
3.02 INSPECTION AND TESTING
A. The following shall be done for each polymer system by a factory trained service engineer in
accordance with the man-day requirements specified in PART 1.
1. Installation Supervision: Checking the installation of all components before power is
applied.
2. Start-up, Testing and Calibration: Placing the equipment into operation and making
necessary adjustments.
3. Operation and Maintenance Instruction: The manufacturer shall instruct Owner's
personnel in the use, operation and maintenance of all the equipment.
, l
B. Working under the direction of the manufacturer's representative, the Contractor shall conduct
in the presence of the Engineer, such tests as are necessary to indicate that each item of
equipment in each polymer system conforms to this Section. The Contractor shall supply all
electric power, water and dry and liquid polymer to complete the field tests. The type of dry
and liquid polymer used for testing shall be subject to the approval of the Engineer.
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.
C. An 8-hour system operating period shall be required for each system during which each item of
equipment will be placed in operation before acceptance. For the polymer batching system, at
least four batches of dilute polymer shall be made, two batches from concentrated liquid and
two batches from dry polymers. Batch concentrations shall be as directed by the Engineer.
During this 8-hour operating period, supply all power and water necessary.
D. If the performance of any item of equipment does not meet the requirements specified, corrective
measures shall be taken or the unit shall be removed and replaced with one which satisfies the
conditions specified at no additional cost to the Owner.
END OF SECfION
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SECTION 12680
RUBBER FLOOR MATS
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment and incidentals required to install floor mats as specified
herein.
1.02 SUBMITTALS
A. Submit to the ENGINEER for review, as provided in the General Conditions, article titled "Shop
Drawings and Submittals", shop drawings and product data including construction and erection
details.
B. Submit to the ENGINEER for review, 2 samples of each type mat to be furnished for review of
construction and material. Sample size shall be approximately 6 inch x 6 inch.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Floor Mats:
1. Mats for floor in front of switchboards, motor control centers, power centers, free-standing
control panels and cabinets shall be 1/4-inch thick, 3-feet wide, prime quality nonconductive
rubber compound, free of calendering and curing defects. Mats shall have narrow continuous
longitudinal corrugations and shall be black in color, style IM-800 by PRO-TEK or equal.
2. Mats shall be fully tested throughout for use with circuits not exceeding 3,000 volts to ground.
3. Provide mats in one piece in front of each of the required centers or panels in length equal to
center or panel length. Where centers or panels face each other and are less than 6 feet apart.
provide two widths of 24-inch wide mat between.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Lay floor mats in place when and where directed.
END OF SECTION
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SECTION 13300
PROCESS INSTRUMENTATION AND CONTROLS - GENERAL PROVISIONS
PART I: GENERAL
1.0 I SCOPE OF WORK
A. A pre-approved Process Control System Integrator (PCSI) shall furnish all services and
equipment defined herein and in other specification sections as listed in Article 1.02, Related
Work.
B. All materials, equipment, labor, and services required to achieve a fully configured, integrated
and operational process control system shall be provided. The PCSI shall design and coordinate
the process control system for proper operation with related equipment and materials furnished
by other suppliers under other sections ofthese specifications and with related existing
equipment.
C. Auxiliary and accessory devices necessary for system operation or performance to interface with
existing equipment or equipment provided by other suppliers under other sections of these
specifications, shall be included whether or not they are shown on the drawings. These devices
include, but are not limited to, transducers, current isolators, signal conditioners or interposing
relays.
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D. Substitution of functions or type of equipment specified shall not be acceptable. In order to
ensure interchange ability of parts, maintain quality, interface between the various subsystems,
and establish minimums with regard to ranges and accuracy, strict compliance with the above
requirements shall be maintained. System design shall allow removing individual devices from
service without disrupting other devices in service.
E. Equipment shall be fabricated, assembled, installed, and placed in proper operating condition in
full conformity with detail drawings, specifications, engineering data, instructions, and
recommendations by the equipment manufacturer as approved by the Engineer.
F. To facilitate the Owner's future operation and maintenance, products shall be by Hie same major
manufacturer, with panel mounted devices of the same type and model as far as possible.
G. The South County Regional Water Treatment Plant is an existing plant and all work shall be
coordinated with its operating personnel to minimize impact on daily operation.
H. The South County Regional Water Treatment Plant is a fully operational facility monitored and
controlled by local panels, PLC's, and operator workstations. After the switch over, the PCSI
must demonstrate that all previously existing equipment not replaced by this contract is
connected to the new PLC's and the new computer system and is fully functional as specified
and shown on the drawings.
I. The Owner shall retain salvage rights to all material and equipment removed in the course of this
work. All materials and equipment retained by the Owner shall be delivered to a point
designated by the Owner. Any material or equivalent not retained by the Owner shall be
removed from the site and disposed of by the General Contractor in accordance with applicable
regulations and laws.
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J. All equipment and installations shall satisfy applicable Federal, State, and local codes.
K. Supplementing this section, the Drawings and the related specification sections provide
additional details showing panel elevations, instrument device schedules, functional
requirements of the system, and interfacing with other equipment.
L. All materials, equipment, labor, and services necessary to achieve tbe monitoring and control
functions described herein shall be provided in a timely manner so that the monitoring and
control functions are available when the equipment is ready to be placed into service.
M. The PCSI shall coordinate and schedule all required testing with the General Contractor, Owner,
and Engineer.
N. The PCSI shall coordinate and schedule all required training with the General Contractor,
Owner, and Engineer.
O. The PCSI shall provide a monthly status report and updated project schedule to the General
Contractor to include and update the General Contractor's overall project schedule.
P. The PCSI shall provide all necessary software programming and configuration to demonstrate
the PC/PLC-based system functionality during Operational Readiness Test, and Functional
Demonstration Test. This programming shall include, but not be limited to, input/output (I/O)
mapping, a skeleton PLC database, and development of a temporary test screen.
Q. Scope of work shall include the following:
I. Systems integration for the replacement of three existing motor starters with three new
YFD's for the High Service Pumps.
2. Replace the existing anunciator panel in the Chemical Feed Building with a combination of
Allen-Bradley ControLgoix 5555 and PanelView 1400e.
3. Place the new Allen-Bradley ControLogix 5555 on the plant existing SCADA network
4. Provide the required equipment, instruments and PLC interface for the Polymer system
(provided under division 11).
5. Provide control and monitoring of the new Polymer System by the Allen-Bradley
ControLogix 5555 PLC.
6. Provide point level switch for monitoring of the potassium permanganate tanks.
1.02 RELATED WORK
A. The PCSI shall furnish all materials, labor, and services specified in the following specification
sections as required to ensure that a single, coordinated system is supplied:
I. Section 13310 - Distributed Control System
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2. . Section 13315 - Process Instrumentation & Controls - Products
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B. Di visions requiring coordination shall include, but not be limited to, the following:
I. Division I - General Requirements
2. Division II - Equipment
3. Division 13 - Special Construction
4. Division 15 - Mechanical
5. Division 16 - Electrical
C. The PCSI shall coordinate with all equipment suppliers, mechanical subcontractor, electrical
subcontractor, and General Contractor.
1.03 COORDINATION MEETINGS
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A. The PCSI shall schedule and administer a minimum of three (3) mandatory coordination
meetings. The PCSI shall make arrangements for meetings, prepare agenda with copies to
participants at least one (I) week before scheduled meetings. The meetings shall be held at the
General Contractor's field office at the SCRWTP site and shall include, as a minimum,
attendance by the Owner, Engineer, General Contractor's project engineer, PCSI's project
engineer, and the electrical subcontractor.
I. The first coordination meeting shall be held in advance of the first PCSI shop drawing
submittal. The purpose of the first meeting shall be for the PCSI to:
a. summarize their understanding of the project
b. discuss any proposed substitutions or alternatives
c. schedule testing and delivery milestone dates
d. request any additional information required from the Owner and/or Engineer.
2. The PCSI shall bring a draft version of shop drawings to the meeting to provide the basis
for the Owner/Engineer's input into their development.
3. The second coordination meeting shall be held after the Field Instruments, Digital System
Hardware, and Control Panels and Panel Mounted Equipment shop drawing submittal have
been reviewed by the Engineer and returned to the PCSI. The purpose of the second
meeting is to:
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a. . discuss comments made on the submittal package
b. refine scheduled milestone dates
c. coordinate equipment installation activities
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4. The last coordination meeting shall be held one month prior to operational readiness
testing. The purpose of the last coordination meeting is to discuss any remaining
coordination requirements.
5. A typical agenda may include, but is not limited to, the following:
a. Review minutes of previous meetings
b. Review of Work progress
c. Field observations, problems, and decisions
d. Identification of problems which impede planned progress
e. Review of submittal schedule and submittal status
f. Review of off-site fabrications and delivery schedules
g. Maintenance of progress schedule
h. Corrective measures to regain projected schedules
I. Planned activities for subsequent work period
J. Coordination of projected progress
k. Maintenance of quality and work standards
l. Effect of proposed changes on progress schedule and coordination
m. Other business relating to Work
1.04 SUBMITTALS
A. Submit shop Drawings in accordance with Section 01300, Submittals. These shop Drawings
shall fully demonstrate that the equipment and services to be furnished comply with the
provisions of these specifications and provide a true and complete record of the equipment as
manufactured and delivered. Each submittal shall be securely bound with an index and sectional
dividers. All submittal drawings shall be legible and reduced to a maximum size of II-inches x
17 - inches.
B. The Engineer shall detemllne whether a product is an "Approved Equal" based upon the
information listed herein and the manufacturer's data sheets regarding the models specified.
Alternate equipment must meet the criteria listed herein and any additional information in the
manufacturer's data sheets in order to be accepted as an "Approved Equal." Supplier must
furnish !'ve (5) working installation references for any alternate equipment along with owner,
contact, and telephone number.
C. The submittals listed below shall be provided as a minimum. Other submittals not listed here
may be required by other specification sections. gach submittal must be complete. No partial
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submittals shall be accepted.
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1. Project Plan
The project plan shall be submitted and approved before any additional submittals
2. Existing System Replacement Work Plan
3. Field Instruments
4. Digital System Hardware
5. Control Panels and Panel Mounted Equipment
6. Testing
7. Training
8. Loop Diagrams
9. Spares, Expendables, and Test Equipment
10. Operation and Maintenance (O&M) Manuals
D. Submittal Descriptions
I. Project Plan
a. The Project Plan shall provide an overview of the proposed system including system
architecture drawing, approach to work, proposed work schedule indicating
milestones and potential meetings, project personnel and organization, details of
field testing, and details of training program. The Project Plan shall also include an
acknowledgment of conformance to the specification on a paragraph-by-paragraph
basis indicating any proposed deviations. The schedule shall be coordinated with the
project execution schedule and illustrate all major project milestones including the
following:
I) Schedule for all subsequent project submittals
2) Schedule for all project design review meetings
3) Schedule for manufacture, assembly and staging of all process control system
equipment
4) Schedule for all tests
5) Schedule for shipment of all process control system equipment and peripheral
devices
6) Schedule for equipment start-up
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7) Schedule for all training
2. Existing System Replacement Work Plan
a. Provide in detail a step-by-step switchover plan from the existing system(s) to the
new PLC-I/O system of appropriate plant equipment.
b. The submittal shall provide the coordination details among Owner, General
Contractor, and subcontractors that may be affected by the switchover plan.
c. The submittal shall include a switchover schedule.
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3. Field Instruments
a. This submittal shall provide complete documentation of all field instruments using
ISA-20 format. A complete Bill of Materials (BOM) listing all instrumentation
equipment shall be provided.
b. Data Sheets
I) Provide data sheets for each instrument listing model numbers, options, and
ancillary devices that are being provided.
2) The data sheets shall be provided with an index, proper identification, and cross
referencing. The data sheets shall include, but not be limited to, the following
information:
3) Plant Equipment Number and ISA tag number per the Loop Diagrams
4) Product (item) name used herein and on the Contract Drawings
5) Manufacturer's complete model number
6) Location of the device
7) Input - output characteristics
8) Range, size, and graduations
9) Physical size with dimensions, enclosure NEMA classification and mounting
details
10) Materials of construction of all components
II) Instrument sizing calculations where applicable
12) Certified calibration data for all flow metering devices
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c. Equipment Specification Sheets
1) Provide equipment specification sheets which shall fully describe the device,
the intended function, how it operates and its physical environmental and
performance characteristics. Each data sheet shall have appropriate cross
references to loop or equipment identification tags. As a minimum the
specification sheets shall include the following:
(a) Dimension, rigid-clearances
(b) Mounting or installation details
(c) Connection
(d) Electrical power or air requirements
(e) Materials of construction
(t) Environmental characteristics
(g) Performance characteristics
(h) Complete information regarding the field instruments as required by ISA-
5.4 standards shall be provided under this contract.
4. Digital System Hardware
a. This submittal shall provide complete documentation of the proposed hardware
(PLC's, RIO's, LIO's, computers, communication equipment, cables, peripherals,
etc.) A complete Bill of Materials (BOM) listing all digital hardware equipment
shall be provided.
5. The submittal shall include the following:
System Block Dia~ram
a. A complete schematic system block diagram(s) showing the interconnections
between major hardware components including, but not limited to:
I) control centers
2) panels
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3) power supplies
4) consoles
5) computer and peripheral devices
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6) telemetry equipment
7) local digital processors and like equipment
8) Uninterruptible Power Supplies (UPS)
b. The block diagram shall reflect the total integration of all digital devices in the
system and any human machine interface (HMI) locations. Location of all
components shall be clearly identified with appropriate cross references.
c. The diagram shall reference all interconnecting cabling requirements for digital
compo!1ents of the system including any data communication links.
Data Sheets
a. A data sheet for each hardware component listing all model numbers, options,
auxiliary and ancillary devices that are being provided.
b. The data sheets shall be provided with an index, proper identification, and cross
referencing. They shall include, but not be limited to, the following information:
I) Equipment Number and ISA tag number per the Loop Diagrams (as applicable)
2) Product (item) name used herein and on the Contract Drawings
3) Manufacturer's complete model number
4) Location of the device
5) Input/output characteristics
6) Range, size, and graduations
7) Physical size with dimensions, enclosure NEMA classification and mounting
details
8) Materials of construction of all components
9) Power supply device sizing calculations where applicable
System Input/Output List
a. The Digital System Hardware submittal shall contain a complete system
Input/Output (I/O) list for equipment connected to the control system under this
Contract. The I/O list shall be submitted in a Microsoft Excel readable electronic file
format on a 3.5 inch floppy disk and an 8.5-inch by II-inch hard copy. The hard
copy list shall be sorted first by ISA tag name and second by I/O type (i.e., AI, AO,
DI, DO, PI, PO, etc.). The list shall contain, as a minimum, the following for each
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active point and spare point:
1) Workstation YO List
(a) Tag name
(b) Type of YO (i.e., DI, DO, AI or AO)
(c) YO point address (PLC name/address and point address)
(d) Point name (or SPARE)
(e) Point description
(t) High/Low range and engineering units
(g) Alarm limits
(h) Relay normal status contact configuration
(i) YO terminal point physical location (panel name, rack, slot etc.)
(j) 2-wire or 4-wire instrument.
2) PLC YO List
(a) Tag name
(b) Type of YO (i.e., DI, DO, AI or AO)
(c) YO terminal point physical location (panel name, rack, slot, etc.)
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(d) YO point address (addresses to communicate with workstation and field
devices)
(e) Point name (or SPARE)
(t) Point description
(g) Range and engineering units
(h) Alarm limits
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(i) Relay normal status contact configuration
(j) 2-wire or 4-wire instrument
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b. The Digital System Hardware submittal shall also contain all planning information,
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site preparation instructions, grounding and bonding procedures, cabling diagrams,
plug identifications, safety precautions or guards, and equipment layouts in order to
enable the General Contractor to proceed with the detailed site preparation for all
equipment.
2. Control Panels and Panel Mounted Equipment
a. This submittal shall provide complete documentation of all panel instruments,
control panels, all panel instruments, and other panel instruments and control
equipment not specified to be submitted elsewhere. A complete Bill of Materials
(BOM) listing all instrumentation and control equipment shall be provided.
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Data Sheets
I) Provide data sheets for, each component listing all model numbers, options, and
ancillary devices that are being provided.
2) The data sheets shall be provided with an index, proper identification, and cross
referencing. The data sheets shall include, but not be limited to, the following
information:
3) Plant Equipment Number and ISA tag number per the Loop Diagrams
4) Product (item) name used herein and on the Contract Drawings
5) Manufacturer's complete model number
6) Location of the device
7) Input - output characteristics
8) Range, size, and graduations
9) Physical size with dimensions, enclosure NEMA classification and mounting
details
10) Materials of construction of all components
II) Panel instrument or control device sizing calculations where applicable
12) Certified calibration data for all flow metering devices
b. EQuipment Specification Sheets
I) Provide equipment specification sheets which shall fully describe the device,
the intended function, how it operates, and its physical environmental and
performance characteristics. Each equipment specification sheet shall have
appropriate cross references to loop or equipment identification tags with model
number and information pertaining to the item highlighted. As a minimum the
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specification sheets shall include the following:
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2) Dimension, rigid-clearances
3) Mounting or installation details
4) Connection
5) Electrical power or air requirements
6) Materials of construction
7) Environmental characteristics
8) Performance characteristics
Detailed Drawings
a. Provide detailed drawings covering control panels, consoles and/or enclosures which
shall include:
I) Cabinet assembly and layout Drawings to scale. Drawings shall include both
front and interior subpanellayouts.
2) Material, fabrication, and painting specifications
3) Color selection samples for selection by the Engineer
4) Where graphic display panels are required, submit detailed layouts to scale,
including symbols and line widths, as well as color selection samples and
details offabrication. Half-scale layouts shall be acceptable.
5) Panel wiring diagrams showing all power connections to equipment within and
on the panel, combined panel power draw requirements (volts, amps), breaker
sizes, fuse sizes, and grounding. This wiring diagram shall be in ladder logic
format and shall reference the appropriate loop drawing for continuations or
details where required. Show all wire numbers and terminal block designations.
b. The submittal shall also contain all planning information, site preparation
instructions, grounding and bonding procedures, cabling diagrams, plug
identifications, safety precautions or guards, and equipment layouts in order to
enable the General Contractor to proceed with the detailed site preparation for all
equipment.
.1.
c. The submittal shall also include heat dissipation calculations for each enclosure.
2. Testing
Test Plan
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a. A test plan shall be submitted after all hardware submittals have been approved by
the Owner and/or Engineer. The test plan shall demonstrate that the PCSI has
designed and configured a system that meets the design specifications. The test plan
shall be submitted prior to the preparation of the detailed test procedures and submit
outlines of the specific proposed tests. Submittals shall include examples of the
proposed forms and checklists.
b. The system shall be tested using the system architecture drawing and a Bill of
Materials of all hardware indicating manufacturer, model, and serial number. The
documents for the test plan shall be structured so that the Engineer understands what
the inputs are, what the predicted outputs should be and what the actual outputs are.
The test plan shall have a sign-off and date block for the PCSI, General Contractor,
Owner, and Engineer.
c. The test plan shall also take into account the sequencing of equipment from the
existing PLC Remote I/O system and MCC equipment to the new PLC Remote I/O
system and MCC equipment.
d. The test plan should include the following as a minimum:
I) A Bill of Materials (BOM) listing control system components
2) System hardware summary
3) A testing schedule describing the specific tasks to be performed and the time
allotted for each task
4) Communications tests to the various PLCs for discrete and analog I/O data
transfer
5) 100 percent (100%) I/O point test including all spare points based upon the
previously submitted system I/O list
Test Procedures
e. The test procedures shall be submitted after the preliminary test procedure
submittals have been reviewed by the Engineer and returned stamped either
"approved" or "approved as noted, confirm." The submittal shall document the
proposed procedures to be followed during the test. Procedures shall include test
descriptions, forms, and checklists to be used to control and document the required
tests. Testing may not be started until all Testing Submittals have been approved.
f. For Test Documentation submit a copy of the signed off test procedures upon
completion of each required test.
B. Training
I. Training Overview
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Within 90 days of contract award to the General Contraetor, suhmit an overview o~ 0 F
the proposed training plan. Each proposed course shall include:
a.
I) An overview of the training plan explaining why specific courses are proposed
2) Course title and objectives
3) Prerequisite training and experience of attendees
4) Recommended attendees
5) Course Content - A topical outline
6) Course Duration
7) Course Location - Training center or job-site
8) Course Format - Lecture, laboratory demonstration, etc.
b. The Engineer shall review the preliminary training plan submittal with the Owner.
2. Training Plan
a. Upon receipt of the Owner's and Engineer's comments on the preliminary training
plan, submit the specific proposed training plan. The training plan shall include:
I) Deflnition of each course
2) Specific course attendance
3) Schedule of training courses including dates, duration, and location of each
class
4) Resumes of the instructors who will actually conduct the training
b. Loop Diagrams
I) Provide detailed loop diagrams on single II-inches x 17-inches or 8.5-in x
ll-inches sheet for each monitoring or control loop. The loop diagram shall
show all components of the loop both analog, digital, and discrete including all
relays, switches, dropping resistors, etc. which are being provided for proper
operation. Loop munbers used shall correspond to the loop numbers indicated
in the contract documents. The format shall be the Instrument Society of
America, Standard for Instrument Loop Diagrams, ISA-5.4, and the following
requirements :
2) On each diagram present a tabular summary of:
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(a) the output capability of the transmitting instrument
(b) the input impedance of each receiving instrument
(c) estimate of the loop wiring impedance based on wire sizes and
approximate length used
(d) the total loop impedance
(e) reserve output capacity
3) Show all interconnecting wiring between equipment, panels, terminal junction
boxes and field mounted components. The diagrams shall show all components
and panel terminal board identification numbers and all wire numbers. This
diagram shall include all intermediate terminations between field elements and
panels (e.g., terminal junction boxes). The diagrams shall be coordinated with
the electrical contractor and bear mark showing this has been done.
4) Show location of all devices
5) Show instrument description showing type, manufacturer, model number,
range, setpoints, and operation (e.g., fail open, open on energization, normally
closed, etc.) as applicable.
6) Show all instrument loop power or instrument air requirements back to
termination on terminal block or bulkhead, fuse blocks (including fuse size),
etc., as applicable.
7) Show all grounding points within cabinets and panels and identify the
connection point of individual components.
8) Complete information regarding the field instruments as required by ISA-S5.4
standards shall be provided on the loop diagrams under this contract.
3. Spares, Expendables, and Test Equipment
a. This submittal shalI include the folIowing for each Subsystem:
I) A list of, and descriptive literature for, spares, expendables, and test equipment
as specified in Instrumentation Sections (13310 and 13315)
2) A separate list of, and descriptive literature for, additional spares, expendables,
and test equipment recommended by the peSI
3) Unit and total cost for the additional spare items recommended for each
subsystem
4) Storage instructions for all spare parts
5) Any specialty software or hardware tools used during configuration of the
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project.
NOTE: These specialty tools must be turned over to the Owner.
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4. Operation and Maintenance (0 & M) Manuals
a. Provide 0 & M Manuals per Sections 01300, 01730, 13300-1.12.
1.05 REFERENCE STANDARDS
A. American Society for Testing and Materials (ASTM).
1. ASTM A269 - Standard Specification for Seamless and Welded Austenitic Stainless Steel
Tubing for General Service.
B. Instrumentation, Systems and Automation Society (ISA)
1. ISA 5.2 - Binary Logic Diagrams for Process Operations
2. ISA 5.3 - Graphic Symbols for Distributed Control/Shared Display Instrumentation Logic
and Computer Systems.
3. ISA 5.4 - Instrument Loop Diagrams
4. ISA 5.5 - Display Instrumentation Logic and Computer Systems
C. American National Standards Institute (ANSI)
I. ANSI X3.5 - Flowchart Symbols and Their Usage in Information Processing
D. National Electrical Manufacturers Association (NEMA)
E. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.06 PCSI QUALIFICATION
A. The PCSI shall perform all work necessary to select, furnish, configure, customize, debug,
install, connect, calibrate, and place into operation all hardware and software specified within
this Division and other related divisions.
B. Actual installation of the system need not be performed by the PCSI's employees; however, the
PCSI shall provide the on-site technical supervision of the installation.
C. The PCSI shall furnish equipment which is the product of one manufacturer to the maximum
practical extent. Where this is not practical, all equipment of a given type shall be the product of
. one manufacturer.
D. The General Contractor must name the proposed PCSI on the bid document. Only approved
suppliers will be accepted. The PCSI shall be one of the following:
I. EMAlL3 Communications Scandia Technologies
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2. DCR
3. Revere Control Systems
4. Exceptional Automation
5. ACT
1.07 SYSTEM DESCRIPTION
A. The Programmable Logic Controller-based system shall monitor and control the Polymer system
and monitor the other chemical system has required in the specifications and drawings.
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B. The control system shall be designed to collect and store operating information, perform process
control, monitor and report non-normal operating conditions, equipment failures, perform plant
process calculations, provide plant operating displays and reports, equipment maintenance,
inventory maintenance, and power management. The overall system shall be an intelligent type
PLC based control system configured in a hierarchical arrangement connected via a fiber optic
data Ethernet IEEE 802.3 communications highway.
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1.08 DELIVERY, STORAGE AND HANDLING
A. Provide Delivery, Storage, and Handling requirements as specified below:
B. Shipping Precautions
1. After completion of shop assembly, factory test, and approval, all equipment, cabinets,
panels, and consoles shall be packed in protective crates and enclosed in heavy duty
polyethylene envelopes or secured sheeting to provide complete protection from damage,
dust and moisture. Dehumidifiers shall be placed inside the polyethylene coverings. The
equipment shall then be skid-mounted for final transport. Lifting rings shall be provided
for moving without removing protective covering. Boxed weights shall be shown on
shipping tags together with instructions for unloading, transporting, storing, and handling at
jobsite.
2. Special instructions for proper field handling, storage, and installation required by the
manufacturer for proper protection, shall be securely attached to the packaging for each
piece of equipment prior to shipment. The instructions shall be stored in resealable plastic
bags or other acceptable means of protection.
3. None of the control equipment shall be shipped to the site until the room(s) is
environmentally suitable.
C. Identification
1. Each component shall be tagged to identify its location, tag number and function in the
system. Identification shall be prominently displayed on the outside of the package.
2. Each piece of equipment supplied shall have a permanent stainless steel or other
non-corrosive material tag firmly attached and permanently and indelibly marked with the
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something that can be obtained and printed out.
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9. PLC Backup - Complete electronic copy (disk or CD-ROM) of the PLC ladder logic
program as provided.
10. OIT Backup - Complete electronic copy (disk or CD-ROM) of the OIT program and
programming software as provided.
11. HMI Backup - Complete electronic copy (disk or CD-ROM) of the Intellution Screen
files and any other configuration files that are specific to the configuration/setup on the
Station.
C. The final documentation shall be new documentation written specifically for this project, but
may include standard and modified standard documentation. Modifications to existing hardware
or software manuals shall be made on the respective pages or inserted adjacently to the modified
pages. All standard documentation furnished shall have all portions that apply clearly indicated.
All portions that do not apply shall be lined out.
D. The manuals shall contain all illustrations, detailed drawings, wiring diagrams, and instructions
necessary for installing, operating, and maintaining the equipment. The illustrated parts shall be
numbered for identification. All information contained therein shall apply specifically to the
equipment furnished and shall only include instructions that are applicable. All such
illustrations shall be incorporated within the printing of the page to form a durable and
permanent reference book.
E. If the PCSI transmits any documentation or other technical information which he considers
proprietary, such information shall be designated. Documentation or technical information
which is designated as being proprietary will be used only for the design, construction,
operation, or maintenance of the system and, to the extent permitted by law, will not be
published or otherwise disclosed.
F. The final documentation requirements are as follows:
I. As-built documentation shall include all previous submittals, as described in this
Specification, updated to reflect the as-built system. Any errors in or modifications to the
System resulting from the Factory and/or Field Acceptance Tests shall be incorporated in
this documentation.
2. The Hardware Maintenance documentation shall describe the detailed preventive and
corrective procedures required to keep the System in good operating condition. Within the
complete Hardware Maintenance documentation, all hardware maintenance manuals shall
make reference to appropriate diagnostics, where applicable, and all necessary timing
diagrams shall be included. A maintenance manual or a set of manuals shall be furnished
for all delivered hardware, including peripherals. The Hardware Maintenance
documentation shall include, as a minimum, the following information:
l.l.
a. Operation Information - This information shall include a detailed description of how
the equipment operates and a block diagram illustrating each major assembly in the
equipment.
b. Preventive Maintenance Instructions - These instructions shall include all applicable
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visual examinations, hardware testing, diagnostic routines, and the adjustments
necessary for periodic preventive maintenance of the System.
c. Corrective Maintenance Instructions - These instructions shall include guides for
locating malfunctions down to the card-replacement level. These guides shall include
adequate details for quickly and efficiently locating the cause of an equipment
malfunction and shall state the probable source(s) of trouble, the symptoms, probable
cause, and instructions for remedying the malfunction.
d. Parts Information - This information shall include the identification of each
replaceable or field-repairable module. All parts shall be identified on a list in a
drawing; the identification shall be of a level of detail sufficient for procuring any
repairable or replaceable part. Cross-references between the Instrumentation System
Supplier's part number and manufacturer's part numbers shall be provided.
.,
e. System BackupfRestore - This information shall include a detailed description of the
procedure for backing up the computer system (including PC and PLC); reloading
using a backup; and completely restoring a PC and/or PLC from a backup.
PART 2: PRODUCTS
2.01 GENERAL
A. Process Control System:
1. All instrumentation supplied shall be of the manufacturer's latest design and shall produce
or be activated by signals which are established standards for the water and wastewater
industries.
2. All electronic instrumentation shall be of the solid-state type and shall utilize linear
transmission signals of 4 to 20 mA DC (milliampere direct current), however, signals
between instruments within the same panel or cabinet may be 1-5V DC (volts direct
current), or the like.
3. Output of equipment not of the standard signals as outlined, shall have the output
immediately raised and/or converted to compatible standard signals for remote
transmission. No zero based signals will be allowed.
4. All instruments shall be provided with mounting hardware, floor stands, wall brackets, or
instrument racks as shown on the Drawings or as required.
5. Equipment installed in a hazardous area shall meet Class, Group, and Division as shown on
the Electrical Drawings, to comply with the National Electrical Code.
6. All indicators and recorder readouts shall be linear in process units, unless otherwise noted.
7. All transmitters shall be provided with either integral indicators or conduit mounted
indicators in process units, accurate to two percent (2%).
8. Electronic equipment shall be of the manufacturer's latest design, utilizing printed circuitry
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",d suitably coated to prevent contamioation by dust, moisture ",d fungns. Solid state 1 0 F
components shall be conservatively rated for their purpose to assure optimum long term
performance and dependability over ambient atmosphere fluctuations and 0 to 95% percent
relative humidity. The field mounted equipment and system components shall be designed
for installation in dusty, humid, and slightly corrosive service conditions.
9. All equipment, cabinets, and devices furnished hereunder shall be heavy-duty type,
designed for continuous industrial service. The system shall contain products of a single
manufacturer, insofar as possible, and shall consist of equipment models which are
currently in production. All equipment provided shall be of modular construction and shall
be capable of field expansion.
10. The field mounted digital system equipment and system components shall be designed for
installation i~ dusty, humid, and slightly corrosive service conditions.
11. All electronic/digital equipment shall be provided with radio frequency interference
protection and shall be FCC approved.
B. Electrical
-!~
I. All equipment shall be designed to operate on a 60 Hertz alternating current power source
at a nominal 120 volts, plus or minus 10 percent, except where specifically noted. All
regulators and power supplied required for compliance with the above shall be provided
between power supply and interconnected instrument loop. Where equipment requires
voltage regulation, constant voltage transformers shall be supplied.
2. Materials and equipment used shall be UL approved wherever such approved equipment
and materials are available.
3. All equipment shall be designed and constructed so that in the event of a power
interruption, the equipment specified hereunder shall resume normal operation without
manual resetting when power is restored.
2.02 LIGHTNING/SURGE PROTECTION
A. General - Lightning/Surge protection shall be provided to protect the electronic instrumentation
system from induced surges propagating along the signal and power supply lines.
B. Power Supply - Protection of all 120 V AC instrument power supply lines shall be provided.
Cabinet(s)/panel(s) and groups of field instruments, regardless of location (indoor or outdoor),
shall be protected by isolation transformers and surge suppressors. Individual field instruments
shall be protected by individual surge suppressors.
C. Signal Line - All analog signal lines shall be protected through the use of metal oxide varistors
(MOVs), line to line and line to ground inductors, Zener diodes and gas tube arrestors with fuses
on a PC board mounted in a snap track and labeled. These shall be provided at both ends of the
signal lines and as close to the instruments as possible.
D. See Division 16 - Electrical for details on lightning/surge protection equipment.
PART 3: EXECUTION
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3.01 GENERAL INSTALLA nON
A. The process control system, instrumentation, and accessory equipment shall be installed in
accordance with the manufacturer's instructions. The locations of equipment, transmitters,
alarms, and similar devices shown on the Drawings are approximate only. Exact locations shall
be as approved by the Engineer during construction. All information relevant to the placing of
process control work shall be obtained in the field. In case of any interference with other work,
proceed as directed by the Engineer and furnish all labor and materials necessary to complete the
work in an approved manner.
B. The instrumentation loop diagrams indicate the intent of the interconnection between the
individual instruments. Any exceptions should be noted. Two (2) complete sets of approved
shop drawings shall be kept at the job site during all on-site construction. Both sets shall be
marked up identically to reflect any modifications made during field installation or start-up. All
markings shall be verified and initialed by the Engineer or his designated representative.
-:.~)
C. Following completion of installation and the Operational Readiness Test, one (1) set of the
marked up drawings shall be provided to the Engineer; the other set shall be retained by the
Supplier for incorporation of the mark-ups into final as-built documentation.
D. The instrumentation installation details on the Contract Drawings indicate the designed
installation for the instruments specified. Where specific installation details are not specified or
shown on the Drawings, the American Petroleum Institute (API) Recommended Practice 550
shall be followed as applicable.
E. All work shall be executed in full accordance with codes and local rulings. Should any work be
performed contrary to said rulings, ordinances and regulations, the General Contractor shall bear
full responsibility for such violations and assume all costs arising therefrom.
F. All equipment used in areas designated as hazardous shall be designed for the Class, Group, and
Division as required on the Electrical Drawings for the locations. All work shall be in strict
accordance with codes and local rulings. Should any work be performed contrary to said
rulings, ordinances and regulations, the Supplier shall bear full responsibility for such violations
and assume all costs arising therefrom.
G. Unless specifically shown in the Contract Drawings, direct reading or electrical transmitting
instrumentation shall not be mounted on process piping. Instrumentation shall be mounted on
instrument racks or stands as detailed on the installation detail drawings. All instrumentation
connections shall be provided with shutoff and drain valves. For differential pressure
transmitters, valve manifolds for calibration, testing, and blow down service shall also be
provided. For slurries, chemical or corrosive fluids, inline diaphragm seals shall be provided.
H. All piping to and from field instrumentation shall be provided with necessary unions, test tees,
couplings, adaptors, and shut-off valves.
1. Field instruments requiring power supplies shall be provided with local electrical shutoffs and
fuses as required.
J. Brackets and hangers required for equipment mounting shall be provided and shall be installed
in a workmanlike manner and not interfere with any other equipment.
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K. The PCSI shall investigate each space in the building through which equipment must pass to
reach its final location. Ifnecessary, the PCSI shall be required to ship material in sections sized
to permit passing through restricted areas in the building. The PCSI shall also investigate and
make any field modifications to the allocated space for each cabinet, enclosure, and panel to
assure proper space and access (front, rear, side).
L. The shield on each process instrumentation cable shall be continuous from source to destination
and be grounded as directed by the manufacturer ofthe instrumentation equipment, but in no
case shall more than one ground point be employed for each shield.
M. Lifting rings shall be removed from cabinets/assemblies. Hole plugs the same color as the
cabinet shall be provided for the holes.
;..;...
N. The PCSI, acting through the General Contractor, shall coordinate the installation, the placing
and location of system components, and their connections to the process equipment. panels,
cabinets and devices, subject to the Engineer's approval. The PCSI shall be responsible for
ensuring that all field wiring for power and signal circuits is done correctly in accordance with
best industry practice and provide for all necessary system grounding to ensure a satisfactory
functioning installation. The General Contractor hereunder shall schedule and coordinate his
work under this Section with that of the electrical work specified under applicable Sections of
Division 16.
O. The PCSI shall provide three 8-hour days of service by the PLC service representative to verify
that the entire PLC system is installed per the manufacturer's requirements. The PCSI shall
supply certified copies of all the tests/field reports supplied by the PLC service representative to
the Owner for their records.
P. The PCSI shall provide two 8-hour days of service by a factory-trained representative to verify
that the entire local area network (LAN) is installed per the manufacturer's requirements. The
PCSI shall include in his bid the cost of the factory trained representative to inspect all LAN
terminations and the cost of testing the LAN to verify that it is installed and operating correctly
(e.g., data being transferred from node to node, no excessive timeouts, minimal collisions, etc.)
The PCSI shall provide certified copies of all tests and legible copies of all field reports
generated by the factory-trained representative to the Owner for their records.
3.02 TESTS (GENERAL)
A. The PCSI shall test all equipment at the factory prior to shipment. Unless otherwise specified in
the individual specification sections, all equipment provided by the PCSI shall be tested at the
factory as a single fully integrated system.
B. As a minimum, the testing shall include the following:
1. Operational Readiness Tests (ORn
2. Functional Demonstration Tests (FDT)
3. 30-Day Site Acceptance Tests (SAT)
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C. Each test shall be in the cause and effect format. The person conducting the test shall initiate an
input (cause) and, upon the system's or subsystem's producing the correct result (effect), the
specific test requirement shall be satisfied.
D. All tests shall be conducted in accordance with prior Engineer-approved procedures, fonns, and
check lists. Each specific test shall be described and followed by a section for sign off by the
appropriate party after its satisfactory completion.
E. Copies of these sign off test procedures, fonns, and check lists will constitute the required test
documentation.
F. Provide all special testing materials and equipment. Wherever possible, perform tests using
actual process variables, equipment, and data. Where it is not practical to test with real process
variables, equipment, and data, provide suitable means of simulation. Define these simulation
techniques in the test procedures.
""")
G. The General Contractor shall require the PCSI to coordinate all testing with the Engineer, all
affected Subcontractors, and the Owner.
H. The Engineer reserves the right to test or retest all specified functions whether or not explicitly
stated in the prior approved Test Procedures.
I. The Engineer's decision shall be final regarding the acceptability and completeness of all testing.
J. No equipment shall be shipped until the Engineer has received all test results and approved the
system is ready for shipment.
K. The PCSI shall furnish the services of servicemen, all special calibration and test equipment and
labor to perform the field tests.
L. Correction of Deficiencies
1. All deficiencies in workmanship and/or items not meeting specified testing requirements
shall be corrected to meet specification requirements at no additional cost to the Owner.
2. Testing, as specified herein, shall be repeated after correction of deficiencies is made until
the specified requirements are met. This work shall be performed at no additional cost to
the Owner.
3.03 OPERATIONAL READINESS TESTS (ORT)
A. Prior to startup and the Functional Demonstration Test, the entire system shall be certified
(inspected, tested, and documented) that it is READY for operation.
B. Loop/Component Inspections and Tests: The entire system shall be checked for proper
installation, calibrated, and adjusted on a 100p-by-loop and component-by-component basis to
ensure that it is in conformance with related submittals and these Specifications.
1. The Loop/Component Inspections and Tests shall be implemented using
Engineer-approved fonns and check lists.
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instrument tag number, as given in the Drawings.
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D. Storage
I. Equipment shall not be stored out-of-doors. Equipment, including in-line equipment, shall
be stored in dry permanent shelters and adequately protected against mechanical injury. If
any apparatus has been damaged, such damage shall be repaired by the General Contractor
at his own cost and expense. If any equipment has been subject to possible damage by
water, it shall be thoroughly dried and put through such tests as directed by the Engineer.
Any repair or replacement shall be at the cost and expense of the General Contractor.
1.09
PROJECT/SITE REQUIREMENTS
,,,.....,!
A. Environmental Requirements. Air-conditioned areas require NEMA Type 12 enclosures.
Equipmept below grade shall be NEMA Type 4X. All other areas require NEMA Type 4X
stainless steel enclosures. Refer to Division 16 for area environmental hazardous classifications.
Outdoor areas require sun shields.
B. Temperature. Indoor areas' equipment shall be suitable for 10 to 35 C degrees ambient.
Outdoor areas' equipment shall be suitable for -30 to 50 C degrees ambient. Storage
temperatures shall range from zero to 50 C degrees ambient. Additional cooling or heating shall
be furnished if required by the equipment.
C. Relative Humidity. Air-conditioned area equipment shall be suitable for 20 to 95 percent
relative, non-condensing humidity. All other equipment shall be suitable for 0 to 100 percent
relative, condensing humidity.
D. Power Supply. 120 volts AC sources of electric supply shall be unregulated industrial panel
boards.
I.l 0 MAINTENANCE
A. Spare Parts
I. Spare parts shall be as defined in the related specification sections. All spare parts shall be
new and unused.
2. All spare parts shall be individually packaged and labeled.
3. Provide one (I) gallon of touch-up paint, in one-quart containers, for each type and color
used for all cabinets, panels, consoles, etc., supplied under the related specification
sections.
4. The spares listed above shall be packed in a manner suitable for long-term storage and shall
be adequately protected against corrosion, humidity, and temperature.
I -~
B. Specialty Tools
I. Any specialty software or hardware tools used on the project must be turned over to the
Owner.
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1.11 WARRANTY
A. Provide equipment warranties per Section 01740, Warranties and Bonds, and herein.
1.12 0 & M MANUALS
A. Prior to final acceptance of the system and owner training, operating and maintenance manuals
covering instruction and maintenance on each type of equipment shall be furnished in
accordance with Section 01730, Operating and Maintenance Data and per standards and outline
as developed by Collier County. A preliminary draft copy is to be submitted to the County for
review. Upon final approval, the deliverable is five (5) bound copies of the final approved draft.
~
B. The instructions shall be bound in three-ring binders with Drawings reduced or folded for
inclusion and shall provide the following as a minimum:
.~)-
c
1. A comprehensive index
2. Record Drawings - Record drawings of the Control Panel(s), including Bill of Material
listing for all components provided. These drawings should be similar to the earlier
versions that were submitted for approval prior to panel manufacture, except they should
reflect the way the panels were actually built, with changes to the logic and layout as
necessary to match the changes that have been made since the submittal drawings. In
other words, it needs to be a snapshot of what exists.
3. Manufactures Information - Cut sheets and Operator's manual/user's reference book as
issued for major components. As a minimum, these components include the PLC and all
its sub-components, the touch screen operator interface, the radio, and the UPS.
4. DofO - Description of Operation, Local. Describe the control capability that takes place
locally -- through the use of the local control panel and touch screen operator interface.
As you go through the various control functions and capabilities, the written description
should be supported with pictorial representations such as the OIT screens or pointer on a
portion of an electrical drawing.
5. DofO - Description of Operation, SCADA. Describe the control capability that takes
place at the South Plant SCADA Server, similar to the local Operation Description listed
above. Also similar to the above, support the written description with pictorial
representations -- screens from the Intellution, or partial pictures/images.
6. PLC Documentation - Complete documentation concerning the PLC and its
programming. Included in the RSLogix Report should be, as a minimum: Processor
Information listing, I/O Configuration, Channel Configuration, Program File List, Data
File List, complete ladder-logic printout, Address Assignment listings for all Data
Files/Bits
7. Local OIT - Complete documentation concerning the Operator Interface Touch screen
and its database/address assignment. Can be a screen dump or other type of database
printout.
8. HMI Software Documentation - Complete documentation concerning the Intellution
Screens and its database/address assignment, similar to that above for the OIT -- if this is
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a. Each loop shall have a Loop Status Report to organize and track its inspection,
adjustment, and calibration. These reports shall include the following information
and checkoff items with space for sign offby the PCSI:
I) Project Name
2) Loop Number
3) Tag Number for each component
-
4) Checkoffs/sign offs for each component
a. . Tag/identification
b. Installation
c. Termination - wiring
d. Termination - tubing
e. Calibration/adj ustmen t
5) Checkoffs/sign offs for the loop
a, Panel interface terminations
b. I/O interface terminations
c. I/O signal operation
d. Inputs/outputs operational: received/sent, processed, adjusted
e. Total loop operation
6) Space for comments
b. Each active Analog Subsystem element and each I/O module shall have a Component
Calibration Sheet. These sheets shall have the following information, spaces for data
entry, and a space for sign off by the PCSI:
1) Project Name
2) Loop Number
3) Component Tag Number ofI/O Module Number
4) Component Code Number Analog System
5) Manufacturer (for Analog system element)
6) Model Number/Serial Number (for Analog system)
.-\
7) Summary of Functional Requirements:
a. Indicators and Recorders: Scale and chart ranges
b. Transmitters/Converters: Scale and chart ranges
c. Computing Elements: Function
d. Controllers: Action (direct/reverse) control Modes (PID)
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.~:-""?1
e. Switching Elements: Unit range, differential (FIXED/ADJUSTABLE),
Preset (AUTOIMANUAL)
f. I/O Modules: Input or output
8) Calibrations:
a. Analog Devices: Required and actual inputs and outputs at 0, 10, 50, and
100 percent of span, rising and falling
b. Discrete Devices: Required and actual trip points and reset points
c. Controllers: Mode settings (PID)
....-':
d. I/O Modules: Required and actual inputs or outputs for 0, 10,50, and 100
percent of span, rising and falling
9) Space for comments
10) Space for sign offby the PCSI
I'
2. The General Contractor shall require the PCSI to maintain the Loop Status Reports and
Component Calibration Sheets at the job-site and make them available to the
Engineer/Owner at any time.
3. These inspections and tests do not require witnessing. However, the Engineer shall review
and initial all Loop Status Sheets and Component Calibration Sheets and spot-check their
entries periodically and upon completion of the Operational Readiness Test. Any
deficiencies found shall be corrected.
3.04 FUNCTIONAL DEMONSTRATION TEST (FDT)
A. Prior to startup and the 30-Day Test, the entire installed instrument and control system shall be
certified that it is ready for operation. All preliminary testing, inspection, and calibration shall
be complete as defined in the Operational Readiness Tests. .
B. Once the facility has been started up and is operating, a witnessed Functional Demonstration
Test shall be performed on the complete system to demonstrate that it is operating and in
compliance with these Specifications. Each specified function shall be demonstrated on a
paragraph-by-paragraph, loop-by-loop, and site-by-site basis.
C. Loop-specific and non-loop-specific tests shall be the same as specified under Functional
Demonstration Tests except that the entire installed system shall be tested and all functionality
demonstrated.
D. Updated versions of the documentation specified to be provided for during the factory tests shall
be made available to the Engineer at the job-site both before and during the tests. In addition,
one (l) copy of all O&M Manuals shall be made available to the Engineer at the job-site both
before and during testing.
E. The daily schedule specified to be followed during the factory tests shall also be followed during
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the Functional Demonstration Test.
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F. The system shall operate for 100 continuous hours without failure before this test shall be
considered successful.
G. Demonstrate communication failure and recovery
H. Demonstrate total power failure and recovery. NOTE: The UPS shall be removed for this test.
L Demonstrate a catastrophic failure and recovery of a workstation and a PLC.
J. Demonstrate procedure for backing up the computer system (including PC and PLC); reload
using a backup; and completely restore a PC and/or PLC from a backup.
3.05 30-DA Y SITE ACCEPTANCE TEST (SAT)
A. After completion of the Operational Readiness and Functional Demonstration Tests, the PCSI
shall be responsible for operation of the entire system for a period of30 consecutive days, under
conditions of full plant process operation, without a single non-field repairable malfunction.
B. During this test, plant operating and PCSI personnel shall be present as required. For this test,
the PCSI is expected to provide personnel who have an intimate knowledge of the system
hardware and software.
C. While this test is proceeding, the Owner shall have full use of the system. Only plant operating
personnel shall be allowed to operate equipment associated with live plant processes.
D. Any malfunction during the tests shall be analyzed and corrected by the PCSL The Engineer
and/or Owner will determine whether any such malfunctions are sufficiently serious to warrant a
repeat of this test.
E. During this 30 consecutive day test period, any malfunction which cannot be corrected within 24
hours of occurrence by PCSI personnel, or more than two similar failures of any duration, will
be considered a non-field-repairable malfunction.
F. Upon completion of repairs by the PCSI, the test shall be repeated as specified herein.
G. In the event of rejection of any part or function, the PCSI shall perform repairs or replacement
within 90 days.
H. The total availability of the system shall be greater than 99.5 percent (99.5%) during this test
period. Availability shall be defined as:
Availability = (Total Testing Time - Down Time) Total Testing Time
, .~
I. Down times due to power outages or other factors outside the normal protection devices or
back-up power supplies provided shall not contribute to the availability test times above.
J. Upon successful completion of the 30-day site acceptance test and subsequent review and
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.
approval of complete system final documentation, the system shall be considered substantially
complete, and the one year warranty period shall commence.
3.09 TRAINING
A. General
1. The cost of training programs for the Owner's personnel shall be included in the Contract
price. Where practical, the training and instruction shall be directly related to the system
being supplied.
2. Training shall be conducted at the manufacturer's training facility, and the Owner's
facilities.
3. All Technicians, Operators, Engineers, and Managers of the Facility shall require training
on the Process Control System (PCS). The training courses shall address operation,
maintenance, and troubleshooting of the system provided. The courses shall be designed
specifically for the type of personnel attending, such as Operators, Engineers, etc.
4. All training schedules shall be coordinated with and at the convenience of the Owner. Shift
training may be required to correspond to the Owner's working schedule.
5. Provide detailed training manuals to supplement the training courses. The manuals shall
include specific details of equipment supplied and operations specific to the project.
6. The trainer shall make use of teaching aids, manuals, slide/video presentations, etc. After
the training services, all training materials shall be delivered to Own~r.
7. The Owner reserves the right to videotape all training sessions. All training tapes shall
become the sole property of the Owner.
8. It will be expected to have the O&M manuals finalized prior to the scheduling of these
sessions, as the Operators will be asked to read and be familiar with them prior to the
training exercises.
9. The County will require 7 days notice for training and an agenda shall be provided 48 hours
before the scheduled training.
10. All testing and checkout is to be completed before training may be scheduled.
B. Factory Training
1. Integrated Process Control System Training
a. Human Machine Interface (HMI)
1) A single I-day session for four (4) of the Owner's personnel shall be held
before the FDT, but not more than one month before the FDT.
2) Training personnel shall be intimately familiar with the control system
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6295-41350
equipment, its manipulation, and eonfiguration. Training personnel sball 1 0 F
command knowledge of system debugging, program modification,
troubleshooting, maintenance procedure, system operation, and programming,
and shall be capable of transferring this knowledge in an orderly fashion to
technically oriented personnel.
3) Training and instruction shall be specific to the system that is being supplied.
4) Training shall consist of classroom and hands-on instruction utilizing the
Owner's system.
5) Detailed training shall be provided on the actual configuration and
implementation for this Contract. Training shall cover all aspects of the system
thilt will allow the Owner's personnel to maintain, modify, troubleshoot, and
develop future additions/deletions to the system. The training shall cover the
following subjects, as a minimum:
(a) System overview
(b) System hardware components and specific equipment arrangements
(c) System startup, shut down, load, backup, and historical archival/retrieval
procedures
(d) Specific application configuration covering the overall design and
implementation of the applications provided under this Contract. The
intent is to make the student fully knowledgeable in all aspects of the
system provided.
(e) Periodic maintenance
(f) Troubleshooting and diagnosis
(g) Network configuration, communications, and operation
(h) Windows operation and maintenance
(i) System backups and reload procedures
(j) TCP/IP addressing procedures
b. Programmable Logic Controller (PLC) Hardware and Software
1) A single I-day session for four (4) of the Owner's personnel shall be held
before the FDT, but not more than one month before the FDT.
2) Training and instruction shall be specific to the system that is being supplied.
3) Training shall consist of classroom and hands-on instruction utilizing the
Owner's system.
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.
4) Detailed training shall be provided on the actual configuration and
implementation for this Contract. Training shall cover all aspects of the system
that will allow the Owner's personnel to maintain, modify, troubleshoot, and
develop future additions/deletions to the system. The training shall cover the
following subjects, as a minimum:
~1,
(a) System overview
(b) System hardware components and specific equipment arrangements
(c) System startup, shut down, load, backup, and historical archival/retrieval
procedures
1
(d) Specific application configuration covering the overall design and
implemehtation of the applications provided under this Contract. The
intent is to make the student fully knowledgeable in all aspects of the
system provided.
.;':"."'-.
:.:,~\
(e) Periodic maintenance
(f) Troubleshooting and diagnosis
(g) Network configuration, communications, and operation
(h) Windows operation and maintenance
C. Field Training
a. Provide a minimum of one 4-hour hardware training and instruction on the
maintenance of the field instrumentation for four (4) of the Owners instrumentation
technicians. This training shall be conducted before the Functional Demonstration
Test, but no more than one (1) month before and at a time suitable to the Owner. This
training shall take place at the Owners facility. As a minimum the following shall be
included:
1) Training in standard hardware maintenance for the instruments provided
2) Specific training for the actual instrumentation configuration to provide a
detailed understanding of how the equipment and components are arranged,
connected, and set up for this Contract
3) Test, adjustment, and calibration procedures
4) Troubleshooting and diagnosis
5) Periodic maintenance
D. Panel Instruments
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a.
Provide a minimum of oue 4-hOUT hardware training and instruction in thel 0 F
maintenance of the panel instrumentation for four (4) of the Owners technicians.
Training should be conducted before the Functional Demonstration Test, but not
more than one (l) month before and at a time suitable to the Owner. This training
shall be provided at the Owners facility and at a minimum the following shall be
included:
.
1) Training in standard hardware maintenance for the instruments provided
2) Specific training for the actual instrumentation configuration to provide a
detailed understanding of how the equipment and components are arranged,
connected, and configured for this Contract
3) T~st, adjustment, and calibration procedures
4) Troubleshooting and diagnosis
5) Periodic maintenance
E. Management Seminar
a. Provide Management Seminar for the Owner's personnel at the Owner's facility.
The objective of this seminar is to provide non-operations/maintenance personnel
with an overview understanding of the process control system. The attendees will be
the Owner's management, engineering, and other non-operations personnel. The
seminar shall include, but not limited to, the following:
1) An overview of the process control system explaining how the hardware and
software supplied under this Contract is used for the operation and control of
the facilities.
2) A blbck diagram presentation of the process control system showing how and
what information flow within the System and what is done by each functional
unit.
3) An explanation of the operator interfaces including a demonstration of how to
use an Operator's CRT to access displays, control, etc.
4) A walk-through of the installed system explaining each of the items covered in
the functional units discussion. The features and functions of operator controls
and interfaces shall be discussed.
3.10 CONTROL SYSTEM DIAGRAMS AND DETAILS
I~
A. To assist the PCSI in determining the scope of work, a series of loop diagrams and details are
provided. Unless specifically stated otherwise, the PCSI shall be responsible for providing all
instrumentation, control equipment, and auxiliary devices necessary to perform the functions
specified herein and as shown and described on these diagrams. Any auxiliary devices such as
lightning/surge protectors, relays, timers, signal isolators, signal boosters, etc. which are
necessary for complete operation of the system, or to perform the functions specified, shall be
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included whether or not they are specifically shown or tabulated on the loop diagrams.
B. The intent of the loop diagrams (as shown in the Drawings) are to describe in as much detail as
possible, the hardware, software and functional requirements of a process measurement and
control system. They are not intended to convey requirements for conduit and wiring between
panels or system components. This information is included in appropriate electrical
specifications and Drawings. Any additional wiring or raceway required for a fully operational
system shall be provided at no additional cost to the owner.
END OF SECTION
"3
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SECTION 13310
DISTRIBUTED CONTROL SYSTEM
PART 1 GENERAL
1.01
SCOPE OF WORK
A. Furnish all labor, materials, equipment, services, and incidentals required to install a complete
computer based control system, ready for operation, and tested hereinafter termed the System
as shown oli the Drawings and as specified.
B. Equipment, materials, and services shall be supplied in accordance with the general
requirements dermed in Section 13300.
C. The PCSI shall provide equipment, materials, software, calibrations, training,and services that
are required to successfully interface and interconnect the System and associated equipment
that are specified or designated in drawings or provisions of these specifications for the
purpose of providing a fully integrated and functional control system as specified.
D. The PCSI shall furnish and install cabling and cable accessories, including tools necessary for
connecting the System and peripherals, PLCs, Operator Workstations, data highway, and
input/output devices.
E. The PCSI shall furnish startup, training, and system check-out services.
F. Omission of a specific electrical or electronic item obviously necessary for the proper
functioning of the equipment shall not relieve the PCSI of the responsibility of furnishing and
installing the item at no additional cost to the Owner.
G. All equipment and installations shall satisfy applicable Federal, State, and local codes.
H. Supplementing this Section, the Drawings and related Specification sections provide
additional details showing panel elevations, instrument device schedules, functional
requirements of the system, and interaction with other equipment.
I. The PCSI shall coordinate and schedule all testing procedures with the General Contractor.
J. Each server, workstation, laptop, and PLC shall be backed up after completion ofthe 30-Day
Test These backups shall be turned over to the Owner.
K. All software packages provided under this contract shall be licensed under the Owner's name
and address. The PCSI shall coordinate with the Owner for correct name and address.
1.02 RELATED WORK
A. Refer to section 13300
1.03 COORDINA TION MEETINGS
A. Refer to Section 13300.
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1.04 SUBMITTALS
A. Refer to Section 13300.
1.05 REFERENCE STANDARDS
A. Refer to Section 13300.
1.06 PCSI QUALIFICATION
A. Refer to Section 13300.
1.07 SYSTEM DESCRIPTION
A. Refer to Section 13300.
1.08 DELIVERY, STORAGE AND HANDLING
A. Refer to Section 13300.
1.09 PROJECT/SITE REQUIREMENTS
A. Refer to Section 13300.
1.10 MAINTENANCE
A. Tools
1. Refer to Section 13300.
B. Test Equipment
1. Refer to Section 13300.
C. Spare Parts
I. Spare parts equal to at least 25% of field replaceable System components shall be
supplied. As a minimum, the following shall be provided.
a. One (1) spare PLC processor and main memory circuit board.
b. Two (2) spare input/output PLC cards of each type furnished or 25% of installed
quantity, whichever is greater.
c. Two (2) spare network interface and communication modules of each type provided
with the System.
d. Two (2) spare power supplies of each type utilized in the System.
e. Ten percent (l0%) (minimum of 2) of each type of miscellaneous components,
switches, lights, and cable connectors as provided with the System.
f. One (I) spare rack for PLC equipment of each type and size provided with the
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g. Ten percent (l0%) (minimum of2) spare of each type of Local Area Network
(LAN) system component provided with the System including transceivers,
connectors, power supplies, repeaters, concentrator racks, modems, etc.
2. Spare parts equal to at least one set of manufacturer's recommended spares shall be
supplied.
3. The PCSI shall perform an availability analysis based upon expected repair turnaround
times and shall supply any additional spare parts beyond the 10% as required to provide
99.9% system availability. A copy of this analysis shall be provided to the
Owner/Engineer prior to system shipment. Assumptions used in developing the analysis
will be verified during system acceptance testing.
'-:...:.
4. All spare parts shall be packaged so as to prevent damage during long storage. All
packages shall be legibly and properly identified with indelible markings on the exterior
as to contents.
5-. Complete ordering information including manufacturer, part number, part name, and
equipment for which the part is to be used shall be provided.
1.11 WARRANTY
A. Refer to Section 13300.
1.12 SYSTEM FINAL DOCUMENTATION
A. Refer to Section 13300.
PART 2 PRODUCTS
2.01 GENERAL
A. Refer to Section 13300.
B. Equipment shall be designed to operate on a 60 Hertz alternating current power source at a
nominal 120 volts, plus or minus 10 percent, except where specifically noted. Regulators and
power supplies required for compliance with the above shall be provided. Where equipment
requires voltage regulation, constant voltage transformers shall be supplied.
C. Materials and equipment used shall be UL approved wherever such approved equipment and
materials are available.
D. The System shall be designed and constructed to withstand the demands of real time process
management and control.
.~ 2.02
GENERAL SYSTEM SOFTWARE REQUIREMENTS
A. Match existing operating system, HMI software and PLC programming software.
2.03 PROGRAMMABLE LOGIC CONTROLLER (PLC)
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A. Hardware
1. Major hardware components ofthe PLC portion of the control system shall include:
a. Central Processing Unit (CPO)
b. Input/Output Modules
c. Communications Equipment
d. Power Supply and Chassis
2. General
a. The PLCs shall communicate between the operator workstation and field mounted
transducers, switches, controllers, and process actuators and the PanelView.
Communications protocol shall be completely transparent to process operators at the
PC and the paneL The PLC shall be an intelligent microprocessor based device that
can collect data and process control functions. Communications with the operator
workstation shall utilize the Ethernet 802.3 compliant data highway as shown in the
Drawings. The PLC shall reside directly on the Ethernet data highway and
communications shall be via a PLC chassis mounted Ethernet communications
module as manufactured by the PLC manufacturer. Ancillary or third party Ethernet
equipment required to connect the PLC to the Ethernet data highway shall not be
acceptable.
b. All components of the PLC system shall be ofoormally recognized industry
standards and regularly sold for industrial installations. All components shall be
assembled by the PLC manufacturer into structurally sound housings. All connecting
cables, switches, and other operator-controlled devices shall be constructed so as to
withstand, without damage, all normal use and handling.
c. The PLC system shall be of modular design with a plug-in processing unit,
input/output cards, or assemblies. All components shall be marketed and supported
by the one manufacturer. All necessary cables shall be included.
d. Electrical supply voltage to the PLC shall be 115V AC +\- 15%, 48-63Hz. PLC
system power supplies shall be fused for overload protection.
e. Each PLC (including all I/O) shall be powered from the UPS power conditioning
system specified herein.
f. The PLC shall be capable of stand alone operation in the event of failure of the
communication link to the operator workstations.
g. The PLC shall be a digital solid state logic system capable ofperforrning the same
functions as conventional relays, timers, counters, and math functions. The PLC
shall consist of a central processor unit, memory, input/output cards and racks,
power suppliers, interconnecting cables, communication lines and other optional
items as necessary to meet the functional requirements.
h. All products shall be designed, manufactured, and tested in accordance with
recognized industrial standards. All products shall have corrosion protection. All
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products shall have UL, CSA and FM approval. The PLC subsystems shall be
approved for and adhere to the following agency and environmental specifications:
1) Vibration. 3.5 mm Peak-to-Peak, 5-9 Hz: LOG, 9-150 \Hz. The method of
testing is to be based upon IEC 68-2-6 and JIS C 0911 standards for vibration.
The system is to be operational during and after testing.
2) Shock. 15G, 11 msec. The method of testing is to be based upon IEC 68-2-27
and JIS C 0912 standards for shock. The system is to be operational during and
after testing.
3) Temperature. All PLC hardware shall operate at an ambient temperature of 0 to
60 degrees C (32 to 140 degrees F), with an ambient temperature rating for
storage of - 40 to + 85 degrees C (- 40 to + 185 degrees F).
4) Relative Humidity. The Programmable Controller hardware shall function
continuously in the relative humidity range of 5% to 95% with no
condensation.
5) Noise Immunity. The Programmable Controller system shall be designed and
tested to operate in the high electrical noise environment of an industrial plant
as governed by the following regulations: EEE 472, IEC 801, MILSTD 461B,
IEC 255-4, NEMA ICS 2-230.40, and ANSI/IEEE C-37.90A-1978
1. The supplier shall provide operating instruction manuals with adequate information
pertaining to the following:
1) System specifications
2) Electrical power requirements
3) Application considerations
4) Assembly and installation procedures
5) Power up procedures
6) Troubleshooting procedures
7) Programming procedures
8) Explanation of internal fault diagnostics
9) Shut down procedures
10) Recommended spare parts list
J. The supplier shall provide a network of field sales and support personnel located in
major cities throughout the United States. The supplier shall also provide a field
service department with experienced representatives stationed in major cities with
the capability to provide telephone consultation, prompt on-site service, and field
replacement stock.
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k. The supplier shall provide product application assistance by trained and experienced
engineers to assist the Owner with program and system development through
telephone consultation and on-site check-out, debug, and start-up assistance.
L The supplier shall have the capability to conduct on-site training programs at a
location provided by the customer.
m. The supplier shall supply videotape training courses directed toward the operation
and maintenance of PLCs.
n. Modules are defined herein as devices which plug into a chassis and are keyed to
allow installation in only one direction. The design must prohibit upside down
insertion of the modules as well as safeguard against the insertion of a module into
the wrong slot.
o. In a single chassis system all system and signal power to the CPU and support
modules shall be distributed on a single motherboard or backplane. No
interconnecting wiring between these modules via plug-terminated jumpers shall be
acceptable.
p. All system modules, main and expansion chassis shall be designed to provide for
free air flow convection cooling. No internal fans or other means of cooling, except
heat sinks, shall be permitted.
q. The programmable controller and all of the corresponding components within the
family of controller products shall be by a company who regularly manufactures and
services type of equipment.
r. The manufacturer shall have a fully operational quality assurance and quality control
program in place and shall comply with IS09001 standards for "Quality Systerns-
Model for Quality Assurance in design/Development, Production, Installation, and
Servicing".
s. The manufacturer or its authorized representative shall provide complete technical
support for all of the products. This shall include headquarters or local training,
regional application centers, local or headquarters technical assistance and a "1-800"
phone line.
t. All major assemblies and sub-assemblies, circuit boards, and devices shall be
identified using permanent labels or markings, each of which indicates the
manufacturer's catalog number and a product manufacturing date code.
u. The PLCs shall be the following
I) Rockwell Allen-Bradley ControLogix 5555
3. Input/Output Modules (I/O)
a. General
I) The I/O count and type shall be determined by the PCSI as required to
implement the functions specified plus an allowance for active spares as noted
below.
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2) Each I/O drop or I/O location shall include 20 percent (minimum of 4) active
input points (both DI and AI) and 20 percent (minimum of 4) active outputs
points (both DO and AO) for future use. The spares shall be the same type of
I/O modules supplied. Spare output points that require the use of an external
relay shall be supplied with the external relay. Regardless of the spare
requirement, all installed unused points on all I/O modules shall be wired to
terminal blocks and the termination cabinet in the order that they occur on the
I/O modules. Termination of all spares at the end of the termination cabinet
terminal strips shall not be acceptable.
3) Minimum isolation between input/output and logic voltage shall be 2500V
RMS per NEMA standards via opto-isolation.
4) All outputs shall have field replaceable fuse protection and blown fuse
indicators.
5) I/O modules shall be plug-in mounted to the I/O mounting bases. I/O modules
shall be designed to allow insertion at any point on the mounting base.
6) Field wiring terminal blocks shall be pull apart type, if mounted on the I/O
modules, or mounted on the I/O mounting base to allow I/O module
replacement without disconnection of the field wiring. All field wiring terminal
blocks shall be 300V minimum NEMA rated, and accommodate no less than
two (2) #14 gauge wires.
7) I/O module usage shall comply with the following table unless noted otherwise:
I/O Type
Module Type
Analog input
Analog output
Discrete input
Discrete output
4-20mA (remote power supply)
4-20mA (remote power supply)
120 V AC (individually isolated)
Relay
8) The 24 VDC power for analog instrument loops shall be provided by the PCSI
as a part of the system. The 24 VDC power supply shall be derived from the
120 V AC input power circuit to the PLC. The field side of the 24 VDC power
sources(s) shall have individual or grouped (of logically associated circuits)
fusing and provided with a readily visible, labeled blown fuse indicator.
9) 120 V AC power for discrete outputs shall be provided from the associated
motor starter control circuit (when used with motor starters) or other 120 V AC
source (when I/O is not associated with a particular motor starter).
10) Surge protection for outputs driving coils, solenoids, etc., shall be provided by
the PCSI as required.
11) Where multiple mechanical components are provided for process redundancy,
their field connections to I/O modules shaH be arranged such that the failure of
a single I/O module will not disable all mechanical components of the
redundant system (Le., inputs for Pump No.1 on one input card, inputs for
Pump No.2 on another input card).
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12) I/O modules shall contain a maximum of 16 points per card.
13) The I/O points shall be optically isolated and capable of withstanding low
energy common mode transients of 1500 volts peak.
b. Discrete I/O
1) Relay type outputs shall be Form-C type (both NO and NC contact) and shall
be rated for 5.0 amps continuous. These type outputs shall be used on all MCC
circuits or other inductive loads.
2) Each discrete input and output shall have an LED or other visible indication of
on/off status.
c. Analog I/O
:':1
1) All of the analog inputs and outputs shall have at least 12 bit resolution (i.e., to
1 part in 4096) and relative total accuracies within .025% of full scale. All
analog signals shall be isolated; no single ended or common analog signals
shall be allowed.
d. Power Supply and Chassis
1) The I/O chassis shall provide for directly mounting the CPU, power supplies,
communication modules, and the I/O modules. Chassis shall be available for
direct mounting in a 19-inch rack or alternatively, flush or surface mounted. I/O
chassis shall have at least the munber of I/O slots to accommodate any mixture
of analog, digital or special function modules as indicated on the Drawings.
Modules shall be electrically isolated from each other (as a minimum 1500
VDC) allowing mixed voltages on the same I/O chassis. The chassis shall also
allow for mounting both analog and digital I/O modules on the same I/O
chassis. Each chassis shall operate as either a CPU or expansion rack.
2) The power supply shall operate on 120V, AC, 60 Hz; single phase to power the
CPU, communication cards, and other cards in the main equipment mounting
chassis. The power supply shall include fuse and fuse holder which is
accessible without requiring removal of power supply from I/O chassis.
3) Power supply health and voltage output levels shall be monitored by the CPU.
4) The power supply shall operate at the following:
(a) 120 VAC rms plus or minus 15% continuously
(b) 120 V AC rms plus or minus 30% maximum, 30 seconds
(c) 120 V AC rms plus or minus 100%, maximum 17 milliseconds
(d) Line spikes at 100 V AC (5000 microseconds duration); 0.5 per cent
maximum duty cycle.
5) A single main power supply shall have the capability of supplying power to the
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CPU and local input/output modules. Auxiliary power supplies shall provide
power to remotely located racks.
6) At the time of power-up, the power supply shall inhibit operation of the
processor and I/O modules until the DC voltages are within specifications.
7) The power supply shall not consume an available I/O slot.
8) The PCSI shall size all power supplies to provide adequate power for the I/O as
indicated in the Drawings, plus enough reserve capacity to power all possible
future I/O modules which could be mounted in the chassis.
4. I/O Direct Current (DC) Power Supply
a. Redundant 24 VDC power supplies for powering analog instrument loops, discrete
inputs, and discrete outputs shall be sized and provided by the PCSI as a part of the
system. The 24 VDC power supply shall be derived from the 120 V AC input power
circuit to the PLC. If one power supply fails, the other power supply shall begin
supplying the loads without interruption in 24V DC service to the field devices.
b. The power supplies shall provide sufficient regulation and ripple control to assure
that the instruments and devices being operated can operate within their required
tolerances. Output over voltage and over current protective devices shall be provided
with the power supply to protect the instruments from damage due to power supply
failure and to protect the power supply from damage due to external failure.
Transformers shall have primary and secondary fuse protection.
c. Output over voltage and over current protective devices shall be provided. The field
side of the 24 VDC power sources(s) shall have individual or grouped (oflogically
associated circuits) fusing and provided with a readily visible, labeled blown fuse
indicator.
d. Power supplies shall be manufactured by Adtec, Sola, Power One, or approved
equaL
5. Software
a. PLC Programming Software
1) The PCSI shall provide a copy of the latest version of RSLogix 5000 PLC
configuration and application development software package complete with
documentation and disks. Upon completion of the project, the PCSI shall
transfer ownership (including all license registrations and support contracts
from Rockwell) to the owner.
2.04 HMI GRAPHIC TERMINAL
. -i A. General
L Human Machine Interface (HMI) shall be provided to view and change PLC parameters
and to display alarm messages. The HMI shall be a touch screen type.
2. HMI shall be Allen-Bradley PanelView 1400e.
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3. HMI software shall be PanelBuilder. Upon completion of the project, the PCSI shall
transfer ownership (including all license registrations and support contracts from
Rockwell) to the owner
2.05 COMMUNICA nON NETWORKS
A. General
1. The PCSI shall furnish and install a complete IEEE 802.3 compliant Ethernet Local Area
Network (LAN) capable of supporting communications between all servers, operator
workstations, PLCs and RTUs as shown on the system architecture block diagram. The
PCSI shall furnish all necessary cables, face plates, connectors, modems, transceivers,
repeaters, qiodules, splice kits, etc. required for a complete and operational LAN.
2. The PCSI shall furnish and install a complete Remote Input/Output (RIO) data highway
capable of supporting communications between all PLCs as shown on the system
architecture block diagram. The PCSI shall furnish all necessary cables, face plates,
connectors, modems, transceivers, repeaters, modules, splice kits, etc. required for a
complete and operational RIO data highway.
B. Wires and Connectors
1. Ethernet lOOBASE-T Cable
a. The unshielded twisted pair cable shall be designed for use with a high speed (l 00
Mbaud) Ethernet looBASE-T communications network. The twisted pair cable shall
have a nominal impedance 100 ohms at 1 MHz, a maximum attenuation of lO dB
. per 1000 feet at 1 MHz. The twisted pair cable shall be plenum rated and shall have
a minimum of four 24 A WG solid copper conductor pairs. The twisted pair cable
shall be manufactured by Belden, or equal. All 1 OOBASE- T (RJ-45) terminations on
the twisted pair cable shall be done in a professional and workman like manner.
Terminations shall provide for proper strain relief on the cable jacket. Strain relief
on the wire and/or wire insulation shall not be acceptable.
C. Components: The system shall be designed using industry standard, readily available
components. Prototype components, or custom designed components are unacceptable. If
additional communication components are required and provided they shall match existing
communication equipment.
2.05 UNINTERRUPTIBLE POWER SUPPLY (UPS) SYSTEM
A. The UPS shall sustain operation of the indicated equipment and shall provide p{)wer for an
orderly shutdown to prevent the loss of the System during power failure. The UPS shall
provide isolation between the PLC Control System and the plant power system.
B. The UPS shall consist of a ferroresonant transformer, a microprocessor controlled static
inverter, precision 3 step battery charger, batteries to store emergency power, a detachable
keYPl;ld, an electronic digital meter, and an integrally mounted manual isolated break before
make bypass switch.
C. Under normal operating conditions, the critical load shall be powered by a normal AC line
supply that has been filtered through the ferroresonant transformer. When AC line power is
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present, the inverter shall be off and the battery charger shall be off, if the batteries are fully
charged. When AC line power fails, or goes out of tolerance, the inverter shall supply AC
power to the transformer from the batteries. There shall be no measurable break in the output
of the system during transfer from normal AC line supply to the inverter battery supply or
back to line.
1. The UPS system shall be sized to sustain 1.5 times the connected fuUload for a minimum
period of30 minutes in an operating environment of320F to 1040. Exact sizing is the
responsibility of the PCSI.
2. The UPS system shall be lightning and surge tested per ANSI/IEEE C62.41 and shall be
capable of reducing an input spike to less than 3 volts on the output for a 2000 to 1 spike
attenuation. The UPS system shall have 120 dB common mode and 60 dB Transverse
mode noise attenuation.
3. The UPS system shall provide a true separately derived power source as defined in the
NEC article 250-5d with output neutral bonded to ground. There shall be no'direct
connection between input and output and less than 2 pf of effective input to output
capacitance.
4. The UPS system output shall be regulated to 120 V AC.:t 3%, 60 HZ.:t 0.5 HZ over the
full dynamic range from no load to full load and low line V AC to high line V AC and low
battery voltage to high battery voltage.
5. The UPS system shall provide computer grade sine wave power with 5 percent or less
total harmonic distortion.
6. The UPS system capacity shall be rated in volt amperes (V A) while loaded with typical
computer grade switch mode power supplies having a power factor of 0.6 to 0.7 and crest
factor of2.7 to 3.5.
7. The UPS system shall have an efficiency of at least 90% when operated from AC line.
8. The UPS system shall have built-in self-diagnostic monitoring capable of monitoring as a
minimum AC volts in/out, AC current in/out, battery voltage, V A load, watts, power
factor percent of full load, time of day, system hours, inverter hours and projected run
time available. Unit shall have two normally open relay contacts for remote alarm
condition reporting. The PCSI shall connect all available status contacts to the control
system.
9. The UPS system shall have a dual track redundant configuration that utilizes either line or
inverter output for power and shall be designed to meet or exceed a MTBF of 100,000
hours.
10. All cables and connectors for power distribution to the system components shall be
furnished and installed under this contract.
...
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II. UPS systems greater than 3 kV A shall be provided with an input voltage shall be 240
V AC, 1 phase, 60 Hertz, all others shall be provided 120 V AC, I phase, 60 Hertz. All
others shall be provided with an input voltage of 120VAC, 1 phase 60 Hertz. The PCSI
shall coordinate the input voltage and neutral requirements with the electrical contractor
before ordering the UPS.
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12. The system batteries shall be sealed, no maintenance type rated for 100 amp hour at 12
VDC.
13. The UPS sizes are the minimum requirement. The PCSI shall provide sizing data on the
UPS listing all loads and calculations required for sizing the UPS system for Engineer
review and approval. The system supplier shall provide test data on the UPS to show
conformance with these specifications including, but not limited to, full load back-up
time, half load back-up time, efficiency at full load, output voltage/frequency regulation
during adverse input power conditions, etc. The UPS system shall be FERRUPS UPS as
manufactured by Powerware or approved equal.
14. Each UPS shall provide dry contacts to tie into computer system such as UPS Fail, UPS
bypass, etc.
"
PART 3 EXECUTION
3.01 GENERAL INST ALLA TION
A. The PCSI shall furnish labor, materials, equipment, and incidentals required to install the
system in accordance with Specification Section 13300 and as specified herein.
B. The PCSI shall be responsible for ensuring that field wiring for power and signal circuits is
correct and wired in accordance with best industry practice. Also, the PCSI shall be
responsible for providing all necessary system grounding to ensure a satisfactory functioning
installation.
C. The shield on each process instrumentation cable shall be continuous from source to
destination and be grounded as directed by the manufacturer of the instrumentation equipment,
but in no case more than one ground point be employed for each shield.
D. Analog, discrete, and power wiring shall be physically separated to the maximum extent
possible. In no case shall any wire bundle contain signals of mixed types or mixed voltage
types.
3.02 TESTS (GENERAL)
A. Refer to Section 13300.
3.03 OPERA TIONAL READINESS TESTS (ORT)
A. Refer to Section 13300.
3.04 FUNCTIONAL DEMONSTRA nON TEST (FAT)
A. Refer to Section 13300.
3.05 30-DA Y SITE ACCEPTANCE TEST (SAT)
A. Refer to Section 13300.
3.06 TRAINING
A. Refer to Section 13300.
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3.07 PREVENTIVE MAINTENANCE
A. Refer to Section 13300.
3.8 CONTROL SYSTEM DIAGRAMS AND DETAILS
A. Refer to Section 13300.
-"
END OF SECTION
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SECTION 13315
PROCESS INSTRUMENTATION AND CONTROLS - PRODUCTS
PART 1: GENERAL
1.01 SCOPE OF WORK
A. This section covers the furnishing, installation, and services for the field-mounted instruments and
analyzers, major systems, panels, and subassemblies as detailed on the drawings and in the Loop
Diagrams.
...... B. Refer to Section 13300.
1.02 RELA TED WORK
A. Refer to Section 13300.
1.03 SUB MITT ALS
A. Refer to Section 13300.
1.04 REFERENCE STANDARDS
A. Refer to Section 13300.
1.05 QUALITY ASSURANCE
A. Refer to Section 13300.
B. The Engineer shall determine whether a product is an Approved Equal based upon the information
listed herein and the manufacturer's data sheets regarding the models specified. Alternate
equipment must meet the criteria listed herein and any additional information in the manufacturer's
data sheets in order to be accepted as an Approved Equal. Suppliers must furnish five (5) working
installation references for any alternate equipment along with Owner, contact, and telephone
number. .
PART 2: PRODUCTS
2.01 LEVEL INSTRUMENTS
A. Ultrasonic Level
1. Sensor
'1
a. Type
'1) PVC encapsulated sensor
2) Electronic pulse output
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.
3) Bracket mounting
4) Teflon coated sensor (all chemical tanks).
b. Function/Perforrnance
1) Function: To sense variable liquid level.
2) Principle: To pulse ultrasonic signals form the transducer toward the liquid and
receive the echo measuring the time between sending and receiving the pulse signal
and proportioning that to the measured liquid depth.
3) Input Power: From transmitter
4) Range Capability: 0 feet to 35 feet
-=-:"\.
5) Beam Angle: 7 degrees
6) Shall have integral temperature compensation unit.
c. Physical
1) Housing: PVC completely encapsulated and submersible with an aluminum outer
cover shall be suitable for environment in which it is being used.
2) Mounting: 2-inch pipe mounting or flange mounted. Flange shall be 6", 150 lb. RF,
Teflon coated. All flanges for chemical tanks shall be Teflon coated to match the
transducer and flange coatings.
3) Interconnecting Cable: 3 conductor shielded cable, furnished with sensor. Length to
suit installation.
d. Performance
I) Accuracy. Current output I percent of selected full scale range.
2) Repeatability. 0.25 percent full scale.
2. Transmitter
a. Type
I) Electronic pulse input
2) Electronic analog output
3) NEMA 4X stainless steel enclosure
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b. Function/Performance
10F
.
1) Function: To receive the transducer input and provide a current output.
2) Principle: To monitor the transducer echo and provide electrical pulses to the
transducer.
3) Input Power: 105-125VAC,60Hz
4) Output: 4-20 mA into lK ohm maximum
5) Accuracy: Current output one percent of selected full scale range.
6) Repeatability: 0.25 percent full scale.
c. Physical
1) Display: 4 digit LCD display for viewing parameters and operation data.
2) Five (5) form SPDT alarm relays rated at 250 V AC .5 Amps
3) Level transmitter shall be programmed by entering all operational data via a
removable non-intrusive infra-red programming module.
4) Programming module shall be used to calibrate the transmitter and or review the
operational parameters and measured values.
5) Tansmitter shall have EPROM memory and shall not required a battery to ensure
protection of shared data.
d. Manufacturer(s)
1) Milltronics
2) or Approved Equal
B. Level Sensor (Capacitance)
1. Type
a. Admittance probe to convert liquid level to relay transducer.
b. Single sensing probe.
, -l
2. FunctionaI/Performance
a. Match level electrode requirements to the liquid being measured.
3. Probe
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a. Probe material shall be 316 stainless steel with teflon coating.
b. Probe shall be furnished with the appropriate length to perform the functions specified.
c. All electronics shall be mounted remotely in a weatherproof enclosure.
4. Special Requirements
a. Provide kit for tank mounting.
b. Provide connecting cables for remote units.
5. Manufacturers
a. Drexelbrook Engineering Co.
b. Or approved equal
PART 3: EXECUTION
3.01 GENERAL
:'-','~
A. See execution requirements in Section 13300.
END OF SECTION
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SECTION 15051
PIPING - GENERAL REQUIREMENTS
PART 1 GENERAL
1.01 SCOPE OF WORK
A. This Section specifies the basic administrative and testing requirements for piping. Specific
piping materials, systems and related installation and testing requirements are specified in other
Sections of Division 15.
1.02 RELATED WORK
A. Piping materials and systems are included in other Sections of Division 15.
B. Valves are included in Section 15100.
C. Pipe testing is included in Section 15052.
1.03 SUBMITTALS
A. General submittals for piping and piping systems are listed below. Submittals shall be in
accordance with Section 01300. It is not intended that all submittals listed below be provided
for all piping matenals and systems. Refer to individual System or Piping Sections for specific
submittals.
B. Shop Drawings and Product Data:
1. Piping layouts in full detail.
2. Location of pipe hangers and supports.
3. Location and type of backup block or device to prevent joint separation.
4. Large scale details of wall penetrations and fabricated fittings.
5. Schedules of all pipe, fittings, special castings, couplings, expansion joints and other
appurtenances.
6. Catalog cuts of joints, couplings, harnesses, expansion joints, gaskets, fasteners and other
accessories.
7. Brochures and technical data on coatings and linings and proposed method for application
and repair.
C. Samples
D. Design Data
, "l
E. Test Reports:
1. Four copies of certified shop tests showing compliance with appropriate standard.
2. Four copies of all field test reports, signed by CONTRACTOR and ENGINEER.
F. Certificates:
1. Copies of certification for all welders performing work in accordance with ANSI B31.1.
G. MANUFACTURER's Installation (or application) instructions.
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H. Statement of Qualifications
I. MANUFACTURER's Field Report
J. Project Record Document
K. Operation and Maintenance Data in accordance with Section 01730.
'''''
L. Warranties
1.04
REFERENCE STANDARDS
::1
A. American Society for Testing and Materials (ASTM):
1. ASTM A307 - Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile
Strength
c~
B. American National Standards Institute (ANSI):
1. ANSI B16.5 - Pipe Flanges and Flanged Fittings
2. ANSI B31.1 - Power Piping
--I
C. American Welding Society (A WS):
1. A WS B2.1 - Standard for Welding Procedure and Performance Qualifications
D. American Water Works Association (A WW A):
1. A WW A Manual Mil - Steel Pipe - A Guide for Design and Installation
2. AWWA ClIO - Ductile-Iron and Gray-iron Fittings, 3 in. through 48 in., for Water and
Other Liquids
3. A WW A Cll1 - Rubber Gasket Joints for Ductile-Iron Pressure Pipe and Fittings
4. A WW A Cl15 - Flanged Ductile-Iron Pipe with Threaded Flanges
5. A WW A CI50 - Thickness Design of Ductile-Iron Pipe
6. A WW A Cl51 - Ductile-Iron Pipe, Centrifugally Cast in Metal Molds or Sand-Lined
Molds, for Water and Other Liquids
7. A WW A C 153 - Ductile-Iron Compact Fittings, 3 in. through 16 in., for Water and Other
Liquids
8. A WW A C900 - Polyvinyl Chloride (PVC) Pressure Pipe, 4 in. through 12 in., for Water
Distribution
9. A WW A C905 - Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters
14 in. through 36 in.
10. A WW A C651 - Disinfection of Water Mains.
II. A WW A C652 - Disinfection of Water-Storage Tanks
E. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.05 QUAUTY ASSURANCE
A. All materials shall be new and unused.
B. All PVC pipe four (4) inches and above must meet A WW A C900 standards, and all PVC pipe
14 inches and above must meet A WW A C905 standards.
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C. Install piping to meet requirements of local codes.
D. Provide MANUFACTURER's certification that materials meet or exceed minimum requirements
as specified. Reference to standards such as ASTM and ANSI shall apply to those versions in
effect at the time of bid opening.
E. Coordinate dimensions and drilling of flanges with flanges for valves, pumps and other
equipment to be installed in piping systems. Bolt holes in flanges to straddle vertical centerline.
F. Reject materials contaminated with gasoline, lubricating oil, liquid or gaseous fuel, aromatic
compounds, paint solvent, paint thinner and acid solder.
G. Pipe-joint compound, for pipe carrying flammable or toxic gas, must bear approval of
Underwriters' Laboratories or Factory Mutual Engineering Division.
H. Unless otherwise specified, pressures referred to in all Piping Sections are expressed in pounds
per square in gage above atmospheric pressure, PSIG and all temperature are expressed in
degrees Fahrenheit.
1.06 DELIVERY, STORAGE AND HANDLING
_..l.
A. During loading, transportation and unloading, take care to prevent damage to pipes and coating.
Carefully load and unload each pipe under control at all times. Place skids or blocks under each
pipe in the shop and securely wedge pipe during transportation to ensure no injury to pipe and
lining.
PART 2 PRODUCTS
2.01 MATERIALS
A. Specific piping materials and appurtenances are specified in the respective Piping or System
Sections.
_.J.
..
.
B. General installation materials shall be as specified below.
1. Unions shall be brass or bronze unions for joining nonferrous pipe; malleable brass or
bronze-seated iron or steel unions for joining ferrous pipe; PVC unions for joining PVC
pipe; CPVC unions for joining CPVC pipe.
2. Flanged Joints. Pipe bolt sets shall be furnished with new bolts, nuts, and washers. Bolts
shall be ASTMA-320, type B8MA Class lA, bright [mish stainless steel with hexagon
heads and shall have sufficient strength for the maximum operating pressure of the piping
they are to be installed in. Washers shall be Type 316 stainless steel. Nuts shall be hex
nuts conforming to ASTM A194, 8MA stainless steel. Bolt number and size same as
flange standard, studs - same quality as machine bolts, and 11l6-in thick rubber gaskets
with cloth insertions.
3. Temporary Plugs shall be standard plugs or caps which are suitable for permanent service.
4. Flexible Connections shall be flanged spool type, 180 degree F maximum service, single
filled arch with synthetic rubber tube and cover, steel-ring reinforced synthetic fiber
carcass, with flanges drilled to 150-lb ANSI B16.5 Standard. Steel retaining rings, control
rods and compression sleeves shall be provided where shown and as required for the
working pressure of the system in which the joint is installed. All flexible joints shall be
rated for the working pressure of the system in which they are installed.
5. AJJ buried non-metaJJic (plastic) pipe shall be installed with pipe location detection tape.
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The tape shall be installed 6-inches from the surface, directly over the pipe, and shall
indicate the type of service below.
PART 3 EXECUTION
3.01 GENERAL
A.
All dirt, scale, weld splatter, water and other foreign matter shall be removed from the inside and
outside of all pipe and sub-assemblies prior to installing.
B.
All pipe joints and connections to equipment shall be made in such a manner as to produce a
minimum of strain at the joint.
-' ~
c.
Install piping in a neat manner with lines straight and parallel or at right angles to walls or
column lines and with risers plumb. Run piping so as to avoid passing through ductwork or
directly under electric light outlets and/or interference with other lines [or extending beyond
furring lines determined by Architectural Drawings]. All work shall be accomplished using
recognized methods and procedures of pipe fabrication and in accordance with the latest revision
of applicable ANSI Standards, ASME Codes and Pipe Fabrication Institute Standards.
1. Use full length of pipe except where cut lengths are necessary. Do not spring or deform
piping to make up joints.
2. Pipe shall be cut square, not upset, undersize or out of round. Ends shall be carefully
reamed and cleaned before being installed. Bending of pipe is not permitted. Use fittings
for all changes in direction.
3. Do not use bushings except where specifically approved by the ENGINEER. Reducers
shall be eccentric to provide for drainage from all liquid-bearing lines and facilitate air
removal from water lines.
4. Verify the locations and elevations of any existing piping and manholes before proceeding
with work on any system. Any discrepancies between the information shown on the
Drawings and the actual conditions found in the field shall be reported at once to the
ENGINEER. No claim for extra payment will be considered if the above provision has not
been complied with.
5. Where lines of lower service rating tie into services or equipment of higher service rating
the isolation valve between the two shall conform to the higher rating.
6. Metering of pipe to form elbow is not permitted.
7. All piping interiors shall be thoroughly cleaned after installation and kept clean by
approved temporary closures on all openings until the system is put in service. Closures
should be suitable to withstand the hydrostatic test.
8. End caps on pre-cleaned pipe shall not be removed until immediately before assembly. All
open ends shall be capped immediately after completion of installation.
>:!
"
D. Test Connections:
1. Provide Y2-in female N.P.T. test connection equipped with Y2-in brass plug on all pump
suction and discharge lines. Where indicated on the Drawings, test connections should be
equipped with bar stock valve and gage. Provide test connections at all steam traps. The
connection shall be located on the discharge side of the trap between the trap and the first
valve. It shall consist of a Y2-in branch connection terminated with a gate valve.
E. Unions:
1. Unions screwed or flanged shall be provided where indicated and in the following locations
even if not indicated.
a. In long runs of piping to permit convenient disassembly for alterations or repairs.
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, 3.03
A.
B.
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b. In by-passes around equipment.
c. In connections to tanks, pumps and other equipment between the shut-off valve and
the equipment.
d. In connections on both sides of traps, controls and automatic control valves.
F. Vents and Drains:
1. Provide vents and drains in the following places:
a. Water Lines - Vents at high points and drains at low points.
b. Air Lines - Drains at low points.
UNIONS
Use unions to allow dismantling of pipe, valves and equipment.
WELDING
Welding in accordance with ANSI Standard B31 and AWS B3.0.
Install welding fittings on all welded lines. Make changes in direction and intersection of lines
with welding fittings. Do not miter pipes to form elbows or notching of straight runs to form
tees, or any similar construction. Do not employ welder who has not been fully qualified in
above specified procedure and so certified by approved welding bureau or similar locally
recognized testing authority.
3.04 FLANGED JOINTS
A. Make flanged joints with bolts; bolt studs with nut on each end; or studs with nuts where one
flange is tapped. Use number and size of bolts conforming to same ANSI Standard as flanges.
Before flanges pieces are assembled, remove rust resistant coating from machined surfaces,
clean gaskets and smooth all burrs and other defects. Make up flanged joints tight, care being
taken to prevent undue strain upon valves or other pieces of equipment.
3.05 SLEEVE COUPLINGS
A. Install tie rods, pipe clamps or bridles when sleeve type couplings or fittings are used in piping
system where indicated, and at changes in direction or other places as necessary, to prevent
joints from pulling apart under pressure. Use bridles and tie rods at least %-in in diameter,
except where tie rods replace flange bolts of smaller size, in which case fit with nut on each side
of pair of flanges. Joint harnessing shall conform, as a minimum, to the requirements for the
bolts and tie bolt lugs as set forth in A WW A Manual MIl.
3.06 WAlL SLEEVE SEALS
A. Use expandable rubber segmented sealing device with corrosion- resistant fasteners to make
watertight the annular space between pipe and sleeve. Determined the required inside diameter
of each individual wall opening or sleeve to fit the pipe and seal to assure a watertight joint as
recommended by the MANUFACTURER, before ordering, fabricating or installing. Install pipe
concentrically through wall sleeve. Install and tighten seal per MANUFACTURER's
instructions.
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3.07 TESTING
A. Test all pipelines for water/gas tightness as specified in the Piping or System sections. Furnish
all labor, testing plugs or caps, pressure pumps, pipe connections, gages and all other equipment
required. All testing shall be performed in the presence of the ENGINEER.
B. Repair faulty joints or remove defective pipe and fittings and replace as approved by the
ENGINEER. Retest.
3.08 DISINFECfION
> ;1
A. Before being placed in service, all new pipelines shall be chlorinated using the continuous feed
method specified in A WW A C651 and in conformance to Section 02675 - Disinfection. The
procedure shall be approved by the ENGINEER in advance.
B. The location of the chlorination and sampling points will be determined by the ENGINEER in
the field. Taps for chlorination and sampling shall be installed by the CONTRACfOR. The
CONTRACTOR shall uncover and backfill the taps as required.
C. The general procedure for chlorination shall be first to flush all dirty or discolored water from
the lines and then introduce chlorine in approved dosages through a tap at one end, while water
is being withdrawn at the other end of the line. The chlorine solution shall remain in the
pipeline for 24 hours.
D. Special disinfecting procedures shall be used in connections to existing mains and where the
method outlined above is not practical.
E. The CONTRACTOR shall make all arrangements necessary for the collection and examination
of samples of water from disinfected water mains with the approval of the County Health
Department. These samples shall be examined for compliance with the Department of Health
and Rehabilitative Services requirements. Sampling shall be made daily and continuously until
two successive examinations are found satisfactory. Should three examinations be found
unsatisfactory, the line shall be flushed and disinfected again. The cost of all sampling, flushing,
and disinfecting shall be included in the contract price and no additional charge shall be made to
the OWNER for this work.
F. Water being flushed from structures or pipelines after disinfection with a chlorine residue of 2
mgll or greater, shall be treated with a dechlorination solution, in a method approved by tbe
ENGINEER, prior to discharge.
END OF SECTION
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SECTION 15052
PIPE TESTING - GENERAL REQUIREMENTS
PART 1 GENERAL
1.01 SCOPE OF WORK
A. This Section specifies the general requirements for testing the various piping systems shown on
the Drawings and specified elsewhere in these Specifications. Refer to Piping and System
Section specs for actual test parameters.
1.02 RELATED WORK
~.
;
A. Pipe, joints, piping systems and appurtenances are specified in other Sections of Divisions 2 and
15.
B. Plant Startup is included in Section 01625.
1.03 SUBMITTALS
A. Test Records:
1. Records shall be maintained of all tests performed.
2. Test records shall include:
a. Date of Testing
b. Identification of Piping Tested
c. Test Fluid
d. Test Pressure
e. Signatures of CON1RACfOR and ENGINEER
3. If leaks are found, they shall be noted, on the record. After correction, retesting as
specified for original test.
4. Records of test shall be maintained by the CONTRACTOR and 4 copies furnished to the
ENGINEER.
1.04 REFERENCE STANDARDS
A. American Waterworks Association (AWWA):
1. A WW A C600-93 Section 4 Hydrostatic Testing
1.05 QUALITY ASSURANCE
A. Hydrostatic tests consisting of pressure tests and leakage tests shall be conducted on all newly-
installed water distribution system pressure pipes and appurtenances. The tests shall be in
accordance with the provisions listed in this specification and with the provisions of A WW A
C600 or M23 as applicable.
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PART 2 PRODUCTS
2.01 TEST FLUIDS
A. Hydrostatic Test - Water should be used as the test fluid whenever possible. In those systems
where water cannot be used the test fluid may be either the one to be used in the system or the
one agreed upon by the ENGINEER and the CONTRACTOR.
"
:~
B. Service Pressure Test - The fluid for which the system is designed shall be the test fluid. Test
pressures shall be as described in Section 01625 - Plant Startup.
C. Pneumatic Test - Compressed air shall normally be used. Other gases may be used when
specified or directed by the ENGINEER. Test pressures shall be 110 percent of the anticipated
maximum operating pressure, but not exceeding 100 psig, and not less than 5 psig at the highest
point in the system.
.-.- ~
2.02 TEST EQUIPMENT
A. Hydrostatic Test:
1. Water - Of sufficient capacity to deliver the required test pressure.
2. Strainer - On inlet side of the pump to prevent foreign matter from entering the system.
3. Valves - Shall be provided on the suction and discharge side of the pump.
4. Heater - To allow heating of the test fluid when elevated temperatures are required for test.
5. Relief Valve - Set at a pressure to relieve at 20 to 25 percent above the required test
pressure.
6. Pressure Gauge(s) - Capable of reaching 50 percent over the test pressure. These should be
located at the pump discharge and any other place deemed convenient by the
CONTRACTOR.
7. Pressure gauges and relief valves shall be checked for accuracy before use in test
procedures.
B. Service Pressure Test:
1. A pressure gauge capable of registering 25 psi over the design pressure shall be installed
down-stream from the supply shut-off valve if one is not included in the system.
C. Pneumatic Test:
1. Building supply air to deliver the required test pressure if available, or provide a
compressor capable of the required test pressure.
2. Valves shall be provided on the discharge side of the pump.
3. Relief valve to relieve at 10 to 15 percent over the test pressure.
4. Pressure gauge(s) capable of reaching 50 percent over the test pressure. A gauge shall be
located on the pump discharge and other location as required.
,fART3 EXECUTION
3.01 HYDROSTATIC TEST
A. This test specification shall be used to hydrostatically test piping systems for structural integrity
and leaks. The test shall be performed at ambient temperature unless otherwise specified.
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B. Preparation For Test:
1. Determine the fluid to be used for the test, and, if other than ambient temperature is
required, what the test temperature will be.
2. When a fluid other than water is used for a test, the equipment used for the test shall be of a
material compatible with the test fluid. Normally this would be equal to the piping
material.
3. Vents shall be provided at the high points of the system and drains provided where means
of venting or draining do not exist.
I
<,.......,1
4. Remove or block off, all relief valves, rupture discs, alarms, control instruments, etc. that
shall not be subjected to the test pressure.
5. All discs, balls, or pistons from check valves shall be removed if they interfere with fIlling
of the system. . Open all valves between inlet and outlet of the section to be tested.
6. Connect pump and provide temporary closures for all of the external openings in the
system. Use caution to insure that the closures are properly designed and strong enough to
withstand the test pressure.
7. All joints, including welds, are to be left uninsulated and exposed for examination during
test.
8. A joint previously tested in accordance with this specification may be covered or insulated.
9. Piping designed for vapor or gas shall be provided with additional temporary supports, if
necessary, to support the weight of the test liquid.
10. Expansion joints shall be provided with temporary restraint for additional pressure under
test or shall be isolated from the test.
11. Flanged joints, where blanks are inserted to isolate equipment during the test, need not be
tested.
C. The hydrostatic test pressure shall be 1-112 times the design pressure unless otherwise specified
in the System Specification Section 01625.
D. Test Procedures:
1. Allow the test fluid to enter the system. Open vents to allow displacement of all entrapped
air. For all pipelines exceeding 500-ft in length, the maximum rate of filling shall be
limited to that which produces a maximum nominal flow velocity of one foot per second in
the pipe to be tested.
2. Close vents and restrict personnel in the test area to those involved in the test.
3. Raise the pressure slowly with the pump until the predetermined test pressure is reached.
Maintain pressure for duration of time specified in System Specification Section, keeping
personnel at a safe distance.
4. Reduce the pressure about 20 percent and hold it at that point while the entire system is
carefully inspected for leaks, cracks, or other signs of defects.
5. If defects are found, the pressure shall be released, the system drained, the defects corrected
and the test repeated.
6. After a satisfactory test has been completed, the line shall be drained.
E. Flushing:
1. LiJ;les tested with water shall be completely drained.
2. Lines shall be flushed, after test.
3.02 SERVICE PRESSURE TEST
A. This test specification shall be used to test piping systems using service pressure and the fluid
for which the system is used. It shall not be used to test piping systems conveying combusul>le
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or flammable liquids or systems that comply with ANSI B31 codes. Insulated lines shall have all
joints left exposed until completion of the test.
B. The test pressure shall be equal to the maximum pressure that the line will be subjected to under
normal operating conditions as determined by the ENGINEER.
.~
C. Test Procedures:
I. Liquids
a. See that all personnel not involved in the test vacate the area.
b. Allow the system fluid to enter the system slowly while venting the air at the extreme
far and uppermost points. For all pipelines exceeding 500-ft in length, the maximum
rate of filling shall be limited to that which produces a maximum nominal flow
velocity gf one foot per second in the pipe to be tested.
c. When the system is full and all air is vented, close the vents.
d. Allow the pressure in the system to build up to the full line pressure.
e. Inspect entire system for leaks.
2. Gas or Vapor (Including Compressed Air and Steam)
a. See that all personnel not involved in the test vacate the area.
b. In systems that do not have a pressure gauge near the main shut-off valve, a gauge
shall be installed.
c. Allow the system fluid to enter the system slowly until the full operating pressure is
reached.
d. Shut off main supply valve. Observe the gauge for 15 minutes. The pressure gauge
shall not drop during this time.
e. If the gauge drops, indicating the presence of leaks, the systems shall be inspected
visually and, if necessary, with soap suds or commercially available leak detectors to
locate the leak(s).
3. If leaks are found, the lines shall be relieved of pressure, purged if necessary and repaired.
Tests shall be repeated for repaired sections.
;_:~
~~
.. ~~
3.03 PNEUMATIC TEST
A. This procedure for a pneumatic test of piping systems shall be used when directed by the
ENGINEER when water, or other liquid, cannot be introduced into the line, or as a supplement
to a hydrostatic test. It shall not be used to test non-metallic (plastic) pipe.
B. Safety:
1. All pneumatic tests shall be done under the supervision of CONfRACTOR and in the
presence of the ENGINEER.
2. New Construction: The ENGINEER's permission shall be secured before testing.
3. Renovation Projects: The OWNER representative and the ENGINEER must be informed
and their permission secured before testing.
4. Only those people actively participating in the test shall be allowed in the test area.
5. Safety glasses and hard-hats must be worn.
I
C. Test Procedures:
1. Increase the pressure in the line gradually, in steps, to the specified pressure. Checks shall
be made at 25 psig and at 5 psig intervals until the test pressure is reached using sound,
soap solution or a drop in indicated pressure.t2. When the specified pressure for the test is reached, shut off the valve in the supply line
from the pump.
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3. Maintain the test pressure long enough to visually inspect all joints or a minimum of 10
minutes. There shall be no drop in the test pressure in this time.
4. Leaks shall be repaired and the line retested. All leaks shall be noted on the Test Record
form.
5. After satisfactory completion of the test, vent the line and allow it to return to atmospheric
pressure. Connection can then be made to the supply line.
END OF SECfION
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.,' .
SECTION 15053
PIPE PENETRATIONS
PART 1 GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equiprnent and incidentals required and install pipe penetration
assemblies as shown. This Section covers materials for the various pipe penetration
configurations.
1.02 SUBMfITALS
A. Submit MANUFACTURERS' literature, installation instructions, and where applicable, fire
rating and certified test results of the various components on all items to be furnished in
accordance with Section 01300.
PART 2 PRODUCTS
2.01 PIPE SLEEVES
A. Unless otherwise shown all pipe sleeves shall be Schedule 40 galvanized steel pipe conforming
to ASTM A53. Where indicated, provide a2-jn minimum circumferential water stop welded to
exterior of sleeve at its midpoint. Ends of sleeves shall be cut and ground smooth and shall be
flush with the wall or ceiling and extend 2-in above finished floors. Sleeves to be sealed with
mechanical seals shall be sized in accordance with the seal MANUFACTURER's
recommendations. Sleeves to be sealed by caulking and sleeves for insulated piping shall be
sized as required.
B. External wall penetrations 12-in diameter and I~ss may be made by means of a ductile iron sleeve
capable of being bolted directly to the formwork. Seal of the annular space between the carrier
pipe and the sleeve shall be made by rneans of a confined rubber gasket and be capable of
withstanding 350 psi. Sleeve shall have an integrally cast waterstop of 112-in minimum
thickness, 2-112-in minimum height. Sleeves shall be by Omni-Sleeve, Malden, MA or equal.
2.02 WALL CASTINGS
A. Unless otherwise shown, wall castings shall be ductile iron conforming to ANSII A WW A
A21.511CI51, thickness Class 53, diameter as required. Flanges and/or mechanical joint bells
shall be drilled and tapped for studs where flush with the wall. Castings shall be provided with a
2~in minimum circumferential flangelwaterstop integrally cast with or welded to the casting,
located as follows: for castings set flush with walls located at the center of the overall length of
the casting; for castings which extend through wall located within the middle third of the wall.
. -,
't
2.03 SEALING MATERIALS
A. Mechanical seals shall be modular, adjustable, bolted, mechanical type consisting of interlocking
synthetic rubber links shaped to continuously fill the annular space between the pipe and sleeve.
The seal shall be rated by the MANUFACTURER for 40-ft of head or 20 psig. Mechanical seals
shall be Link-Seal [LS-300-S, LS-4oo-S, or LS-5oo-S], depending on pipe size, by Thunderline
Corp., Wayne, MI or equal.
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.
,
B. Sealant shall be a two part foamed silicone elastomer by Dow Coming Co., Product No. 3-6548
silicone R.T.V.; 3M brand fire barrier products caulk c.P. 25 and 3M brand putty 303; or
Flame-Safe fire stop systems Fig. No. FS-500 by Thomas & Betts Corp. Sealant bead
configuration. depth and width shall be in accordance with MANUFACTURER's
recommendations.
-,
2.04 MISCELLANEOUS MATERIALS
A. Bonding compound shall be Sikadur Hi-Mod epoxy by Sika Corp.; Euclid Chemical Corp.;
Master Builders Company or equal.
B. Non-shrink grout shall be Masterflow 713 by Master Builders Co.; Euco N-S by Euclid Chemical
Co.; Five Star Grout by U.S. Grout Corp. or equal.
PART 3 EXEClITION
': .,
3.01 INST ALLA TION
: !
A. Assemble and install components of pipe penetration assemblies as detailed on the Drawings.
END OF SECTION
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SECTION 15061
STEEL PIPE AND FITTINGS
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment, and incidentals required and install, complete, ready for
operation and field test all steel pipe as shown on the Drawings and specified herein.
B. Steel pipe shall include black steel, stainless steel, and galvanized steel pipe and fittings.
C. Provide steel pipe only where specifically called out on the Drawings.
1.02 RELATED WORK
....~"' .
A. The following is a partial list of, but not necessarily limited to, other sections of the specifications
that are applicable to the specified equipment or structure described herein that are referred to for
reference and are not included in this Section. There are other sections of these specifications that
are also applicable and the CONTRACfOR is advised to review these sections and adhere to the
requirements specified therein.
1. Buried piping is included under Division 2.
2. Concrete work is included under Division 3.
3. Field painting and surface preparation are included in Sections 09901 and 09902.
4. Pipe hangers and supports are included in Section 15094.
5. Valve and appurtenances are included in Section 15100.
1.03 DESCRIPTION OF SYSTEM
A. All of the equipment specified herein is intended to be standard steel pipe for use in transporting
certain chemicals, fuel oils, specified gases, reclaimed water, and finished potable water as shown .
on the Drawings and specified herein.
1.04 QUALIFICATIONS
A. All steel pipe shall be furnished by rnanufacturers who are fully experienced, reputable, and
qualified in the manufacture of the steel pipe to be furnished. The equipment shall be designed,
constructed, installed in accordance with the best practices and methods and shall comply with all
these specifications.
B. Steel pipe and fittings shall conform to all applicable standards of ASTM, ANSI, and A WW A.
1.05 SUBMITIALS
A. Submit six (6) copies to the ENGINEER for approval in accordance with Section 01300 -
"Submittals" of the General Conditions, shop drawings to include dimensioning and technical
specifications for all piping to be furnished.
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PART 2 - MATERIALS
2.01 STEEL PIPE AND FITTINGS FOR YARD PIPING
Steel piping for buried installation shall be black steel, seamless, Grade B, Standard Wall pipe in
conformance with ASlM Designation A-53 and ANSI B36.1, and be as specified.
2.02 STEEL PIPE AND FITTINGS OTHER THAN YARD PIPING
A. Galvanized Steel Pipe:
1. Galvanized steel pipe for potable water service where specified shall be hot-dipped, zinc
coated galvanized, Grade A, electric resistance welded, Schedule 40 conforming to ASTM
Designation A 120 and shall have a NSF certification mark. All joints shall be threaded joints.
Threaded joints shall be made up with a stiff mixture of graphite and mineral oil, or an
approved, nontoxic, nonhardening, pipe joint compound applied to the male th~ead only.
After having been set up, a joint shall not be backed off unless the joint is completely broken,
the threads cleaned and new compound applied. All joints shall be air tight. A sufficient
number of unions shall be provided to allow for convenient removal of piping. Fittings for
galvanized steel pipe shall be galvanized malleable iron, 150 psi service rating.
2. Where flanged connections are indicated or otherwise required for connection to flanged
valves, fittings, and appurtenances they shall be made up using companion type flanges.
Where flanged fittings are indicated or otherwise required, they shall be made up using
threaded galvanized steel nipples and steel companion type flanges. Companion flanges shall
be steel, 150 psi ANSI Standard flat face flanges of the threaded type. Flanges shall be spot
faced on the back around each bolt hole. .
3. All exposed threads, wrench marks, or other damage to the zinc coating, shall be protected by
the application of two coats of a heavy consistency, bituminous paint, or with two wraps of an
approved vinyl or polyvinyl pressure sensitive tape. Bituminous paint shall be equal to
CarbolineIKop-Coat Bitumastic No. 50, brush applied. Tape shall be equal to 3M Company
Scotchrap No. 50, O.OlD-inch thick, installed as recommended by 3M Company over a primer.
B. Stainless Steel Pipe:
Stainless steel pipe for other than air piping shall be provided where indicated on the Drawings.
Pipe shall be Schedule 40S, Type 304L, annealed, white pickle finish and shall be in accordance
with ASTM Specification A312 and ANSI B36.19. Where indicated on the Drawings, holes shall
be drilled in the pipe at the factory by the manufacturer. All stainless steel pipe shall be
manufactured by Douglas Brothers Division, Robert Mitchell Co., Inc., Portland, Maine, Felker
Bros. Corp., Marshfield, Wisconsin or equal.
C. Steel Pipe Sleeves:
Sleeves for pipe passing through floors and walls shall be galvanized Schedule 40 steel pipe
conforming to ASTM Designation A120. Sleeves dimensions shall conform to the details shown
on the Drawings. Sleeve ends shall be cut and ground smooth. Sleeves shall be flush with walls
and ceiling but shall extend above the floor as shown on the Drawings. Sleeves for use with
mechanical type seals shall be sized in conformance with the seal manufacturers requirements.
Mechanical type seals are specified in Section 15100. Wall sleeves specified with waters tops shall
be continuously welded on each side of the waters top.
D. Insulation:
The insulation shall be equal to Fibrex Inc. Refractory Fiber Pipe covering, one (1) inch thick, held
in place with stainless steel bonding, and covered with a 0.016- to 0.020-inch aluminum jacket
lapped a minimum of 3 inches and secures with screws. The aluminum jacket shall be separately
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applied at the job site. Flanges, fittings, and valves shall be insulated with MF pipe covering
material cut to fit. The flexible sections shall be protected by a removable expanded metal guard
to provide ventilation and to prevent personal injury from burn.
2.03 STEEL PIPE FOUR (4) INCHES AND LARGER
A. Except as modified or supplemented herein all steel pipe, fittings and specials shall conform to the
applicable requirements of the following standard specifications latest editions:
A WW A Standards
-:
C200
Steel Water Pipe 6 Inches and Larger
C203
Coal-Tar Protecting Coatings and Linings for Steel Water Pipelines -
Enamel and Tape-Rot-Applied and shall be NSF certified.
-F
C205
Cement-Mortar Protective Lining and Coating for Steel Water Pipe - 4
inches and Larger - Shop Applied. Lining for all interior coatings and
accessories shall have a NSF certification mark.
C206
Field Welding of Steel Water Pipe.
C207
Steel Pipe Flanges for Waterworks Service - Sizes 4 Inches through 144
Inches, Class D.
C208
Dimensions for Steel Water Pipe Fittings.
B. All steel pipe shall be manufactured and tested in accordance with the standards set forth in
A WW A C200 latest edition for fabricated or mill type water pipe. The pipe shall be made from
sheet or plate rolled into sections having longitudinal or spirally formed butt-welded seams. Girth
seams shall be butt welded and shall be at least 8 feet apart except in specials and fittings. The
steel shall conform to the standards established in Section 2 and Section 3 of A WW A C200.
Minimum Physical Properties of Steel Plate or Sheet:
1. All steel pipe, specials and fittings shall be rnanufactured from steel plate or sheet having a
specified minimum yield of 35,000 psi and specified minimum tensile of 60,000 psi. Test
reports verifying the actual physical and chemical properties of the piping must be submitted
to the ENGINEER as soon as possible after manufacturing and fabrication. The test reports
shall state the hydrotest pressure applied to all sections of straight pipe and to straight pipe
used in fabrication of specials and fittings. '
2. All steel pipe, specials and fittings shall be manufactured or fabricated to the diameter as
shown on the ENGINEER's drawings. The normal size shall be the outside diameter of 14
inches and larger. For sizes less than 14 inches the pipe shall be the normal steel pipe
dimensions as listed in ASTM A53 specification. All diameters of steel pipe, specials and
fittings shall have minimum nominal wall thicknesses as stated herein below:
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Diameter
Minimum Wall Thickness
54"
48"
42"
36"
30"
24" & smaller
.375
.375
.375
.375
.375
.250
C. All fittings and specials shall be provided with ends as required for installation and shall be
fabricated to the dimensions as shown on the Drawings. All fittings shall be fabricated in
accordance with the standards set forth in A WW A C208 latest edition. Fittings and specials shall
be fabricated from hydrostatically tested pipe meeting A WW A C200 and will not require any
further hydrostatic test in the shop. In reducing sections the wall thickness will be governed by the
largest end. Elimination of joints shown on the Drawings must be approved by the ENGINEER
prior to the fabrication process.
D. Flanged and Coupling Standards:
1. All flanges, bolts, nuts and gaskets shall meet standards established in A WW A C207. Flanges
shall be Class D suitable for pressure up to and including 150 psi with facing and drilling as
stated in Section 3 of C207. Procedure for attachment of flanges shall be in accordance with
Section 10 of A WW A C207. Blind flanges shall conform in diameter drilling and thickness to
the flanges to which they attach and shall produce a watertight joint under the specified test
pressure.
2. Mechanical couplings shall be Dresser Style 38, Rockwell Style 411 or equal. The middle
ring of each coupling shall have a minimum thickness at least equal to that specified for the
size of pipe on which the coupling is to be used and shall be 7 inches long for pipe 30 inches
and smaller, 10 inches long for pipe 36 inches and larger. The pipe stop shall be omitted from
the inner surface of the middle rings and the couplings shall be cleaned and shop primed with
the manufacturer's standard rust inhibitive primer. Where shown on the ENGINEERS
drawings the mechanically coupled joints shall be restrained with harness bolts and lugs. Joint
harnesses, where applicable, shall conform to the details on the drawings. Lugs shall be
attached to the pipe in the shop and coated as specified for the adjacent pipe. The dimensions
shall be stated in A WW A MO 11 19.8.
E. Pipe supports, anchors, blocking and hangers shall be fabricated in accordance with the details
shown on the drawings and shall be installed complete with all accessories required for proper
operation of the system. Should it be necessary to modify the details for proper installation, all
such modifications shall be subject to approval,py the ENGINEER. Lugs required for anchorage
of the piping system shall be attached in the shop and coated as the adjacent pipe.
F. All steel pipe, fittings, specials and appurtenances shall be prepared, primed, coated and lined as
specified herein below:
L Exterior surfaces of all steel pipe, fittings, specials, flanges, anchors and pipe supports ex-
posed in above ground or interior locations shall be thoroughly cleaned in the shop by blasting
with grit, shot or sand to SSPC SP6. One cQat of primer shall be applied to the cleaned dry
surface in a proper workmanship like manner and as recommended by the primer
manufacturer. The primer shall be subject to approval of the ENGINEER and compatible to
the finish coat as specified in the paint section of the specifications. Field painting of the
installed system shall be as specified in the painting section.
2. Interior surfaces of all steel pipe, fittings, and specials, which are to be installed exposed above
ground or in interior locations shall be thoroughly cleaned in the shop by blasting with grit,
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shot or sand to SSPC SP6. Two (2) coats of paint shall be applied to the interior of the pipe at
the shop. The paint coats shall be Carboline Kop-Coat Bitumastic Super Tank Solution and
Accessories for potable water, or equal, app~ed at a minimum of 8 mils D.F.T. per coat.
Interior coatings shall have a NSF certification rnark.
3. Exterior surfaces of all steel pipe, fittings and specials which are to be installed underground
and in manholes which will not be encased in concrete shall be coated in the shop with coal tar
enamel in accordance with the standards established in A WW A C203-78, except as modified
or supplemented herein.
4. The exterior coating system for below ground steel pipe shall consist of coal tar enamel,
fibrous glass mat, asbestos pipeline felt wrap and finally wrapped with kraft paper and shall be
applied by the procedure described in A WW A C203. The coating shall beheld back 12
inches from ends to be mechanically coupled with uncoated areas primed with coal tar primer.
The coating syste!1l rnust be done in the shop by an established pipe coating applicator
acceptable to the coating materials manufacture and the ENGINEER. Repairs of any damage
to the coating system incurred during the shipment and the field coating of couplings and ends
where coatings have held back for joints shall be done by experienced and qualified personnel
approved by the ENGINEER. Procedure for such field coating shall be as described in
A WW A C203.
5. The interior surfaces of all steel pipe, fittings and specials which are to be installed below
ground for potable water or reclaimed water shall be cleaned and lined with cement mortar
confonning to the standards set forth in A WW A CZ05-80 and shall have a NSF certification
mark. All work performed in the lining process shall be done in a thorough and workmanship
like manner by trained personnel under the supervision of experienced men skilled in the
operations they supervise. The lining thic~ess shall be as follows:
Pipe Size Coating Thickness Tolerance
(inches) (inches) (inches)
4-10 1/4 -V32 + 1/32
11-23 5/16 -1/16 + 1/8
24-36 3/8 -1/16 + 1/8
over 36 1/2 -1/16 + 1/
Handling and transporting of cement mortar lined pipe shall be in accordance with Section 6 of
A WW A C205 and Section 2.14 of A WW A C203.
6. The interior surface of all steel air piping, if any, shall be coated with a two part epoxy coating
system equivalent to 7.0 mils DFf of Mobil Chemical 78-D-7 followed by 7.0 mils DFf of Mobil
Chemical 78-W-3, or equal.
PART 3 - EXECUTION
3.01 INSTALLATION AND TESTING
A. Steel pipe shall be installed true to alignment, and rigidly supported anchors shall be provided where
indicated. After installation, the piping shall be tested by undergoing a four-hour pressure test at 50
percent above the designed operating pressure water supply lines. If any joint or pipe proves to be
defective,'it shall be repaired to the satisfaction of the ENGINEER.
B. All galvanized steel pipe threads shall be clean, machine cut, and all pipe shall be reamed before
erection. Each length of pipe as erected shall be up-ended and rapped to dislodge dirt and scale.
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C. Screwed joints shall be made up with good quality thread compound and applied to the male thread
only. After having been set up, a joint must not be backed off unless the joint is completely broken,
the threads cleaned and new compound applied. All joints shall be air tight.
D. All galvanized steel piping shall have a sufficient number of unions to allow convenient removal of
piping. Unions shall be compatible with pipe.
)
E. Sleeves of the proper size shall be installed for pipes passing through floors and walls. Sleeves shall
be given a prime coat of rust inhibitive primer such as CarbolinelKop-Coat No. 340 gold primer, or
equal.
F. When cutting of pipe is required, the cutting shall be done by machine in a neat workmanlike manner
without damage to th~ pipe. Cut ends shall be smooth and at right angles to the axis of the pipe.
G. All field welding shall be in accordance with the American Welding Society Standards. The strength
of the field weld shall develop the strength of the pipe. Welds shall receive a field coating of paint as
specified in Sections 09901 and 09902 and as approved by the ENGINEER.
H. Stainless steel pipe shall have threaded joints or otherwise as required and shall be installed as shown
on the Drawings.
3.02 PAINTING
A. Pipe and fittings exposed to view, except stainless steel, shall receive a prime coating of rust inhibitive
primer such as CarbolineIKop-Coat 621 or equal. Prior to prime coating, all surfaces shall be cleaned
of all mill scale, rust, dirt, grease and other foreign matter.
B. All piping and fittings exposed to view except stainless steel pipe shall be painted as specified in
Sections 09901 and 09902. Pipe marking is included in Section 09902. The ENGINEER will assist in
identifying pipe contents, direction of flow and all else required for proper marking of pipe.
END OF SECTION
, .~
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.
SECTION 15062
DUCTILE IRON PIPE AND FITTINGS
~- \
PART I-GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment and incidentals required and install, in the locations inside,
and under buildings and structures, as shown on the Drawings, all ductile iron piping, ductile iron
fittings, and appurtenances as specified herein.
B. Provide ductile iron pipe and fittings as shown on the Drawings. All above ground flanged pipe
and fittings shall be ductile iron unless otherwise noted. Provide pipe supports, hangers and
couplings as required to achieve a complete pipe system.
-!
C. Where the word "pipe" is used, it shall refer to pipe, fittings, or appurtenances unless otherwise
noted.
1.02 RELATED WORK
A. The following is a partial list of, but not necessarily limited to, other sections of the specifications
that are applicable to the specified equipment or structure described herein that are referred to for
reference and are not included in this Section. There are other sections of these specifications that
are also applicable and the CONTRACTOR is advised to review these sections and adhere to the
requirements specified therein.
I. Buried piping is included under Division 2.
2. Concrete work is included under Division 3.
3. Painting and surface preparation are included in Sections 09901 and 09902.
4. Pipe hangers and supports are included in Section 15094.
5. Valve and appurtenances are included in Section 15100.
1.03 REFERENCE STANDARDS
A. American Society for Testing and Materials (ASTM)
1. ASTM A377 - Standard Index for Specification for Ductile-Iron Pressure Pipe.
2. ASTM C150 - Standard Specification for Portland Cement.
3. ASTM D1248 - Polyethylene Plastics Molding and Extrusion Materials.
B. American National Standards Institute (ANSI)
1. ANSI B 1.1 - Unified Inch Screw Treads (UN and UNR Thread Form).
2. ANSI B 16.1 - Cast Iron Pipe Flanges and Flanged Fittings.
3. ANSI B18.2 - Square and Hex Bolts and Screws Inch Services Including Hex Cap Screws and
Lag Screws.
4. ANSI/NSF Standard 60 - Drinking Water Treatment Chemicals.
5. ANSI/NSF Standard 61 - Drinking Water System Components - Health Effects.
C. American WaterWorks Association (AWWA)
1. AWWA CI04 - Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water.
2. AWWA CllO- Ductile-Iron and Gray-Iron Fittings, 3-inch through 48-inch (75 mm through
1200mm) for Water and Other Liquids.
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3. A WW A CIII - Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings.
4. A WW A C115 - Flanged Ductile-Iron Pipe with Threaded Fittings.
5. A WW A C 150 - Thickness Design of Ductile-Iron Pipe.
6. A WW A CI51 - Ductile-Iron Pipe, Centrifugally Cast for Water or Other Liquids.
7. A WW A C153 - Ductile Iron Compact Fittings, 3-inch through 24-inch, for Water and Other
Liquids.
8. A WW A C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances.
9. A WW A C606 - Grooved and Shouldered Joints.
10. A WW A C651 - Disinfecting Water Mains.
D. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.04 DESCRIPTION OF SYSTEMS
A. Piping shall be installed in those locations as shown on the Drawings.
B. The equipment and materials specified herein is intended to be standard types of ductile iron pipe
and ductile iron fittings for use in wastewater and potable water.
1.05 QUALITY ASSURANCE
A. All of the ductile-iron pipe and fittings shall be furnished by manufacturers who are fully
experienced, reputable, and qualified in the manufacture of the materials to be furnished. The pipe
and fittings shall be designed, constructed, installed in accordance with the best practices and
methods and shall comply with these Specifications as applicable.
B. Each length of ductile iron pipe supplied for the project shall be hydrostatically tested at the point
of manufacture to 500 psi for a duration of 10 seconds per A WW A C151. Testing may be
performed prior to machine bell and spigot. Failure of ductile iron pipe shall be defmed as any
rupture of the pipe wall. Certified test results shall be furnished in duplicate to the ENGINEER
prior to time of shipment.
C. All ductile-iron pipe and fittings to be installed under this project shall be inspected and tested at
the foundry as required by the standard specifications to which the material is manufactured.
Furnish in duplicate to the ENGINEER sworn certificates of such tests and their results prior to the
shipment of the pipe.
D. All pipe and fittings to be installed under this Contract may be inspected at the plant for
compliance with these Specifications by an independent testing laboratory selected by the
OWNER, at the OWNER's expense.
E. Inspection of the pipe and fittings will also be made by the ENGINEER or representative of the
OWNER after delivery. The pipe shall be subject to rejection at any time on account of failure to
meet any of the Specification requirements, even though sample pipes may have been accepted as
satisfactory at the place of manufacture. Pipe rejected after delivery shall be marked for
identification and shall be removed from the job.
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1.06 SUBMITfALS
A. Submit six (6) copies to the ENGINEER within twenty (20) days after receipt of Notice to Proceed
a list of materials to be furnished, the names of the suppliers and the data of delivery of materials
to the site.
B. All ductile-iron pipe and fittings to be installed uuder this Contract shall be inspected and tested at
the foundry as required by the ANSIJ A WW A and ASTM standard specifications to which the
material is manufactured. Furnish in duplicate to the ENGINEER sworn certificates of such
inspections and tests and their results. In addition all ductile-iron pipe and fittings to be installed
under this Contract may be inspected at the foundry for compliance with these Specifications by an
independent testing laboratory selected by the OWNER. The manufacturer's cooperation shall be
required in these inspections. The cost of foundry inspection requested by the OWNER of all pipe
approved for this Contract, will be borne by the OWNER.
-.t
C. Shop Drawings including layouts within, and under buildings and stroctures shallbe submitted to
the ENGINEER for approval in accordance with the Section 01300 - "Submittals" of the General
Conditions and shall include dimensioning, methods and locations of supports and all other
pertinent technical specifications for all piping to be furnished. Shop drawings shall be prepared
by the pipe manufacturer. All abbreviations shall be dermed in a legend submitted as part of the
shop drawing.
D. The CONTRACTOR shall furnish the ENGINEER with lists, in duplicate, of all pieces of ductile
iron pipe and fittings in each shipment received, and these lists shall give the serial or mark
number, weight, class, size and description of each item received at the job site.
1.07 DELIVERY, STORAGE AND HANDLING
A. See Sections 01005 and 01600 for General Requirements.
B. Care shall be taken in loading, transporting and unloading to prevent injury to the pipe or coatings.
Under no circumstances shall the pipe be dropped or skidded against each other. Slings, hooks, or
pipe tongs shall be padded and used in such a manner as to prevent damage to the exterior surface
or internal lining of the pipe.
C. Materials, if stored, shall be kept safe from damage. The interior of all pipe, fittings and other
appurtenances shall be kept free from dirt or foreign matter at all times.
D. Pipe shall not be stacked higher than the limits recommended by its manufacturer. The bottorn tier
shall be kept off the ground on timbers, rails, or concrete. Stacking shall conform to
manufacturer's recommendations.
PART 2 - PRODUCTS
. .
2.01 MATERIALS
A. Ductile iron pipe and fittings 3-inches through 54-inches for buried service shall meet the
following requirements and be as specified in Section 02600:
1. Ductile iron pipe shall conform to ANSIJA WW A C15!. Ductile iron pipe shall have a
minimum tensile strength of 60,000 psi with a minimum yield strength of 42,000 psi and a
minimum elongation often (10) percent. Thickness of pipe supplied shall not be less than
Class 51 unless specifically indicated on the Drawings or specified herein. Type of Bedding
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Conditions used shall be as shown on the Drawings.
2. Unrestrained joint pipe shall be supplied in lengths not in excess of 20 feet. Unrestrained joint
pipe shall be either the rubber-ring type, push-on joint, or standard mechanical joint pipe as
manufactured by the American Cast Iron Pipe Company, u.s. Pipe and Foundry Company, or
McWane Incorporated (Formerly Clow Corp.)
3. Unrestrained fittings shall meet the requirements of ANSI!A WW A ClIO or C153. Rubber
gaskets shall conform to ANSI! A WW A Clll for mechanical and push-on type joints.
Mechanical joint fittings and restrained joint pipe shall be furnished with sufficient quantities
of accessories as required for each joint.
4. Restrained joint fittings where shown or specified shall be manufactured in accordance with
the requirements of ANSI!AWWA C15l, ClIO and Cll1. Push-onjoints for such pipe shall
be in accordance with ANSI! A WW A Clll. Pipe thickness shall be designed in accordance
with ANSI!A WW A C150 and C151. Restrained joint fittings shall be ductile iron in
accordance with applicable requirements of ANSI!A WW A ClIO. Mechanical joints for such
fittings shall be in accordance with ANSI!A WWA ClIO and Cll!. Restrainedjoints, where
shown or specified, shall be designed to withstand vertical and longitudinal forces and be
capable of holding against withdrawal with no axial movement resulting from an internal
hydrostatic pressure of 50% above the working pressure but not less than as specified in
Section 01625.
5. All buried service pipe and fittings shall be ductile iron and shall have mechanical joint or
push-on type line joints and all fittings shall be mechanical joint, unrestrained or restrained.
Mechanical joint pipe and fittings shall be furnished with sufficient quantities of accessories as
required for each joint.
6. Restrained joints shall be suitable for working pressure for purpose as specified above and
fabricated of heavy section ductile iron casting. Gaskets shall meet the material requirements
of ANSI! A WW A Clll for mechanical joint gaskets. Bolts and nuts on mechanical joint or
flanged joint pipe and fittings, above and below ground shall be low alloy, high strength steel
equal to "Corten" conforming to AWWA Clll and Cl15 for Class 125 ANSI B16.1 for the
purpose intended. Restrained joints where shown on the Plans shall be "Super-Lock" as
manufactured by McWane Incorporated (Formerly Clow Corp.); "36-inch and smaller (Flex-
Ring) and 42-inch and larger (Lok-Ring)" as manufactured by the American Cast Iron Pipe
Company; U.S. Pipe and Foundry Company; or equal. Restrained joints for mechanical joint
pipe shall employ a retainer gland or Megalug retainer gland as manufactured by EBAA Iron,
Inc.
7. Ductile iron fittings, valves and other appurtenances shall be wrapped with polyethylene film
where shown on the Drawings or specified herein. Polyethylene shall conform to A WW A
Cl 05. Polyethylene shall be manufactured of virgin polyethylene material conforming to the
requirements of ASTM D1248. Raw materials used to manufacture polyethylene film shall be
Type I, Class C (black), Grade E-l. Polyethylene ftJm shall have a tensile strength of 1200 psi
(min.), elongation of 300 percent (min.) and a dielectric strength of 800 volt/mil thickness
(min.). Polyethylene film shall have a minimum nominal thickness of 0.008 in. (8 mils). Tape
shall have a minimum thickness of 8 mils and a minimum width of I-inch. The polyethylene
film envelope shall be free as is commercially possible of gels, streaks, pinholes, particles of
foreign matter, and undispersed raw materials. There shall be no other visible defect such as
holes, tears, blisters, or thinning out at folds. Exposure to weather shall be kept to a minimum
and in no case shall it exceed ten (10) days. Manufacturers shall furnish a certification of
conformance of the material to the requirement of A WW A C-l 05.
8. Adapters to connect ductile iron fittings to pipe or fittings of dissimilar materials shall be
supplied by the CONTRAcrOR in accordance with the pipe manufacturer recommendations,
and as approved by the ENGINEER.
9. Pipe outlets where shown shall be made with tees, tapping saddles or welded-on bosses.
Bosses shall be ductile iron, factory welded on ductile iron pipe having a minimum Class 52
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for 6-inch to 12-inch sizes and Class 51 for 14-inch to 30-inch sizes.
10. CONTRACI'OR may supply short body ductile iron fittings in conformance with A WW A
C153 in lieu ofCllO and Clll for sizes 3-inch through 24-inch.
11. All fittings shall be cast and machined at one foundry location to assure quality control and
test data. The standard grade of iron shall be 70-50-05. Analyses of the ductile iron shall be
made with the chemical limits set in this standard (ANSIIA WW A ClIO and/or C153).
Results of chemical analyses shall be provided to the ENGINEER as part of the shop drawings
submittal.
B. Ductile iron pipe and fittings 3-inches through 54-inches for above ground service or in below
ground concrete pits shaIl meet the following requirements and be as specified in Section 02600:
1. Ductile iron pipe shall conform to ANSII A WW A C-151. Thickness of pipe shall be a
minimum of Class 53 for all sizes of flanged pipe.
2. Flanged ductile-iron pipe shall conform to current ANSIIA WW A Specification Cl15 and
ClIO with factory-applied screwed long hub flanges except as otherwise specified hereinafter.
Flanges shall be fully machined faced and drilled after being screwed tight on the pipe, with
flanges true to 90 degrees with the pipe axis and shall be flush with end of pipe conforming to
ANSI BI61.1, 125 pound std. or Class 250, for the purpose intended. No welding of flanges
or accessories in the field shall be acceptable.
3. Pipe for use with split-type flexible coupling joints shall have radius grooved ends.
4. Wall sleeve or wall pipe casings with integral water stops shall be continuously welded on
each side of the waterstop and shall be of the size and types as shown on the Drawings. Wall
sleeves, where specified, fabricated of Schedule 40 steel shall be hot dipped galvanized and.
shall have integral water stops continuously welded on each side of the waterstop. Seal strips
for wall sleeves, where required on the Drawings, shall be Link Seal as manufactured by
ThunderIine Corp., Wayne, Michigan, or equal.
5. Fittings shall be ductile iron as specified herein. Flanges and flanged fittings shall be flat face
and shall conform to ANSII A WW A ClIO or C153 for 150 psi pressure rating. Full face type
lI8-inch thick neoprene or red rubber ring gaskets shall conform to ANSI A21.11. Ring
gaskets shall be of approved composition suitable for the required service.
6. Pipe thickness classes for flanged pipe shall be a minimum of Class 53 for all sizes of pipes.
No uniflanges or megalug retainer ~lands are acceptable where flanges are specified herein or
shown on the Drawings.
7. Except as otherwise shown on the Drawings, flange joints shall be used. Prior to commencing
work, systems for pipe shall be submitted to the ENGINEER for approval.
8. Pipe and fittings exposed to view in the finished work shall not receive the standard tar or
asphalt coat on the outside surfaces but shall be shop primed on the outside with one coat of
Carboline/Kop-Coat No. 340 Gold Primer or equal and painted in accordance with Section
09901 and 09902. Should portions of the pipe inadvertently be given the outside coating of
coal tar enamel instead of the rust inhibitive primer as required for exposed piping the surfaces
shall be sealed with a non-bleeding sealer coat such as CarbolinelKop-Coat Tar Stop, Mobil
Anti-Bleeding Aluminum Sealer, or equal. Sealing shall be a part of the work of this Section.
9. Bolts and nuts on flanged pipe and fittings shall be low alloy, high strength steel equal to
,.~ "Corten," conforming to ANSI A21.11 and A21.15 or Type 316 stainless steel and conform to
ANSI B16.1 for Class 125 or 250 for the purpose intended.
2.02 LINING AND COATINGS
A. All pipe and fittings for potable water service and reclaimed water irrigation reuse main's shall
have a cement mortar lining and a bituminous seal coat on the inside in accordance with ANSI
A21.4 and be coated on the exterior with a 1 mil thick bituminous coat in accordance with ANSI
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A21.51. All linings and/or coatings and accessories for potable water shall have a NSF
certification approval mark and be in conformance with ANSIINSF Standards 60 and 61.
B. All ductile iron pipe and fittings for wastewater service including pressure and gravity mains shall
have a ceramic epoxy lining on the interior and bituminous coating on the exterior except for 6
inches back from the spigot end. The bituminous coating shall not be applied to the first 6 inches
of the exterior of the spigot ends. All pipe and fittings shall be delivered to the application facility
without asphalt, cement lining, or any other lining on the interior surface. Because removal of old
linings may not be possible, the intent of this specification is that the entire interior of the pipe and
fittings shall be as cast without ever having been lined with any substance prior to the application
of the specified lining. Any pipe or fittings furnished for this project must not have been lined
prior to the awarding of the contract for this project.
1. Lining Material - The material used for the lining shall be a two component amine cured
epoxy of at least 87 percent solids. Protecto 401 by Vulcan Painters, Birmingham, Alabama
or Permit 9043, Type II Glass Filled Epoxy by Permite Corporation, Atlanta, Georgia are the
Standards of Quality. The following test requirements shall be certified by the material
supplier, and a history of satisfactory performance for the material in the service required and
upon the surface specified shall be submitted. The following are the minimum requirements
to be met:
a. A permeability rating of zero permeance when a fIlm of at least 40 mils is tested according
to ASTM D1653 or a permeability rating of 0.0 perms when measured using Method A of
ASTM E66 procedure A with a test duration of 42 days.
b. The material shall contain at least 20 percent by volume of ceramic quartz pigment in the
dried film.
c. The following test must be run on ductile iron panels with the results certified by the
lining material supplier of the material being submitted.
Test
RatinglMethod
1. Direct Impact
ASTM D-2794
2. 3% Sulfuric Acid
Immersion @ 1200P
ASTM D-714
3. 25% Sodium Hydroxide
Immersion @ 1400 F
ASTM D-714
4. Deionized Water
Immersion @ 1600 F
ASTM D-714
5. Moisture and Ultraviolet ASTM G-5377
Light Cycle 8 hours light!
4 hours 100% humidity
, " 2. Application of Lining - The lining shall be applied by a competent firm with at least a
five-year history of applying linings to the interior of ductile pipe and fittings.
a. SUrface Preparation: Prior to abrasive blasting the entire area which will receive the
protective compound shall be inspected for oil, grease, etc. Any areas where oil, grease,
or any substance which can be removed by solvent is present shall be solvent cleaned
using the guidelines outlined in SSPC-SP-I Solvent Cleaning. After the surface has been
made free of grease, oil, or other substances, all areas which are to receive the protective ( .
compounds shall be abrasive blasted using compressed air nozzles with sand or grit
abrasive media. The blast media shall strike 100 percent of the surface area at sufficient
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force to remove lUst and oxides. The entire surface to be lined shall be struck with the
blast media so that all rust, loose, oxides, etc., are removed from the surface. Only slight
stains and specks of tightly adhering oxides may be left on the surface. Any area where
lUst appears before coating must be reblasted to remove all lUst
b. Lining: After surface preparation and within 8 hours of surface preparation of the barrel
of the pipe from the inside shoulder of the gasket groove to the end of the interior spigot
shall receive a minimum coating of 40 mils dry film thickness of the protective lining. If
flange fittings or pipe are included in the project the linings must not be used on the face
of the flange; however, full face gaskets must be used to protect the ends of the pipe. All
fittings shall be lined with a minimum of 40 mils of the protective lining. Push-on type
fittings shall be lined from the gasket groove to the gasket groove. The 40 mils system
shall not be applied in the gasket grooves.
c. Coating of Gasket Groove and Spigot Ends: Due to the tolerances involved, the gasket
groove and spigot end up to 6 inches back from the end of the spigot end must be coated
with a minimum of 10 mils dry of Protecto Joint Compound. This coating shall be applied
by brush to ensure coverage. Care should be taken that the coating is smooth without
excess buildup in the gasket groove or on the spigot end. All materials for the gasket
groove and spigot end shall be applied after the application of the lining.
d. Number of Coats: The number of coats of lining material applied shall be as
recommended by the lining manufacturer. However, in no case shall the material be
applied above the dry thickness per coat recommended by the lining manufacturer in
printed literature. The time between coats shall never exceed that time recommended by
the lining material manufacturer. No material shall be used for lining which cannot be
recoated with itself without roughening of the surface after 4 hours cure at 100OP. If at
any time the lining must be recoated beyond the lining material manufacturer's
recommended recoat time, the surface of the existing lining shall be roughened sufficiently
to prevent delamination between coats.
3. Inspection:
a. All pipe shall be checked for thickness using a magnetic film thickness gauge. The
thickness testing shall be done using the method outlined in SSPC-PA-2 film thickness
testing.
b. The barrel of all pipe and fittings shall be pinhole detected with a nondestructive
2,500-volt pinhole test.
c. Each pipe joint and fitting shall be marked with the date of application of the lining
system and with its numerical sequence of application on that date.
4. Certification: The pipe or fitting manufacturer must supply a certificate attesting to the fact
that the Applicator met the requirements of this specification, that the material used was as
specified, and that the material was applied as required by the specification.
5. Repair: All pinholes and damaged lined areas shall be repaired in accordance with written
repair procedure furnished by the manufacturer of the lining material so that the repaired area
is equal in performance to the undamaged lined areas.
6. The exterior of the pipe shall receive a bituminous coating approximately 1 mil thick in
accordance with ANSI A21.51.
7. Pipe and fittings exposed to view in the fmished work shall not receive the standard tar or
asphalt coat on the outside surfaces but shall be shop primed on the outside with one (1) coat
of CarbolineIKop-Coat No. 622 Rust Inhibitive Primer or equal and painted in accordance
with Section 09902. Should portions of the pipe inadvertently be given the outside coating of
bituminous coating instead of the rust inhibitive primer as required for exposed piping, the
surfaces shall be sealed with a non-bleeding sealer coat such as CarbolineIKop-Coat Tar Stop,
Mobil Anti-Bleeding Aluminum Sealer, or equal. Sealing shall be a part of the work of this
section.
-\
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C. Ductile iron pipe and fittings where shown on the Drawings or specified herein, shall have glass
lining. Glass lining shall be a smooth, continuous glass coating with an average thickness of 10
mils and a minimum thickness of 8 mils. Surface hardness shall be greater than 5 on the MOHS
scale and minimum density of lining shall be 2.5 grams/cc. The lining shall have a weight loss of
not more than 3 mils per square inch when tested in a range of 500 degrees F in accordance with
u.s. Bureau of Standards, Standard T Section Thermal Shock Tests and lining shall have a
minimum compressive strength of 30,000 psi. Certified test reports shall be furnished to the
ENGINEER.
1. The finished lining shall be free of pin holes, crazing or fish scales. Lining shall be by
Ferrock; Permutit or equal. Lining thickness will be measured by a Mikrotest; Elcometer or
equal magnetic thickness gauge. Continuity of lining will be verified by means of an approved
"holiday" detector of low-voltage, wet sponge, transistorized type.
2.03 GROOVED COUPLINGS AND FITTINGS
A. Grooved couplings and fittings shall be used where specified and as shown on the Drawings.
Grooved pipe couplings and fittings shall be installed in accordance with the manufacturer's
recommendations to ensure locked and sealed joints under all conditions of pipe deflection,
expansion and contraction. To assure uniformity and compatibility of piping components in
grooved end piping systems, all grooved products utilized shall be of the same manufacturer.
B. Pipe: Grooved end pipe shall be Class 53 minimum.
C. Joints: Grooved end joints shall be rigid type, radius cut grooved, conforming to A WW A C606.
D. Fittings: Grooved end fittings shall be ANSIIA WW A ClIO, ANSIIA WW A C606, and ANSI
B 16.1, radius cut grooved, rigid joint, as manufactured by Victaulic Company of America.
Gustin-Bacon, or equal.
E. Flanges: Grooved end pipe adapter flanges shall be malleable iron, ASTM A 47, or ductile iron,
ASTM A 536, Victaulic, Gustin-Bacon, or equal.
F. Couplings: Grooved end pipe couplings shall be malleable iron, ASlM A 47, or ductile iron,
ASTM A 536, Victaulic Style 31, Gustin-Bacon, or equal. Sizes 3 inches through 12 inches shall
be in two segments; sizes 14 inches and larger shall be in four or more segments.
G. Bolts: Bolts, nuts and accessories shall be of the same materials as specified in Article 2.01(B)(9)
for fittings and joints. Bolts shall be of the oval neck track head design and shall be
manufacturer's standard.
H. Gaskets: Gaskets for grooved end joints shall be manufacturer's flush seal type specifically
designed for cast surfaces. Properties shall be as designated in ASTM D 2000 for the required
service. Dimensions shall conform to A WW A C606.
"
I~
I. Lubricant: Lubricant for grooved end piping shall be manufacturer's standard.
2.04 IDENTIFICATION
A. Each length of pipe and each fitting shall be marked with the name of the manufacturer, size, and
class. All gaskets shall be marked with the name of the manufacturer, size, and proper insertion
directions.
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B. All ductile iron fittings shall be marked in accordance with ANSI! A WW A C 110, "Markings on
Fittings." All ductile iron pipe shall be marked in accordance with Section 51-10, "Marking Pipe"
of ANSI! A WW A Specification C 151. Marking shall also include the manufacturer's initials or
mark, year cast and class letter or number and the word "Ductile" or letters "DIn. Mark number.
weight and size shall be conspicuously painted on each piece.
PART 3 -EXECUTION
3.01 HANDLING PIPE AND FITTINGS
A. Care shall be taken in loading. transporting. and unloading to prevent injury to the pipe or
coatings. Pipe or fittings shall not be dropped. Any damage to the pipe coatings shall be repaired
as directed by the ENGINEER.
B. All pipe and fittings shall be subjected to a careful inspection just prior to being laid or installed.
and no piece shall be installed which is found to be defective.
C. Such inspection by the ENGINEER shall not relieve the CONTRACTOR of full responsibility for
the material installed.
D. If any defective pipe is discovered after it has been laid. it shall be removed and replaced with a
sound pipe in a satisfactory manner at no additional expense to the ENGINEER. All pipe and
fittings shall be thoroughly cleaned before laying. shall be kept clean until they are used in the
work, and when installed or laid. shall conform to the lines and grades required.
3.02 LAYING PIPE AND FITIINGS
A. Ductile iron pipe and fittings shall be installed in accordance with requirernents of A WW A
Standard Specification C600 and be as specified in Section 02600.
B. Jointing Ductile Iron Pipe:
Jointing ductile iron pipe for below ground piping shall be as specified under Section 02600.
3.03 INSTALLING DUCTli.E IRON PIPE AND FITIINGS
A. All piping and fittings shall be installed true to alignment and rigidly supported thrust anchors
shall be provided where required. Any damage to linings shall be repaired to the satisfaction of
the ENGINEER before the pipe is installed. Each length of pipe shall be cleaned out before
erection.
B. Sleeves shall be installed of proper size for all pipes passing through floors or walls as shown on
the Drawings. Where indicated on the Drawings or required for liquid or gas-tightness, the pipe
be sealed with a mechanical seal equal to Link-Seal as manufactured by Thunderline Corp.,
Wayne, Michigan.
, "\
C. Concrete inserts for hangers and supports shall be furnished and installed in the concrete as it is
placed. The inserts shall in accordance with the requirements of the piping layout and jointing
method and their locations shall be verified from approved piping layout drawings and the
structural drawings. Pipe hangers and supports are specified in Section 15094.
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D. Except as otherwise shown on the Drawings either split type couplings or flange joints may be
used. Prior to approval of jointing, method layouts for hanger and supports shall be submitted to
the ENGINEER for approval.
E. Flanged joints shall be made with bolts, bolt studs with a nut on each end, or studs with nuts where
the flange is tapped. The number and size of bolts shall conform to the same American Standard
as the flanges. Bolts and nuts shall, except as otherwise specified or noted on the drawings, shall
be high strength steel equal to "Corten" or Type 304 stainless steel conforming to Article 2.01, B.,
9. Bolt studs and studs shall be of the same quality as machine bolts. Gaskets shall be full ring
gaskets of rubber with cloth insertion. Gaskets 12-inches in diameter and smaller shall be
1I16-inch thick; larger than 12 inches in diameter and 3/32-inch thick.
F. Prior to assembly of split couplings, the grooves as well as other parts shall be thoroughly cleaned.
The ends of the pipes and outside of the gaskets shall be moderately coated with petroleum jelly,
cup grease, soft soap, or graphite paste, and the gasket shall be slipped over on pipe end. After the
other pipe has been brought to the correct position, against the pipes, the housing sections then
shall be placed. After the bolts have been inserted, the nuts shall be tightened until the housing
sections are fmnly in contact, metal-to-metal, without excessive bolt tension. Installation shall be
in accordance with the manufacturer's printed instructions. Dress cut ends of pipe as
recommended by the coupling or adapter manufacturer.
G. All valves, fittings, equipment, and appurtenances needed upon the pipelines shall be furnished,
installed, and jointed as indicated on the Drawings or as required. Valves and appurtenances are
included in Section 15100. All pipe and appurtenances connected to equipment shall be supported
in such a manner as to prevent any strain being imposed on the equipment. When manufacturers
have indicated requirements that piping loads shall not be transmitted to their equipment, a
certification shall be submitted stating that such requirements have been complied with.
3.04 TESTING
A. Testing of lines shall be as specified in Section 02600 and Section 01625, and as specified herein.
B. Hydrostatic pressure and leakage tests of all pressure lines shall conform with Section 4 of
A WW A C600 Specification with the exception that the CONTRACTOR shall furnish all gauges,
meters, pressure pumps and other equipment needed to test the line.
1. The pressure required for the field hydrostatic pressure test shall be 50% above the working
pressure but not less than as specified in Section 01625. The CONTRACTOR shall provide
temporary plugs and blocking necessary to maintain the required test pressure. Corporation
cocks at least I-inch in diameter. pipe riser and angle globe valves shall be provided at each
pipe dead-end in order to bleed air from the line. Duration of pressure test shall be at least 2
hours. The cost of these items shall be included as a part of testing.
2. The leakage test shall be a separate test at the maximum operating pressure as determined by
the ENGINEER following the pressure test and shall be of not less than 2 hours duration. All
leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage
as shown by test. Lines which fail to meet tests shall be repaired and retested as necessary
until test requirements are complied with. Defective materials, pipes, valves and accessories
shall be removed and replaced. The pipe lines shall be tested in such sections as may be
directed by the ENGINEER by shutting valves or installing temporary plugs as required. The
line shall be filled with water and all air removed and the test pressure shall be maintained in
the pipe for the entire test period by means of a force pump to be furnished by the
CONTRACTOR. Accurate means shall be provided for measuring the water required to
maintain this pressure. The amount of water required is a measure of the leakage.
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3. The amount of leakage which will be permitted shall be in accordance with A WW A C600
Standards.
C. The CONTRACTOR must submit his plan for testing to the ENGINEER for review at least ten
(lO) days before starting the test. The CONTRACTOR shall remove and adequately dispose of all
blocking material and equipment after completion and acceptance of the field hydrostatic test,
unless otherwise directed by the ENGINEER. Any damage to the pipe coating shall be repaired by
the CONTRACTOR. Lines shall be totally free and clean prior to final acceptance.
3.05 SURFACE PREPARATION AND PAINTING
A. All piping and fittings exposed to view shall have its surface prepared and be painted as specified
in Section 09902. Surface preparation and shop priming is a part of the work of this Section and
shall be in accordance with Section 09901. Pipe marking is included in Section 09901, but it shall
be part of the work of this Section to assist as required by the ENGINEERing in identifying pipe
contents, direction of flow and all else required for proper marking of pipe.
B. All flanged piping shall have the joints caulked prior to painting.
END OF SECTION
, "l
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SECTION 15063
COPPER PIPE AND FlTIINGS
PART I-GENERAL
1.01 SCOPEOFWORK
A. Furnish all labor, materials, equipment and incidentals required and install and test, complete and
ready for operation, all copper pipe and fittings as shown on the Drawings and specified herein.
1.02 QUALIFICA nONS
A. All copper pipe and fittings shall be furnished by a single manufacturer who is fully experienced,
reputable, and qualified in the manufacture of the items to be furnished. The pipe and fittings
shall be designed, constructed, and installed in accordance with the best practices and methods and
shall comply with these Specifications.
1.03 SUBMfIT ALS
A. Shop drawings shall be submitted (six (6) copies) to the Engineer for approval in accordance with
the article titled "Shop Drawings and Submittals" of the General Conditions and shall include
dimensioning, methods of support, abbreviations and technical specifications for all pipe and
fittings to be furnished.
_4
PART 2 - PRODUCTS
2.01 MATERIALS
A. Copper Supply Pipe and Fittings:
Type "K" soft temper tubing shall be used for all potable water service connections and shall have
a NSF Certification approved mark. Type "L" hard temper tubing with copper solder fittings for
hot and cold water service shall be used for all interior and exterior locations and soft type "L"
tubing shall be used under all concrete slabs. Coat tubing under slabs with 2 coats (8 mils each) of
a Kop-Coat Bitumastic 300M, or equal coal tar epoxy. Solder with Silvaloy, Streamline 122,
Phos-Copper, or equal, 95-5 solder with a non-corrosive flax. All copper tubing shall conform to
ASTM Specification B-88.
B. Copper Drainage Pipe and Fittings:
Copper drainage pipe and fittings shall be Type "L" heavy and hard copper tubing with cast brass
recessed drainage pattern sweat fittings and shall be used for pump base drip piping and
equipment drip piping.
}.> ART 3 - EXECUTION
3.01 INSTALLATION
A. The copper pipe and fittings shall be installed in a neat and workmanlike manner in accordance
with the best practices and methods. Piping shall be installed true to alignment and adequately
supported. Each length of pipe shall be thoroughly cleaned before installation. Care shall be
taken that stresses are not imposed on the pipe during installation.
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B. Installation methods and supports for the pipe shall be in complete accordance with the
manufacturer's recommendations.
C. All piping shall have a sufficient number of unions to allow for convenient removal of sections of
the piping without disturbing the remainder of the system. Unions shall be provided close to
pieces of equipment and in branch lines to pennit ready dismantling of piping without disturbing
main pipe line or adjacent branch lines.
',--::
D. Each section of pipeline shall be laid out and all connections made while the pipe is held in
temporary supports. After completion of connections, the pipe shall be clamped in position on its
permanent supports.
>"';
E. Systems shall be arranged with low points to pennit drainage of the system.
F. Threadedjoints shall be made up perfectly tight with stiff mixture of graphite and mineral oil, or
an approved, nontoxic, nonhardening, pipe joint compound applied to the male thread only.
3.02 TESTING
A. All copper pressure piping shall be tested for at least two (2) hours at a pressure of 100 psi. If any
joint or pipe section is found to be defective, it shall be repaired or replace to the satisfaction of the
Engineer.
END OF SECI'ION
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SECTION 15064
lOF
.
PLASTIC PRESSURE PIPE AND FITTINGS
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment and incidentals required and install in the locations as
shown on the Drawings, the plastic piping, fittings and appurtenances as specified herein.
B. Provide plastic pressure pipe and ductile iron fittings for all PVC pipes 4-inches and larger as
shown on the Drawings. All above ground pipe and fittings shall be ductile iron unless otherwise
noted. All chemical lines shall have PVC fittings with solvent weld joints.
1.02 RELATED WORK
A. The following is a partial list of, but not necessarily limited to, other sections of the specifications
that are applicable to the specified equipment or structure described herein that are referred to for
reference and are not included in this Section. There are other sections of these specifications that
are also applicable and the CONTRACTOR is advised to review these sections and adhere to the
requirements specified therein.
1. Buried piping is included under Division 2.
2. Concrete work is included under Division 3.
3. Field painting and surface preparation is included in Sections 09901 and 09902.
4. Wall sleeves are included in Sections 02600 and 15062.
5. Pipe hangers and supports are included in Section 15094.
6. Valve and appurtenances are included in Section 15100.
1.03 DESCRIPTION OF SYSTEM
A. Piping shall be installed in the locations as shown on the Drawings.
B. The equipment and rnaterials specified herein is intended to be standard types of plastic pressure
pipe and ductile iron fittings for use in transporting raw sewage, reclaimed wastewater, and
potable water.
1.04 QUALIFICATIONS
All plastic pipe, fittings and appurtenances shall be furnished by a single manufacturer who is fully
experienced, reputable, and qualified in tl:te manufacture of the items to be furnished. The
equipment shall be designed, constructed, and installed in accordance with the best practices and
methods and shall comply with these Specifications.
. i~05 SUBMITTALS
A. Shop drawings shall be submitted to the ENGINEER for approval in accordance with the article
titled "Shop Drawings and Submittals" of the General Conditions and shall include dimensioning,
abbreviations and technical specification for all piping to be furnished.
B. Submit to the ENGINEER six (6) copies, for approval, samples of all materials specified herein.
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lOF
.
"
1.06 TOOLS
Special tools, solvents, lubricants, and caulking compounds required for normal installation shall
be furnished with the pipe.
1.07 REFERENCE STANDARDS
A. American Society for Testing and Materials (ASTM).
1. ASTM D1784 - Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds
and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds.
2. ASTM D1785 - Standard Specification for Poly(Vinyl Chloride) (pVC) Plastic Pipe,
Schedules 40, 80, and 120.
3. ASTM D2447 - Standard Specification for Polyethylene (PE) Plastic Pipe, Schedules 40 and
80, Based on Outside Diameter.
4. ASTM D2466 - Standard Specification for Poly(Vinyl Chloride) (pVC) Plastic.Pipe Fittings,
Schedule 40.
5. ASTM 02464 - Standard Specifications for Threaded Poly (Vinyl Chloride) (pVC) Plastic
Pipe Fittings, Schedule 80.
6. ASTM D2467 - Standard Specification for Socket - Type Poly (Vinyl Chloride) (PVC) Plastic
Pipe Fittings, Schedule 80.
7. ASTM D2564 - Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (pVC)
Plastic Pipe and Fittings.
8. ASTM D2657 - Standard Practice for Heat-Joining Polyolefin Pipe and Fittings.
9. ASTM D2665 -Standard Specifications for Poly (Vinyl Chloride) (pVC) Plastic Drain, Waste
and Vent Pipe and Fittings.
10 ASTM D2855 - Standard Practice for Making Solvent - Cemented Joints with Poly(Vinyl
Chloride) (PVC) Pipe and Fittings.
11. ASTM D3261 - Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings
for Polyethylene (PE) Plastic Pipe and Tubing.
12. ASTM 3311 - Standard Specifications for Drain, Waste and Vent (DWV) Plastic Fittings
Patterns.
13. ASTM F438 - Standard Specification for Socket - Type Chlorinated Poly(Vinyl Chloride)
(CPVC) Plastic Pipe Fittings, Schedule 40.
14. ASTM F439 - Standard Specification for Socket-Type Chlorinated Poly(Vinyl Chloride)
(CPVC) Plastic Pipe Fittings, Schedule 80.
15. ASTM F441 - Standard Specification for Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic
Pipe, Schedules 40 and 80.
16. ASTM F493 - Standard Specification for Solvent Cements for Chlorinated Poly(Vinyl
Chloride) (CPVC) Plastic Pipe and Fittings.
17. ASTM F593 - Standard Specification for Stainless Steel Bolts, Hex Cap Screws and Studs.
18. ASTM F594 - Standard Specification for Stainless Steel Nuts.
B. American Water Works Association (A WW A)
1. A WW A ClIO - Ductile-Iron and Gray-Iron Fittings, 3-inches through 48-inches for Water and
Other Liquids.
2. A WW A C111 - Rubber-Gasket Joints for Ductile-Iron and Gray-Iron Pressure Pipe and
Fittings.
3. A WW A C600 - Installation of Ductile-Iron Water Mains and their Appurtenances.
4. A WW A C651 - Disinfecting Water Mains.
5. A WW A C900 - Polyvinyl Chloride (PVC) Pressure Pipe, 4-inches through 12-inches for
Water.
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6. A WW A C905 - Polyvinyl Chloride (pVC) Pressure Pipe, 4-inches through 24-inches for
Water.
C. National Sanitation Foundation (NSF)
D. Plastic Pipe Institute
1. PPI Technical Report TR31.
E. American National Standard Institute (ANSI)
1. ANSI B16.5 Pipe Flanges and Flanged Fittings.
F. Where reference is made to one of the above standards, the revisions in effect at the time of bid
opening shall apply.
PART 2 - PRODUCTS
2.01
MATERIALS
A. Pressure-Rated Polyvinyl Chloride (pVC) Pipe:
1. All pressure-rated PVC pipe and accessories where specified on the Drawings, of one-half
inch to twelve inches (1/2"-12") in diameter, shall be extruded from clean, virgin,
unplasticized, National Sanitation Foundation (NSF) approved, Class 12453-B or Class
12454-A PVC compound conforming to Resin Specification ASTM D 1784. Pipe shall be
suitable for use at a maximum hydrostatic working pressure of 200 psi at 230C (73.4l>p). Pipe
shall conform to ASTM D 2241 for Standard Dimension Ratio (SDR) 21, and shall meet the
requirements as set forth in Product Standards PS 22-70. All spigot (plain) ends shall be
marked so as to indicate the distance the spigot end should be extended into the bell. The pipe
shall be furnished in nominal lengths of approximately 20 feet, unless otherwise directed by
the ENGINEER. Pipe and accessories shall bear the NSF mark indicating pipe size,
manufacturer's name, A WWA and/or ASTM Specification number, working pressure. and
production code.
2. All PVC pipe and accessories three inches (3") and less in diameter, where called for on the
Drawings. shall be Schedule 40 or 80 and be of rigid normal impact polyvinyl chloride. The
pipe and accessories shall conform to ASTM Specification D 1785 and Product Standard
PS21-70. All PVC pipe and fittings to be threaded shall be Schedule 80 and shall conform to
ASTM Specification D 2464. All materials to be furnished complete to perform the work.
including solvent cement, etc. The pipe shall be furnished in nominal lengths of
approximately 20 feet, unless otherwise directed by the ENGINEER.
B. Class-Rated Polyvinyl Chloride (PVC) Pipe:
1. Class-rated PVC pipe and accessories four to twelve inches (4"-12") in diameter, where shown
or as specified on the Drawings, shall meet the requirements of A WW A Specification C 900
"Polyvinyl Chloride (pVC) Pressure Pipe" and A WW A C-905 for PVC pipe from fourteen to
twenty-four inches (14"-24") in diameter. Pipe shall be Class 150, meeting requirements of
'l Dimension Ratio (DR) 18 for wastewater pressure mains, reclaimed water irrigation mains and
potable water mains, and shall be designed with cast iron/ductile iron outside diameters and
for a working pressure of 150 psi. Each length of pipe shall be hydrotested to four (4) times
its class pressure by the manufacturer in accordance with A WW A C 900 and C 905. Pipe
shall be listed by Underwriters Laboratories. Provisions shall be made for expansion and
contmction at each joint with a elastomeric ring, and shall have an integral thickened bell as
part of each joint. PVC Class pipe shall be installed in accordance with the Uni-Bell Plastic
Pipe Association Guide Specification UNI-B-3-76. and as recommended by the manufacturer.
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Pipe shall be furnished in nominal lengths of approximately 20 feet, unless otherwise directed
by the ENGINEER. Pipe and accessories shall bear the NSF mark indicating pipe size,
manufacturer's name, A WW A and/or ASTM Specification number, working pressure, and
production code. Pipe and couplings shall be made from Class 12454-A or Class 12454-B
virgin compound, as designed in ASTM D 1.184.
._~
C. Joints:
1. The PVC line joints for below ground piping four to twenty-four inches (4"-24") in diameter
shall be of the push-on type unless otherwise directed by the ENGINEER so that the pipe and
fittings rnay be connected on the job without the use of solvent cement or any special equip-
ment. The push-on joint shall be a single rubber gasket joint designed to be assembled by the
positioning of a continuous, molded rubber ring gasket in annular recess in the pipe or fitting
socket and the forcing of the plain end of the entering pipe into the socket, thereby
compressing the gasket radially to the pipe to form a positive seal. The gasket and annular
recess shall be designed and shaped so that the gasket is locked in place against. displacement
as the joint is assernbled. The rubber ring joint shall be designed for thermal expansion or
contraction with a total temperature change of at least 75'F in each joint per length of pipe.
The bell shall consist of an integral wall section with a solid cross section elastomeric ring
which shall meet requirements of ASTM D ~869. The thickened bell section shall be
designed to be at least as strong as the pipe wall. Lubricant furnished for lubricating joints
shall be nontoxic, shall not support the growth of bacteria, shall have no deteriorating effects
on the gasket or pipe material, and shall not impart color, taste, or odor to the water.
2. PVC joints for pipe less than four inches (4") in diameter shall be threaded or solvent welded
joints where called for on the Drawings, unless otherwise directed by the ENGINEER. Teflon
thread tape or liquid teflon thread lubricant shall be used on all threaded joints to serve as both
a sealer and lubricant. Threaded joints should be made hand tight (hard). When the joint is
hand tight a strap wrench should be used to' make up one to two (1-2) additional full turns past
the hand tight point. Do not use pipe wrenches or pump pliers on plastic pipe or fittings.
:.. ~
.:~
D. Fittings:
All fittings for pressure or class-rated PVC pipe for below ground piping of four to twenty-four
inches (4"-24") in diameter shall be ductile iron with mechanical joints and shall conform to the
above specifications for ductile iron fittings and Section 15062, unless otherwise directed by the
ENGINEER.
1. Fittings for Schedule 80 PVC pipe three inches (3") or less in diarneter shall be threaded or
solvent weld and be PVC as shown on the Drawings, or as directed by the ENGINEER.
Threaded PVC fittings shall conform to ASTM Specification D 2464-69.
2. The manufacturer of the pipe shall supply all polyvinyl chloride accessories as well as any
adaptors and/or specials required to perform the work as shown on the drawings and specified
herein. Standard double bell couplings w.ill notbe accepted where the pipe will slip
cornpletely through the coupling.
, ;
E. Poly (Vinyl Chloride) Pipe and Fittings for Drain, Waste and Vent Service (DWV).
1. Pipe shall be manufactured from PVC compounds meeting ASTM D1784, Class 12454-B in
accordance with ASTM D2665. The patterns, dimensions and laying lengths of fittings
including adapters shall meet the requirements of ASTM D3311. Solvent cement for joining
DW A pipe and fittings shall be as specified in ASTM D2564.
2. Pipe and fittings shall be schedule 40 socket weld joints as designated in ASTM 2466 and
2564. Where applicable, chemical lines will use flange fittings cornplying with ANSIU 16.5.
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F. Chlorinated Poly (Vinyl Chloride) Pipe and fittings - CPVC
1. Pipe shall be manufactured from CPVC compounds meeting ASTM D1784, Class 23447 in
accordance with ASTM F441, CPVC 4120. The pipe shall have a minimum hydrostatic
design stress of 2000 psi at 73 degrees F and 500 psi at 180 degrees F and shall be suitable for
field cutting and solvent welding. Pipe shall be of the sizes as shown on the Drawings and
shall be Schedule 80 unless otherwise shown.
2. Fittings shall be socket type for solvent weld joints conforming to ASTM F439 or ASTM
F438 where Schedule 40 pipe is shown on the Drawings. Fittings shall be manufactured from
CPVC compound meeting ASTM D1784, Class 23447. Solvent cement shall be as specified
in ASTM F493. Where applicable, chemical pipe shall use flanged fittings complying with
ANSI BI6.5.
G. Polyethylene Pipe and Fittings - HDPE
1. Pipe shall be manufactured from High Density Polyethylene (HDPE) base resin conforming to
Grade P34 (Plastics Pipe Institute designation PE3406 or better) in accordance with the
requirements of ASTM D2447. The pipe shall have a minimum hydrostatic design stress of
630 psi at 73 degrees F and be suitable for field cutting and heat fusion joining. Pipe shall be
of the sizes shown on the Drawings and shall be Schedule 80 unless otherwise shown.
2. Fittings shall be the butt type for heat fusion joints conforming to ASTM D3261, except that
Schedule 80 fittings shall meet the sustained pressure test conditions as specified for Schedule
80 pipe in Table 3 of ASTM D2447. Fittings shall be manufactured from the same HDPE
base resin, conforming to Grade P34, class C (plastics Pipe Institute designation PE3406 or
better), as is used to produce the pipe to which the fittings are to be joined. Both pipe and
fittings shall be manufactured by the same MANUFACTURER to assure compatibility of the
piping system components.
H. Threaded joints shall be as specified under the applicable ASTM standard fOf the pipe and fittings
being used. Thread sealer shall be thread tape which shall be standard industrial quality Teflon,
Type 1.
I. Flanged Joints
1. Where flanged joints are shown on the Drawings, they shall be supplied with lI8-in thick
full-faced Viton-N gaskets or equal.
2. Flange bolt spacing, number and dimensions shall conform to the requirements of ANSI
BI6.5. CPVC and PVC flanges shall be single piece, suitable for solvent cementing to the
pipe and shall be suitable for a minimum pressure of 150 psi. Two piece sleeved flanges (Van
Stone type) shall not be acceptable.
3. Bolts, nuts and washers for flanged joints shall be for corrosive service conditions and shall be
ASTM F593 and F594, Type 316 stainless steel. Antisieze compound for stainless steel bolts
and nuts shall be of a molybdenum disulfide base such as Molycoat-G or equaL
J. Fittings, specials, unions and flanges shall be of the same schedule number and manufactured of
the same materials as the pipe. Whenever unions are called out on the Drawings, flanged
connections may be substituted, provided that dimensional controls do not preclude use of flanges.
t ':t.
K. Sleeves for plastic pipe shall be as specified in Section 15053.
L. Expansion joints for PVC and CPVC sizes lI2-in to 6-in shall be telescoping type as manufactured
by Plastinetics, Inc.; ASAHIlAmerica or equal. Expansion in pipes smaller than lI2-in shall be
accommodated with expansion loops.
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.JJr' .
2.02 SURFACE PREPARATION AND SHOP COATING
A. All PVC and CPVC piping and fittings exposed to view shall have its surface prepared and be
shop painted as specified in Section 0990 1. Surface preparation and shop priming are a part of the
work of this Section. Field finish painting is included in Section 09902. The CONTRACTOR
shall assist as required in identifying pipe contents, direction of flow and all else required for
proper finish painting and marking of pipe.
".
B. Painting will not be required on HDPE pipe, however, marking the pipe to indicate normal
direction of flow and the fluid being transported in accordance with the marking schedule included
in Section 09902 shall be required as part of the work of this Section. Marking systems consisting
of mylar/aluminum sandwich sheets held in place by mastic or adhesive compounds which are
compatible with the HDPE resin used to manufacture the pipe shall be used to identify pipe
contents and direction of flow.
h~.
.... ;l
PART 3 - EXECUTION
3.01 HANDLING PIPE AND FITTINGS
A. Care shall be taken in loading, transporting, and unloading to prevent injury to the pipe or
coatings. Pipe or fittings shall not be dropped. Any damage to the pipe coatings shall be repaired
as directed by the ENGINEER.
B. All pipe and fittings shall be subjected to a careful inspection just prior to being laid or installed,
and no piece shall be installed which is found to be defective.
C. If any defective pipe is discovered after it has been laid, it shall be removed and replaced with a
sound pipe in a satisfactory manner at no additional expense to the OWNER. All pipe and fittings
shall be thoroughly cleaned before laying, shall be kept clean until they are used in the work, and
when installed or laid, shall conform to the lines and grades required.
3.02 INSTALLATION
A. The installation of plastic pipe and fittings shall be strictly in accordance with the manufacturer's
technical data and printed instructions, A WW A Specification C600 and Section 02600 of these
Specifications.
B. Joining Plastic Pipe
Joining plastic pipe for below ground piping shall be as specified in Section 02600 and as
specified herein.
C. Joints for PVC and CPVC pipe shall be solvent cemented unless flanged or threaded are otherwise
shown on the Drawings or are specified as other types herein. In making solvent cemented
connections, clean dirt and moisture from pipe and fittings, bevel pipe ends slightly with emery
cloth to remove any shoulder or burrs created by cutting of the pipe. Solvent cement joints shall
be made in accordance with ASTM D2855 except that solvent cement formulated especially for
and as specified above shall be used for joining CPVC pipe and fittings. Primer shall be used
whenever recommended by the pipe, fitting, or cement manufacturer and in all cases for joints on
pipe systems four inches in diameter or larger. Making solvent cement joints shall not be
performed and the work shall stop when the temperature, measured in the shade, is 40 degrees F
and falling.
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D. Joints between PVC drain, waste and vent pipe and cast-iron soil pipe shall be made with
approved mechanical compression joints designed for such use.
E. Joints for HDPE pipe shall be butt heat fusion. Butt heat fusion joints shall be made in accordance
with the requirements of ASTM D2657.
F. Installation of valves and fittings shall be in accordance with manufacturer's instructions.
Particular care shall be taken not to overstress threaded connections. In making solvent cement
connections, the solvent cement or primer shall not be spilled on valves. Any cement allowed to
run from joints shall be cleaned from the pipe and fittings immediately.
G. All piping shall have a sufficient number of unions to allow convenient removal of piping and
shall be as approved by the OWNER. PVC and CPVC pipe shall be installed with at least one
expansion joint or loop near the center of each straight run of pipe which is 50 feet or longer with
the maximum spacing between expansion joints or loops being 150 feet.
H. Where plastic pipe passes through wall sleeves, the space between the pipe and sleeve shall be
sealed with a mechanical sealing element as specified in Section 01172.
I. All plastic pipe to metal pipe connections shall be made using flanged connections. Metal piping
shall not be threaded into plastic fittings, valves, or couplings nor shall plastic piping be threaded
into metal valves, fittings or couplings. Only socket to thread adaptors shall be used for threaded
plastic pipe connections to other threaded devices.
J. Concrete inserts for hangers and supports shall be furnished and installed in the concrete as it is
placed. The inserts shall be set in accordance with the requirements of the piping layout and the
CONTRACTOR shall verify these locations from approved piping layout drawings and the
structural drawings. Pipe hangers and supports are specified in Section 15094.
K. Due to its large coefficient of thermal expansion, HOPE pipe shall be installed at its maximum
operating temperature to prevent sagging between the hangers or supports. Supports at each end
of the straight HOPE pipe runs shall be of sufficient strength to develop anchoring forces adequate
to oppose the tensile forces developed in the pipe due to thermal contraction. The exception to
this requirement shall be for flanged HDPE connections, because, if the flanged connection is
made up at the maximum operating temperature, the thermal contraction of the flange thickness
will reduce the required tensile force in the flange bolts. flanged HDPE connections shall,
therefore be made up at the lowest expected operating temperature and then the entire piping
system shall be brought up to the maximum operating temperature for final installation. (Note:
Packing the flanges in ice may be necessary to achieve the proper installation temperature).
3.03 FIELD PAINTING
A. Pipe normally exposed to view shall be painted and marked as specified in the Painting Section
09902 and surfaces prepared in accordance with Section 09901. ENGINEER will assist in
identifying pipe contents direction of flow and all else required for proper marking of pipe.
B. All CPVC and PVC pipe and fittings exposed to the direct sunlight shall be field painted to
provide additional UV protection. This painting shall be required whether or not marking is
required and shall be in accordance with Section 09901.
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3.04 INSPECTION AND TESTING
A. All pipelines shall remain undisturbed for 24 hours to develop complete strength at all joints. All
pipelines shall be flushed clean and then subjected to a hydrostatic pressure test for 2 hours at full
working pressure but not less than 150 psi as specified in Section 02600 and Section 01625 Plant
Start-up. All leaks shall be repaired and stress retested as approved by the ENGINEER. Prior to
testing, the pipelines shall be supported in an approved manner to prevent movement during tests.
B. Hydrostatic pressure and leakage tests of all pressure lines shall conform to Section 4 of A WW A
C-600 specification and Section 01625 - Plant Start-up and Section 15051 Piping - General
Requirements with the exception that the CONTRACfOR shall furnish all gauges, meters,
pressure pumps and other equipment needed to test the line should the temperature not be
attainable under hydrostatic conditions, then the test may be performed under hydro-dynamic
conditions, provided that accurate measurements for loss of the test fluid can be made, or the
pressure shall be proportionally increased to simulate the stresses of the higher temperature in
relation to the lowest system temperature that is expected during the duration of the test. The
proportionally higher test pressures shall be determined in accordance with the accepted
temperature versus strength properties as published by the pipe manufacturer, Plastic Pipe Institute
or other pipe material standards organization. Allowance for expansion of polyethylene pipe
during the test shall be made in accordance with PPI Technical Report TR31.
C. The test shall be performed by slowly filling the piping system, expelling entrapped air from all
high points. The fill rate shall be controlled so that the fluid velocity within the pipe system is less
than two fps. Upon completion of the filling process, the system shall be brought up to the
specified test temperature as applicable, holding the system pressure to less than ten percent of the
test pressure. Once the system has been stabilized at the specified test temperature, the pipe
should be slowly brought up to the test pressure in such a manner so as to not create shock, surge
or water hammer in the pipe system. The test duration time limit shall not begin until the full
pressure specified above has been reached and the system has been stabilized to within five
percent of the test temperature. The system pressure and temperature shall be maintained to within
one-half percent but no more than five (5) percent of the specified value for the temperature and
within five psi of the specified value for the pressure. These tolerances shall be held for the entire
duration of the test. Upon completion of the test, the pressure shall be slowly removed by opening
a valve or other pressure relieving device at a location remote to the location of the
pressure/temperature monitoring equipment.
D. The pressure test shall be monitored by a recording type pressure gage for tests not requiring
temperature control or a dual pen pressure/temperature recording gage when temperature control is
required. The entire test process shall be recorded, including the initial temperature stabilization
and pressurization of the piping system. The record shall be continuous through the system test
and shall show the final de-pressurization of the pipe system.
E. All visible leaks detected during the pressure test shall be repaired and the pressure/temperature
test rerun. A successful test shall be a test in which no visible leaks are detected and the pipe
system pressure can be maintained within one-half percent but no more than five psi of the
specified value.
END OF SECTION
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SECTION 15065
STAINLESS STEEL PIPE AND FITTINGS
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. The CONTRACfOR shall furnish all labor, materials, equipment and incidentals required and
install and test all non-buried stainless steel pipe and fittings as shown on the Drawings and as
specified herein.
B. Where the word "pipe" is used it shall refer to pipe, fittings, hangers, supports and appurtenances
unless otherwise noted.
C. The work includes, but is not necessarily limited to:
1. Furnishing and installing interior, above grade, stainless steel pipe, fittings and specials with
screwed, butt welded, or flanged and plain ends.
2. Furnishing stainless steel pipe sleeves and stainless steel pipe wall castings for interior and
exterior wall and foundation wall penetrations.
1.02 RELATED WORK
A. The Contract Documents include, but are not limited to, the following related requirements:
1. Buried piping is included under Division 2.
2. Concrete work is included in Division 3.
3. Field painting is included in Division 9.
4. Pipe hangers and supports are included in Section 15094.
5. Valves are included in Section 15100.
1.03 SUBMITTALS
A. Shop drawings including piping layouts and schedules shall be submitted to the ENGINEER in
accordance with the Section 01300 titled "Submittals" and shall include dimensioning, fittings,
locations of valves and appurtenances, joint details, methods and locations of supports and all
other pertinent technical specifications for all piping to be furnished.
B. Shop drawing submittals for piping under this Section shall include all data and information
required for the complete piping systems. All dimensions shall be based on the actual equipment to
be furnished. Types and locations of pipe hangers and/or supports shall be shown on the piping
layouts for each pipe submittal.
1.04 REFERENCE STANDARDS
f -~
A. American Society for Testing and Materials (ASTM)
1. ASTM A312 - Standard Specification for Seamless and Welded Austenitic Stainless Steel
Pipe.
B. American National Standards Institute (ANSn
1. ANSI B16.1 - Cast Iron Pipe Flanges and Flanged Fittings Class 25,125,250 and 800.
2. ANSI B36.19 - Stainless Steel Pipe
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.
C. American Welding Society (AWS)
D. Where reference is made to one of the above references, the revision in effect at the time of bid
opening shall apply.
1.05 QUALITY ASSURANCE
._~
A. All stainless steel pipe and fittings shall be furnished by a single manufacturer who is experienced
in the manufacture of the items to be furnished. The pipe and fittings shall be designed, fabricated
and installed in accordance with the best practices and methods and shall be suitable for the
intended service.
B. Welded fittings shall be factory welded by code certified welders.
1.06 SYSTEM DESCRIPTION
.. ~")
A. Piping shall be installed in those locations as shown on the Drawings.
B. The equipment and materials specified herein are intended to be standard types of stainless steel
pipe and fittings for use in transporting wastewater, potable water, air and chemicals.
1.07 DELIVERY, STORAGE AND HANDLING
A. Care shall be taken in loading, transporting and unloading to prevent injury to the pipe and fittings.
Pipe and fittings shall not be dropped. Pipe and fittings shall be examined before installation and
no piece shall be installed which is found to be defective.
B. In handling the pipe, wide cushioned slings shall be used or other devices and methods acceptable
to the ENGINEER. No uncushioned ropes, chairs, wedges or levers shall be used in handling the
pipe, fittings and couplings.
C. If any defective pipe is discovered after it has been installed, it shall be removed and replaced with
a sound pipe by the CONTRACTOR, at the CONTRACTOR's own expense. All pipe and fittings
shall be thoroughly cleaned before installation and shall be kept clean until they are put into
servIce.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Pipe and fittings used for the low pressure systems shall be Schedule 40S; seamless or welded,
austenitic stainless steel pipe Grade Type 304L conforming to ASTM A3l2 and ANSI B36.l9.
Pipe used for high pressure systems shall be Grade Type 316L.
. -~
B. Pipe and fittings shall be fabricated true to dimension and round. Ends of pipe and fittings shall be
perpendicular to the longitudinal axis. Pipes shall be straight within maximum of lI8-in deviation
over 10-f1. All pieces shall be marked with gauge and type of stainless steel.
C. Bolts, washers, nuts and other hardware for flange bolting shall be Type 316 stainless steel.
D. Fittings shall be smooth curve type up to 18-inch diameter and mitered type 20-inch diameter and
greater. Fittings shall conform to ANSI BI6.9.
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E. Gaskets for flanged connections shall be a minimum of 1/16-inch rubber.
F. All pipe and fittings shall be pickled at the point of manufacture, scrubbed and washed until all
discoloration is removed.
G. Wall pipes shall have integral shop welded wall stops.
H. Pipe ends shall be prepared for couplings or other type ends where required by transport and
handling limitations, where required by the support layout requirements and where noted on the
Drawings. Grooving shall be of the coupling manufacturers standard type. CONTRACTOR is
responsible for ensuring rigidity of joints where required. All normal pipe joints at valves, bends,
etc. shall be flanged, drilling per ANSI BI6.1. Class 125.
I. Shop welding offabrications shall be done according to the procedures and by welders certified
per ASME Section IX.
J. Where shown on the Drawings or where approved by the ENGINEER, flanged coupling adapters
shall be used to connect plain end pipe to equipment, fittings and valves. Flanged coupling
adapters shall be of the Type 316L stainless steel and shall comply with A WW A C207. Flanged
coupling adapters shall be manufactured by Dresser Manufacturing Division of Dresser Industries;
Smith Blair, Inc. or equal.
2.02 SURFACE PREPARATION AND SHOP PRIME PAINTING
A. All piping and fittings exposed to view shall have its surface prepared and be shop painted as
required for pipe marking as specified in Division 9. Surface preparation and shop priming is a
part of the work of this Section. Pipe fmish painting and marking is included in Section 09902,
but it shall be part of the work of this Section to assist as required by the ENGINEER in
identifying pipe contents, direction of flow and all else required for proper finish painting and
marking of pipe.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Stainless steel pipe shall be installed true to alignment and rigidly supported.
B. Interior pipe connections for equipment and valves shall be flanged as shown on the Drawings.
Backing flanges shall be drilled to ANSI B16.1 Class 125 standard.
C. Joint welding shall be in accordance with the A WS. The strength of the weld shall develop the
strength of the pipe.
D. Sleeves of the proper size shall be installed for pipes passing through floors and walls as indicated
on the Drawings.
E. When cutting of pipe is required. the cutting shall be done by machine in a neat workmanlike
manner without damage to the pipe. Cut ends shall be smooth and at right angles to the axis of the
pipe.
6295-41350/4/2012004
15065-3
TPA S:ICOlLlERISCRWTP\l5065.doc
lOF ·
F. After installation, stainless steel pipe lines shall be washed clean with steam or hot water to
remove any foreign material picked up during transport.
G. Reducers, unions and appurtenances shall be provided as required for all high pressure air
connections.
3.02 TESTING
A. All pipe lines shall be tested for compliance with the specifications. If leaks are discovered, they
shall be repaired under this Section and approved by the ENGINEER. Pressure and leakage tests
will be required. The test pressures for the various pipe lines shall be as follows:
1. High pressure air piping: 150 psi
2. Low pressure air piping: 15 psi
.~'-:":l
END OF SECTION
1.,
6295-41350/4/20/2004
15065-4
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lOF ·
SECTION 15066
BRASS PIPE AND FITTINGS
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment and incidentals required and install and test, complete and
ready for operation, all brass pipe and fittings as shown on the Drawings and specified herein.
1.02 DESCRIPTION OF SYSTEM
A. Brass pipe shall be installed in the locations as shown on the Drawings.
1.03 QUALIFICATIONS
A. All brass pipe and fittings shall be furnished by a single manufacturer who is fully experienced,
reputable, and qualified in the manufacture of the items to be furnished. The pipe and fittings
shall be designed, constructed, and installed in accordance with the best practices and methods and
shall comply with these Specifications.
1.04 SUBMITI ALS
A. Shop drawings shall be submitted to the ENGINEER for approval in accordance with the General
Conditions and shall include dimensioning, methods of support, and technical specifications for all
pipe and fittings to be furnished.
PART 2 - PRODUCTS
2.01 MATERIALS
.....J A. Brass pipes shall be Red Brass Schedule 80 and shall meet ASTM Specification B43.
PART 3 - EXECUTION
3.01 INSTALLATION
A. The brass pipe and fittings shall be installed in a neat and workmanlike manner in accordance with
the best practices and methods. Piping shall be installed true to alignrnent and adequately
supported. Each length of pipe shall be thoroughly cleaned before installation. Care shall be
taken that stresses are not imposed on the pipe during installation.
I .~
B. Installation methods and supports for the pipe shall be in complete accordance with the
manufacturer's recommendations.
C. All piping shall have a sufficient number of unions to allow for convenient removal of sections of
the piping without disturbing the remainder of the system. Unions shall be provided close to
pieces of equipment and in branch lines to permit ready dismantling of piping without disturbing
main pipe line or adjacent branch lines. .
6295-41350/3/24/2004 15066-1 TPA S:\COWER\SCRWTP\l5066.doc
lOF
.
D. Each section of pipeline shall be laid out and all connections made while the pipe is held in
temporary supports. After completion of connections, the pipe shall be clamped in position on its
permanent supports.
'.
E. Systems shall be arranged with low points to pennit drainage of the system.
.~ .~
F. Threaded joints shall be made up perfectly tight with stiff mixture of graphite and mineral oil, or
an approved, non-toxic, nonhardening, pipe joint compound applied to the male thread only.
3.02 TESTING
A. All brass piping shall be tested for at least two (2) hours at a pressure of 150 psi. If any joint or
pipe section is found to be defective, it shall be repaired or replace to the satisfaction of the
ENGINEER.
...-~
END OF SECTION
6295-41350/3/2412004
15066-2
TPA S:\COWER\SCRWTP\15066.doc
SECTION 15094
lOF
.
PIPE HANGERS AND SUPPORTS
PART 1 GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment and incidentals and install pipe hangers, supports,
concrete inserts, and anchor bolts including all metallic hanging and supporting devices for
supporting exposed piping.
1.02 RELATED WORK
A. Concrete is included in Division 3.
B. Miscellaneous metal is included in Section 05500.
C. Painting is included in Section 09902.
D. Pipe and fittings are included in respective sections of Division 15.
1.03 QUALIFICATIONS
A. Hangers and supports shall be of approved standard design where possible and shall be adequate
to maintain the supported load in proper position under all operating conditions. The minimum
working factor of safety for pipe supports shall be five times the ultimate tensile strength of the
material, assuming 10 feet of water ftlled pipe being supported.
B. All pipe and appurtenances connected to equipment shall be supported in such a manner as to
prevent any strain being imposed on the equipment. When MANUFACTURERS have
indicated requirements that piping loads shall not be transmitted to their equiprnent, the
CONTRACTOR shall submit a certification stating that such requirements have been complied
with.
1.04 SUBMITTALS
A. Submit to the ENGINEER for review, as provided in the General Conditions and Section 01300,
shop drawings of all items to be furnished under this section.
B. Submit to the ENGINEER for approval, samples of all materials specified herein.
PART 2 PRODUCTS
, ~.01 GENERAL
A. All pipe'and tubing shall be supported as required to prevent significant stresses in the pipe or
tubing material, valves, and fittings and to support and secure the pipe in the intended position
and alignment. All supports shall be designed to adequately secure the pipe against excessive
dislocation due to thermal expansion and contraction, internal flow forces, and all probable
external forces such as equipment, pipe, and personnel contact. All pipe supports shall be
approved prior to installation.
6295-41350/9/16/2004 15094-1 TPA S:\COLllER'SCRWTP\l5094.doc
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B. All materials used in manufacturing hangers and supports shall be capable of meeting the
respective ASTM Standard Specifications with regard to tests and physical and chemical
properties, and be in accordance with MSS SP-58.
C. Hangers and supports shall be spaced in accordance with ANSI B31.1.0 except that the
maximum unsupported span shall not exceed 10 feet unless otherwise specified herein.
D. Pipe hangers and supports for piping specified under Plumbing and HV AC shall be as specified
in those sections, if required.
E. Unless otherwise specified herein, pipe hangers and supports shall be as manufactured by
Grinnell Co., Inc., Carpenter and Patterson, Inc. or equal. Any reference to a specific figure
number of a specific MANUFAC11JRER is for the purpose of establishing a type and quality of
product and shall not be considered as proprietary. Any item comparable in type, style, quality,
design and performance will be considered for approval.
2.02 PIPE HANGERS AND SUPPORTS FOR METAL PIPE
A. Suspended single pipes shall be supported by hangers suspended by steel rods from galvanized
concrete inserts, beam clamps, or ceiling mounting bolts as follows:
1. Hangers:
Pipe Size Inches
Grinnell Fig. No.
Less and 1/2
1/2 through 1
1 through 4
6 through 12
14 through 30
36 through 48
138R
97C
104
590
171
(see special supports paragraph 2.04)
2. Hanger rods shall be rolled steel machine threaded with load ratings conforming to ASTM
specifications and the strength of the rod shall be based on root diameter. Hanger rods shall
have the following minimum diameters:
Pipe Size Inches
Min. Rod Diameter Inches
~ ',"
.
Less than 2-1/2
2-112 through 4
4
6
8-12
14-18
20- 30
36-48
3/8
1/2
5/8
3/4
7/8
1
1-1/4
(see special supports paragraph 2.04)
3. Where applicable, structural attachments shall be beam clamps. Beam clamps, for rod
sizes 1/2-inch through 3/4-inch shall be equal to Grinnell Fig. No. 229, and for rod
sizes 7/8-inch through 1-114-inch shall be equal to Grinnell Fig. No. 228, or equal.
4. Concrete inserts for pipe harigers shall be continuous metal inserts designed to be used
in ceilings, walls or floors, spot insets for individual pipe hangers, or ceiling mounting
6295-4135019/16/2004 15094-2 TPAS:\COLLlERISCRWTPll5094.doc
10F ·
bolts for individual pipe hangers and shall be as manufactured by Unistrut
Corporation, Wayne, Michigan; Carpenter and Patterson, Inc., Laconia, New
Hampshire; Richmond. or equal and shall be as follows:
a.
Continuous concrete inserts shall be used where applicable and/or as shown on
the drawings and shall be used for hanger rod sizes up to and including 3/4-inch
diameter. Inserts to be used where supports are parallel to the main slab
reinforcement shall be Series P3200 by Unistrut Corporation, Fig. 1480, Type 2
by Carpenter and Patterson, Inc., or equal. Inserts to be used where supports are
perpendicular to the main slab reinforcement shall be Series P3300 by Unistrut
Corp., Fig 1480, Type I by Carpenter and Patterson, Inc., or equal.
Spot concrete inserts shall be used where applicable and shall be used for
hanger sizes up to and including 7/8-inch diameter. Inserts shall be Fig. 650 by
Carpenter and Patterson, Inc. for hanger rod sizes 1/2-inch through and
inCluding 3/4-inch, and Fig. 266 by Carpenter and Patterson, Inc. for 7/8-inch
hanger rods.
Ceiling mounting bolts shall be used where applicable and be for hanger rod
sizes I-inch through and including 1-1/4-inch and shall be Fig. 104M as
manufactured by Carpenter and Patterson, Inc. or equal.
b.
c.
5. All pipe hangers shall be capable of vertical adjustment under load and after erection.
Turnbuckles, as required and where applied, shall be equal to Grinnell Fig. No. 230.
B. Wall or column-supported pipes shall be supported by welded steel brackets equal to Grinnell
Fig. Nos. 194, 195, and 199 as required, for pipe sizes up to and including 20-inch diameter.
Additional wall bearing plates shall be provided where required.
1. Where the pipe is located above the bracket, the pipe shall be supported by an anchor chair
and U-bolt assembly supported by the bracket for pipes 4-inches and larger and by an U-
bolt for pipes smaller than 4-inches. Anchor chairs shall be equal to Carpenter and
Patterson Fig. No. 127. U-bolts shall be equal to Grinnell Fig. Nos. 120 and 137.
2. Where the pipe is located below the bracket, the pipes shall be supported by pipe hangers
suspended by steel rods from the bracket. Hangers and steel rods shall be as specified
above.
3. Wall or column supported pipes 2-inches and smaller may be supported by hangers equal to
Carpenter and Patterson Fig. Nos. 74, 179, or 237 as required.
......
C. Floor supported pipes 3-inches and larger in diameter shall be supported by either cast-in-place
concrete supports or adjustable pipe saddle supports as directed by the ENGINEER. In general,
concrete supports shall be used when lateral displacement of the pipes is probable (unless lateral
support is provided), and adjustable pipe saddle type supports shall be used where lateral
displacement of the pipes is not probable.
I. Each concrete support shall conform to the details shown on the drawings. Concrete shall
be poured after the pipe is in place with temporary supports. Top edges and vertical
corners of each concrete support shall have l-inch bevels. Each pipe shall be secured on
each concrete support by a wrought iron or steel anchor strap anchored to the concrete with
, -~ cast-in-place bolts or with expansion bolts. Where directed by the ENGINEER, vertical
reinforcement bars shall be grouted into drilled holes in the concrete floor to prevent
overturning or lateral displacement of the concrete support. Unless otherwise approved by
the ENGINEER, maximum support height shall be five (5) feet.
2. Concrete piers used to support base elbows and tees shall be similar to that specified above.
Piers may be square or rectangular.
3. Each adjustable pipe saddle support shall be screwed on welded to the corresponding size
150 lb. companion flanges or slip-on welding flanges respectively. Supporting pipe shall
6295-41350/9/16/2004 15094-3 TPAS:\COLLIER\SCRWTP\15094.doc
lOF ·
be of Schedule 40 steel pipe construction. Each flange shall be secured to the concrete
floor by a minimum of two (2) expansion bolts per flange. Adjustable saddle supports shall
be equal to Grinnell Fig. No. 264. Where used under base fittings, a suitable flange shall
be substituted for the saddle.
4. Floor supported pipes less than 3-inches shall be supported by fabricated steel supports.
D. Vertical piping shall be supported as follows:
1. Where pipes change from horizontal to vertical, the pipes shall be supported on the
horizontal runs within 2 feet of the change in direction by pipe supports as previously
specified herein.
2. For vertical runs exceeding 15 feet, pipes shall be supported by approved pipe collars,
clamps, brackets, or wall rests at all points required to ensure a rigid installation.
3. Where vertical piping passes through a steel floor sleeve, the pipe shall be supported by a
friction type pipe clamp that is supported by the pipe sleeve. Pipe clamps shall be equal to
Grinnell Fig. No. 262.
E. Anchor bolts shall be equal to Kwik-Bolt as manufactured by the McCullock Industries,
Minneapolis, Minnesota or Wej-it manufactured by Wej-it Expansion Products, Inc.,
Broomfield, Colorado.
F. All rods, hangers, inserts, brackets, and components shall be furnished with galvanized fmish.
2.03 PIPE HANGERS AND SUPPORTS FOR PLASTIC PIPE
A. Single plastic pipes shall be supported by pipe supports as previously specified herein.
B. Multiple, suspended, horizontal plastic pipe runs, where applicable, and rubber hose, shall be
supported by ladder type cable trays such as the Electray Ladder by Husky-Bumdy, the
Globetray by the Metal Products Division of United States Gypsum, or equal. Ladder shall be of
mild steel construction. Rung spacing shall be approximately 18-inches for plastic pipe and 12-
inches for rubber nose. Tray width shall be approximately 6-inch for single runs of rubber hose
and 12-inches for double runs of rubber hose. Ladder type cable trays shall be furnished
complete with all hanger rods, rod couplings, concrete inserts, hanger clips, etc. required for a
complete support system. Individual plastic pipes shall be secured to the rungs of the cable tray
by strap clamps or fasteners equal to Globe Model M-CAC, Husky, Burndy Model SCR or
approved equal. Spacing between clamps shall not exceed 9 feet. The cable trays shall provide
continuous support along the length of the pipe.
C. Individual clamps, hangers, and supports in contact plastic pipe shall provide fmn support but
not so firm as to prevent longitudinal movement due to thermal expansion and contraction.
2.04 SPECIAL SUPPORTS
. ~ A. Pipe supports shall be provided to support the vertical runs of all chemical pipes between the
respective chemical feed pump and the horizontal overhead pipe runs. The pipes shall be
supported by means of a supporting framework suitably anchored into the floor or curbing. The
vertical piping shall be suitable secured to horizontal support members connected at each end to
vertical support members and spaced as required to provide a rigid installation.
1. The complete supporting system shall be as manufactured by the Unistrut Corporation,
Globe-Strut as manufactured by the Metal Products Division of U.S. Gypsum, or equal.
2. Vertical and horizontal supporting members shall be U shaped channels similar to Unistrut
Series PlOOO. Vertical piping shall be secured to the horizontal members by pipe clamps
6295-41350/9/16/2004 15094-4 TPA S:\COLLlERlSCRWTP\15094doc
10F ·
or pipe straps equal to Unistrut Series PI100M and Series P2558. All components shall be
of mild steel.
3. The assemblies shall be furnished complete with all nuts, bolts, and fittings required for a
complete assembly.
4. The design of each individual framing system shall be the responsibility of the
CONTRACTOR. Shop drawings, as specified in Paragraph 1.04 above shall be submitted
and shall show all details of the installation, including dimensions and types of supports.
B. Any required pipe supports for which the supports specified in this section are not applicable,
including pipe supports for 36-inch through 48-inch pipe, shall be fabricated or constructed from
standard aluminum shapes in accordance with specifications. concrete and anchor hardware
similar to items previously specified herein and shall meet the minimum requirements listed
below and be subject to the approval of the ENGINEER.
1. Pipe support systems shall meet all requirements of this section and all related sections of
this specification.
2. Complete design details of the entire pipe support systems shall be provided, for approval
by the ENGINEER.
3. The pipe support system shall not impose loads on the supporting structures in excess of
the loads for which the supporting structure is designed.
4. Hanger rods for 36-inch through 48-inch pipe shall be a minimum of 1-112-inch diameter
and shall not exceed the MANUFACfURER's standard maximum recommended safe load.
PART3 EXECUTION
3.01 INSTALLATION
A. All pipes, horizontal and vertical, shall be rigidly supported from the building structure by
approved supports. Supports shall be provided at changes in direction and elsewhere as shown
in the drawings or specified herein. No piping shall be supported from other piping or from
fixtures, metal stairs, ladders, and walkways, unless it is so indicated on the drawings, or
specifically directed or authorized by the ENGINEER.
B. All pipe supports shall be designed with liberal strength and stiffness to support the respective
pipes under the maximum combination of peak loading conditions to include pipe weight, liquid
weight, liquid rnovement, and pressure forces, thermal expansion and contraction. vibrations,
and all probable externally applied forces. Prior to installation, all pipe supports shall be
approved by the ENGINEER.
C. Pipe supports shall be provided to minimize lateral forces through valves, both sides of split type
couplings, and sleeve type couplings and to minimize all pipe forces on pump housings. Pump
housings shall not be utilized to support connecting pipes.
D. Pipe supports shall be provided as follows:
1. Cast iron and ductile iron shall be supported at a maximum support spacing of 10'_0" with a
. minimum of one support per pipe section at the joints.
2. Supports for rnultiple PVC, CPVC, and PVDF pipes shall be continuous wherever
po~sible. Individually supported plastic pipes shall be supported as recommended by the
MANUFACTURER except that support spacing shall not exceed five (5) feet.
3. Support spacing for galvanized steel pipe and copper tubing shall not exceed five feet.
4. All vertical pipes shall be supported at each floor or at intervals not to exceed 15 feet by
approved pipe collars, clamps, brackets, or all rests, and at all points necessary to insure
rigid construction.
6295-41350/9/1612004 15094-5 TPA S:\COlllER\SCRWTP\15094.doc
10F ·
5. Horizontal support for cast iron hub and spigot pipe shall be installed within 12-inches of
each hub and with 5'-0" maximum spacing between hangers. Pipe exceeding 5'-0" in
length may be supported at intervals not greater than 10'-0". Support horizontal no hub cast
iron pipe runs at each fitting and at each length of pipe less than 4'-0" with at least one (1)
hanger. Support horizontal no hub pipe longer than 4'-0" on both sides of each joint.
6. Anchor and support water connections to plumbing fixtures, in pipe chases or walls, to
fixture carriers or waste and vent piping. Supports shall be similar to Adjusto-Spacer
System as manufactured by Thomas Industries. Place Adjusto-Spacers every 10'-0" on
vertical pipe and every 5'-0" on horizontal pipe. Insulate pipe area in contact with Adjusto-
Spacers with duct tape, felt liner, or plastic liner material.
7. Provide galvanized steel insulation protection saddles at all support points for insulated
domestic hot water pipes on trapeze hangers.
E. Pipe supports shall not result in point loadings but shall distribute pipeloads evenly along the
pipe circumference.
." .~
F. Support riser piping independently from horizontal piping.
G. Effects of thenna! expansion and contraction of the pipe shall be accounted for in pipe support
selection and installation.
::.._~
H. Inserts for pipe hangers and supports shall be installed on forms before concrete is poured.
Before setting these items, all drawings and figures shall be checked which have a direct bearing
on the pipe location. Responsibility for the proper location of pipe supports is included under
this section.
-"
I. Continuous metal inserts shall be embedded flush with the concrete surface.
3.02 PRIME COATING
A. Prior to prime coating, all pipe hangers and supports shall be thoroughly clean, dry and free from
all mill-scale, rust, grease, dirt, paint, and other foreign substances to the satisfaction of the
ENGINEER.
B. Prime coating shall be as specified in Section 09901.
C. Finish coating shall be compatible with the prime coating used and shall be applied as specified
in Section 09902.
END OF SECTION
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15094-6
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SECTION 15100
VAL YES AND APPURTENANCES
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. Furnish all labor, materials, equipment and incidentals required and install complete and ready for
operation all valves and appurtenances as shown on the Drawings and as specified herein. This
section includes some valve and fitting specifications that may not necessarily be included in the
project. The specification section is intended to provide a comprehensive list of valve and fittings
specifications for reference in the event of a change in contract scope during implementation of
the project.
B. All valves and appurtenances shall be of the size shown on the Drawings and as far as possible all
equipment of the same type shall be from one manufacturer.
C. All valves and appurtenances shall have the name of the maker, flow directional arrows, and the
working pressure for which they are designed cast in raised letters upon some appropriate part of
the body.
D. All exposed valves, where applicable, shall have "open-closed" position indicators. The position
indicators shall be conveniently located for easy visibility.
E. Except as otherwise shown on the Drawings or specified herein, all valves with operators located
7 feet or more above the operating floor shall be provided with chain wheel operators complete
with chain guides and galvanized steel chain.
F. All buried valves shall open left (counterclockwise). Insofar as possible, all valves shall open
counterclockwise.
G. The equipment shall include, but not be limited to, the following:
Item
No.
Description
Article
No.
1.
2.
3.
4
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
6295-41350/9/16/2004
""1
Gate valves and appurtenances for Yard Piping
Gate valves
Resilient seated gate valves
Ball valves for PVC pipe
Rubber seat ball valves
Val ve boxes
Expansion joints
Unions
Hose bibbs and vacuum breakers
Dielectric Connectors
Plugs and Caps
Miscellaneous Adaptors
Quick Connect Couplings
Flexible Couplings
Mechanical Sleeve Seals
15100-1
2.01
2.02
2.03
2.04
2.05
2.06
2.07
2.08
2.09
2.10
2.11
2.12
2.13
2.14
2.15
TPA S:\COLLlER\SCRWTP\15100.doc
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
1.02 RELATED WORK
~.!
lOF
.
Flexible connectors
Strainers
Pressure gauges
Valve Actuators
Butterfly Valves
Air Release Valves
Flanged adapter coupling
T -Handle operating wrenches
Solenoid valves
Slanting Disc Check Valves
Mud Valve
2.16
2.17
2.18
2.19
2.20
2.21
2.22
2.23
2.24
2.25
2.26
A. The following is a partial list of, but not necessarily limited to, other sections of the specifications
that are applicable to the specified equipment or structure described herein that are referred to for
reference and are not included in this Section. There are other sections of these specifications
that are also applicable and the CONTRACTOR is advised to review these sections and adhere to
the requirements specified therein.
1. Excavation, backfill, fill and grading is included in Division 2.
2. Piping is included in the respective Sections of Division 2 and 15.
3. Pipe hangers and supports are included in Section 15094.
1.03 REFERENCES
A. Codes, specifications, and standards referred to by number of title form a part of this Section to
the extent required by the references to codes, specifications, and standards. Latest revisions, as
of the date of bid opening, apply, unless otherwise noted on the Drawings or specified in this
Section.
B. Standards
Designation
ANSIIAWWA
CllllA21.11
ANSIIAWWA
C500
ANSII A WW A
C509
ANSIIAWWA
C512
ANSIIB 16.1
ANS1IB16.3
ANS1IB16.5
6295-41350/9/16/2004
Title
Rubber-Gasket Joints for Ductile Iron and
Gray-Iron Pressure Pipe and Fittings
Gate Valves
Resilient-Seated Gate Valves 3 through 12 NPS,
for Water and Sewage Systems
Air Release, AirNacuum, and Combination air Valves for
Waterworks Service
Cast Iron Pipe Flanges and Flanged Fittings, Class 125
Malleable Iron Threaded Fittings, Class 150 and 300
Pipe Flanges and Flanged Fittings, Steel Nickel Alloy and
Other Special Alloys
15100-2 TPA S:\COlllER\SCRWTP\15100.doc
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ASTM A276
Specification for Stainless and Heat-Resisting Steel Bars and Shapes
ASTM A231
Specification for Steel Casting, Austenitic, for High-Temperature
Service
ASTMA743
Specification for Castings, Iron-Chromium, Iron-Chromium-Nickel,
and Nickel-Base Corrosion-Resistant for General Application
MSS SP-60
Connecting Flange Joint Between Tapping Sleeves and Tapping Valves
1.04 DEFINITIONS
-'
A. References to valve sizes on the Drawings and in the Specifications are intended to be nominal
size, and shall be interpreted as nominal size.
1.05 QUALITY ASSURANCE
A. Testing: Test valves as specified in this Section.
1.06 GENERAL
A. All valves and appurtenances shall be of the size shown on the Drawings and as far as possible all
equipment of the same type shall be from one manufacturer.
B. All valves and appurtenances shall have the name of the maker and the working pressure of
which they are designed cast in raised letters upon some appropriate part of the body.
1.07 MANUFACTURERS
A. U.S. Pipe, McWane (Formerly Clow Corp.), American Darling, Kennedy, Mueller, Ashbrook
Corp., Apco, Golden Anderson, Rodney Hunt, Henry Pratt, DeZurik, Whipps, Fountains or equal
by U.S. manufacturer.
1.08 DESCRIPTION OF SYSTEMS
A. All of the equipment and materials specified herein are intended to be standard for use in
controlling the flow of reclaimed water, potable water, sewage, chemicals and already connected
water, etc., depending on the applications.
B. All gate valves for buried service for reclaimed water irrigation mains and potable water mains
2-inches through 12-inches shall be mechanical joint, resilient seated type conforming to A WW A
C-509. Gate valves smaller than 2 inches shall be bronze, solid wedge, flanged or screwed joints.
rising stem type conforming to A WW A C-500 for irrigation reuse mains and potable water
mains. Valves larger than 12-inches for reuse mains and potable water mains shall be mechanical
joint, butterfly valves conforming to A WW A C-504. All potable water mains that contain
chloramines shall be protected with EPDM elastomeric to protect valve seat and shall have a NSF
certification approval mark.
1. All above ground valves for reclaimed water irrigation mains and potable water mains shall
be flanged or screwed joints, gate valves or butterfly valves conforming to A WW A C500 or
C509 or C504 respectively. See plans for type and size of valve and purpose intended.
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15100-3
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10F ·
C. All buried service valves where specified for raw sewage (gravity lines and pressure mains) shall
be eccentric type, mechanical joint, plug valves conforming to the latest ASTM/A WW A
specifications and as specified herein.
1. All above ground valves where specified for raw sewage shall be eccentric type, flanged,
plug valves conforming to the latest ASTM/A WW A specifications and as specified herein.
1.09 QUALIFICATIONS
A. All of the types of valves and appurtenances shall be products of well-established reputable firms
who are fully experienced, reputable and qualified in the manufacture of the particular equipment
to be furnished. The equipment shall be designed, constructed and installed in accordance with
the best practices and methods and shall comply with these specifications as applicable.
--"3
1.10 SUBMITI ALS
A. Submit six (6) copies to the ENGINEER within 30 days after execution of the contract or ten (10)
days after receipt of the Notice to Proceed, a list of materials to be furnished, the names of the
suppliers and the date of delivery of materials to the site.
B. Complete shop drawings of all valves and appurtenances shall be submitted to the ENGINEER
for approval in accordance with the requirements of the article titled "Shop Drawings and
Submittals" of the General Conditions and Supplementary General Conditions.
1.11 OPERATING INSTRUCTIONS
A. Operating and maintenance instructions shall be furnished to the ENGINEER as provided in
Section 01730. The instructions shall be prepared specifically for this installation and shall
include all required cuts, drawings, equipment lists, descriptions, etc. that are required to instruct
operating and maintenance personnel unfamiliar with such equipment.
1.12 TOOLS
A. Special tools, if required for normal operation and maintenance shall be supplied with the
equipment.
B. Four (4) tee-handled gate wrenches of suitable length shall be furnished to operate all valves with
valve boxes.
1.13 WARRANTY
A. A warranty shall be provided on all equipment, as required in Section 01740, titled "Warranties
and Bonds" of these Specifications and COUNTY Exhibit "H" - General Terms and Conditions.
PART 2 - PRODUCTS
, .~
2.01 GATE VALVES AND APPURTENANCES FOR YARD PIPING
A. Gate valves for water shall meet the requirements of A WWA C500. Valves shall be rated for 150
psi working pressure and a minimum 300 psi factory test pressure. Valves shall be iron body,
bronze-mounted, double disc, parallel seat, non-rising stem type fitted with "O-Ring" seals. The
operating nuts shall be 2 inches square. All valves shall open left, or counterclockwise. Stuffing
boxes shall be the "O-Ring" type. Gate valves shall be mechanical joint, ANSI Standard 21.11
except where shown otherwise. Gate valves for hydrant branches shall be all bell or flange and
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bell. Flange joint shall be ANSI B 16.1 standard. Bell joint shall be A WW A Class 150.
B. Four tee-handled gate wrenches of suitable length shall be furnished to operate all valves with
valve boxes.
2.02 GATE VALVES
A. Gate valves for water shall be in conformance with A WW A C500. All gate valves, unless
otherwise specified or approved, shall be iron body, bronze mounted. Gate valves shall be solid
wedge except gate valves for below ground piping shall be double disc and parallel seat. All gate
valves shall be rated for 150 psi working pressure. Valves shall be as manufactured by American,
Mueller, McWane Incorporated (formerly Clow Corporation), Kennedy or U.S. Pipe.
B. Valve seating material shall be fabricated of a material to protect the seat against deterioration
from a chemical reaction of chloramines or a combination thereof. All seating material shall be a
minimum of EPDM and shall have a NSF Certification for potable water
C. Exposed valves shall be outside screw and yoke type and buried valve shall be nonrising stem
fitted with a-ring seals.
D. All buried valves shall have cast iron three (3) pieces valve boxes. Four (4) tee-handled gate
wrenches of suitable length shall be furnished to operate all valves with valve boxes.
E. Bronze gate rings shall be fitted into grooves of dovetail or similar shape in the gates. For
grooves or other shapes, the rings shall be firmly attached to the gates with bronze rivets.
F. Handwheels or chain wheels shall be turned left or counterclockwise to open the valves.
Handwheels shall be of ample size and shall have an arrow and the word OPEN cast thereon to
indicate the direction of opening.
G. Stuffmg box follower bolts shall be of steel and the nuts shall be of bronze.
H. The design of the valves shall be such as to permit packing the valves without undue leakage
while they are wide open and in service. Stuffing boxes shall be the a-ring type.
I. Valves 16 inches or larger shall be provided with bevel or spur gears depending on the position of
the main valve as indicated on the Drawings. The gear cases shall be of the extended type to
permit repacking the stuffing box of the valve without disassembly. Solid wedge valves 16
inches or larger designed to lie horizontally shall be equipped with rollers or shoes to carry the
weight of the wedge throughout its travel.
J. Extension Stems for Buried and Submerged Valve Actuators
1. Where the depth of the valve is such that its centerline is more than 4 feet below grade,
provide operating extension stems to bring the operating nut to a point 6 inches below the
surface of the ground and/or box cover. Where the valve is submerged or below
, ~ groundwater, provide operating extension stems to bring the operating nut to 6 inches above
the water surface. Extension stems shall be steel and be complete with 2-inch-square
operating nut.
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2. Extension stem diameters shall be as tabulated below:
Valve Size
(inches)
Minimum Extension Stem
Diameter
(inches)
3,4
6
8
10,12
14
1~,18
20,24,30,36
42,48,54
7/8
1
1-118
1-1/4
1-3/8
1-112
1-3/4
2
K. Bolts and Nuts: Bolts and nuts shall be as described in the piping specifications.
L. Gaskets for Flanges: Gaskets for flanged end valves shall be as described in the piping
specifications.
M. Where indicated on the Drawings or necessary due to location, size, or inaccessibility, chain
wheel operators shall be furnished with the valves. Such operators shall be designed with
adequate strength for the valves with which they are supplied and to provide for easy operation of
the valve. Chains for valve operators shall be galvanized.
N. Where required gate valves shall be provided with a box cast in the slab and a box cover. Length
of box shall include slab thickness. Box cover opening shall be for valve stem and nut. Valve
wrenches and extension stems shall be provided by the manufacturer to actuate the valves. The
floor box and cover shall be as manufactured by Rodney Hunt Machine Company, Orange,
Massachusetts, McWane Incorporated (formerly Clow Corporation), DeZurik or equal.
O. Valve Leakage Testing: Test valves for leakage at the same time that the connecting pipelines are
tested. See applicable sections for pressure testing requirements. Protect or isolate any parts of
valves, actuators, or control and instrumentation systems whose pressure rating is less than the
pressure test. Valves shall show zero leakage. Repair or replace any valves and retest.
P. Valve Field Testing: Operate rnanual valves through 2 full cycles of opening and closing.
Valves shall operate from full open to full close without sticking or binding. If valves stick or
bind, repair or replace the valve and repeat the tests.
Q. Gate valves 2-112-in. in diameter and smaller in size, shall have flanged or screwed ends as
required; and shall be bronze, solid wedge, rising-stern-type gate valves such as Fig. 47 and 48 as
manufactured by Jenkins Bros., Crane, Fairbanks, or Kennedy Valve Mfg. Co., or equal.
2.03 RESILIENT SEATED GATE VALVES
A. Gate valves with 2"-12" diameters shall be resilient seated, manufactured to meet or exceed the
requirements of A WW A C509 of latest revision and in accordance with the following
specifications. Valves shall have an unobstructed waterway equal to or greater than the full
nominal diameter of the valve and shall be in conformance with the OWNER's standards.
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B. The valves are to be non-rising stem with the stem made of cast, forged, or rolled bronze shown
in A WW A C509. Two stem seals shall be provided and shall be of the O-ring type, one above
and one below the thrust collar.
C. The sealing mechanism shall consist of a cast iron gate having a vulcanized synthetic rubber
coating, or natural rubber seat ring or EPDM coating to protect valve seating from chloramines
and shall have a NSF approved certification mark for potable water. The resilient sealing
mechanism shall provide zero leakage at the water working pressure when installed with the line
flow in either direction.
D. The valve body, bonnet, and bonnet cover shall be cast iron ASTM A126, Class B or ductile iron
body. All ferrous surface inside and outside shall have a fusion-bonded epoxy coating. A
handwheel or wrench nut shall be provided for operating the valve. All Valves are to be tested in
strict accordance with A WW A C509.
E. Extension Stems for Buried and Submerged Valve Actuators
1. Where the depth of the valve is such that its centerline is more than 4 feet below grade,
provide operating extens~on stems to bring the operating nut to a point 6 inches below the
surface of the ground and/or box cover. Where the valve is submerged or below
groundwater, provide operating extension stems to bring the operating nut to 6 inches above
the water surface. Extension stems shall be steel and shall be complete with 2-inch-square
operating nut.
2. Extension stem diameters shall be as tabulated below:
Valve Size
(inches)
Minimum Extension Stem
Diameter
(inches)
3,4
6
8
10,12
7/8
1
1-118
1-1/4
F. Bolts and Nuts: Bolts and nuts shall be as described in the piping specifications.
G. Gaskets for Flanges: Gaskets for flanged end valves shall be as described in the piping
specifications.
H. Valve Leakage Testing: Test valves for leakage at the same time that the connecting pipelines are
tested. See applicable sections for pressure testing requirements. Protect or isolate any parts of
valves, actuators, or control and instrumentation systems whose pressure rating is less than the
pressure test. Valves shall show zero leakage. Repair or replace any valves and retest.
I. Valve Field Testing: Operate manual valves through 2 full cycles of opening and closing.
Valves shall operate from full open to full close without sticking or binding. If valves stick or
bind, repair or replace the valve and repeat the tests.
J. Valves shall be equal to those as manufactured by American, Kennedy, Mueller, McWane
Incorporated (formerly Clow Corporation) or D.S Pipe. No other gate valve manufacturers will
be acceptable.
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.
2.04 BALL V ALVES FOR PVC PIPE
A. Ball valves for PVC pipe shall be of PVC Type 1 with union, socket, threaded or flanged ends as
required. Ball valves shall be full port. full flow, all plastic construction, 150 psi rated with
Teflon seat seals and T -handles. PVC ball valves shall be as manufactured by Celanese Piping
Systems, Inc., Wallace and Tiernan Inc., Plastiline, Inc., or equal.
B. All valves shall be mounted in such a position that valve position indicators are plainly visible
when standing on the floor.
C. Ball valves with diameters 114 - 4-inches for above ground installations, where specified, shall be
True Union type. All below ground valve installations for valves 3-inches and smaller in
diameter shall be solvent cement welded joint type and all valves 4-inches and larger in diameter
shall be of the push-on joint type.
2.05 RUBBER SEAT BALL VAL YES
A. All ball valves shall be of the tight closing, shaft-mounted type that fully comply with A WW A
Standard C507-73. Valve design shall be such as to eliminate metal to metal contact or wedging
in the sealing action. Design pressure ratings shall be (150 psi) and provide drop tight shutoff
against flow in (both directions). Design of valve shall be such that with the valve in the open
position, the full and unobstructed circular inlet and outlet port diameter shall be as specified in
Table 1 of A WW A Standard C507-73. With the valve in the closed position, valve shall be drop
tight at rated pressure. The MANUFACTURER shall have manufactured tight- closing, rubber
seat ball valves in the specified service for a period of at least five (5) years.
B. The valve body shall have integral support legs or pads and shall consist of two body end pieces
and a center body piece through- bolted and O-ring-sealed against leakage. All body pieces shall
be of cast iron ASTM A126 Class B. Minimum body thickness shall be as specified in Table 2 of
A WW A Standard C507 -73. Flanges shall be flat-faced and flange drilling shall be in accordance
with ANSI B16.1 (Class 125) (Class 250).
C. The valve plug shall be constructed of cast iron ASTM A48, Class 40, and shall be taper-pinned
to an upper and lower fitted shaft of 18-8 Type 304 stainless steel that it turned, ground and
polished to a 32 micro-inch or smoother finish per ANSI B46.1. Valves employing
chromium-plated iron or steel shafts or trunnions shall not be accepted.
D. The center section shall be fitted with sleeve-type bearings contained in the body hubs. Bearings
shall be corrosion resistant and self-lubricating with fiberglass backing. Bearing surfaces shall be
isolated from flow by O-ring type seals. The plug assembly shall be supported by a two-way
thrust bearing assembly consisting of a stainless steel stud and thrust collar in a grease-packed
cavity.
E. In single-seated valves, there shall be one set of plug and body seats. In double-seated valves,
there shall be two sets of plug and body seats. Single-seated valves shall provide drop-tight
closure in one direction. Double-seated valves shall provide drop-tight closure in two directions.
F. All seats shall be of a synthetic rubber compound or EPDM elastomer for chloramines and shall
have a NSF Certification approval mark for potable water. Seats shall be retained in the valve
body by mechanical means without retaining rings, segments, screws or hardware of any kind in
the flow stream. Seats shall seal a full 360 degrees without interruption and have a plurality of
grooves mating with a spherical stainless steel seating surface on the plug. Valve seats shall be
field adjustable around the full 360 degrees circumference and replaceable without dismantling
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the operator, plug or shaft. Where line size permits, seats shall also be capab Ie of being replaced
or adjusted without removing the valve from the line. MANUFACTURER shall certify that the
rubber seat is field adjustable and replaceable.
2.06 VALVE BOXES
A. All buried valves shall have cast-iron three piece traffic rated valve boxes. Valve boxes shall be
provided with suitable heavy bonnets and to extend to such elevation at or slightly above the
finished grade surface as directed by the ENGINEER. The barrel shall be two-piece, screw type
with a drop cover having 5-114-inch shaft. The upper section shall have a flange at the bottom
having sufficient bearing area to prevent settling and shall be complete with cast iron drop covers.
Covers shall have "WATER" cast into the top for all potable water mains and "SEWER" cast
into the top of all wastewater applications. All valves shall have actuating nuts extended to top of
valve boxes. Valve boxes shall be provided with concrete base and valve nameplate engraved
with lettering 1/8-inch deep as shown on the Drawings. The assembly shall be suitable for
highway traffic wheel loads of 16,000 pounds and shall withstand a proof load test of 25,000
pounds without failure or permanent deflection.
2.07 EXPANSION JOINTS
A. Expansion joints shall be manufactured of molded neoprene with filled single arches. Joints shall
be reinforced with galvanized 3/8-inch split steel retaining rings placed directly against the inside
of the flanged to prevent damage to the rubber surface when the bolts are tightened. Expansion
joints shall be suitable for buried service or above ground service. Flanges shall be drilled to
ANSI 125#. Working pressures as follows:
Size Pressure
1"-4" 165#
5"-12" 140#
14" 85#
16"-24" 65#
26"-66" 55#
B. Maximum temperature shall be 250 degrees F and shall be capable of a maximum l-1I2-inch
lateral movement. Expansion joints shall be Model J-1 as manufactured by the Red Valve
Company, or equal product by Metraflex, Holtz Rubber Company or equal.
2.08 UNIONS
A. Unions on ferrous pipe 2 inches in diameter and smaller shall be 150 pounds malleable iron, zinc-
coated. Unions on water piping 2-112 inches in diameter and larger shall be flange pattern, 125-
pound class, zinc-coated. Gaskets for flanged unions shall be of the best quality fiber, plastic, or
leather. Unions shall not be concealed in walls, ceilings, or partitions.
1-",
2.09 HOSE BmBS AND VACUUM BREAKERS
A. Hose bibbs shall be brass, polished chromium plated, as manufactured by Chicago Faucet
Company, or equal. Potable water bibbs for wall mounting shall be No. G52, 3/4-inch with
vacuum breaker, equal by NIBCO, Purtector Sill Cocks Model 763VB with built-in vacuum
breaker, or equal.
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B. Hose bibbs on potable water or reclaimed water irrigation lines shall be %-inch. equal to Jones
Manufacturing, Section lA, rough brass, Model HBl00 or equal. Vacuum breakers shall be
pressure type, equal to Watts, Model No. 800 M or equal.
2.10 DIELECTRIC CONNECfORS
A. Dielectric pipe fittings/insulators and unions shall be used to prevent galvanic action whenever
valves or piping of dissimilar methods connect. This shall be particularly the case for copper,
brass and bronze piping connecting to cast iron or steel piping systems.
B. Dielectric unions shall be used for 2-in and smaller connections. Steel union nuts shall meet
ASTM A575 require~ents. The steel or ductile iron connection end shall have a steel body and
shall have accurately machined taper tapped pipe threads in accordance with ASME B2.1. The
copper connection end shall be a copper solider joint that meets requirements of ASTM B88.
Dielectric unions shall be rated for at least 250 psi at 210 degrees F. .
C. Dielectric flange unions shall be used for connections 2-1/2-in and larger. Cast iron flanges shall
meet ASTM A126; the copper solder end shall meet ASTM B62 and the pipe thread shall meet
ASME B2.1. Dielectric flange unions shall be rated for at least 175 psi at 210 degrees F.
D. Dielectric unions and flange unions shall be as manufactured by Epco Inc., Cleveland, Ohio or
equal.
E. Flange insulating kits shall be as acceptable to the ENGINEER, as manufactured by PSI or equal.
F. Insulated sleeve couplings and flange adaptors shall be similar to those units as specified
elsewhere.
2.11 PLUGS AND CAPS
A. Provide standard plug or cap as required for testing; plugs, caps suitable for permanent service.
B. Plug or cap or otherwise cover all piping work in progress.
2.12 MISCELLANEOUS ADAPTORS
A. Between different types of pipe and/or fittings special adapters may be required to provide proper
connection. Some of these may be indicated on the Drawings or specified with individual types
of pipe or equipment. However, it is the CONTRACTOR's responsibility to ensure proper
connection between various types of pipe, to structures and between pipe and valves, gates,
fittings and other appurtenances. Provide all adapters as required, whether specifically noted or
not.
B. As required, these adapters shall be suitable for direct bury, with proper dielectric insulation and
as a minimum, if metallic (not stainless steel or galvanized), with two coats of Coal Tar Epoxy.
2.13 QUICK CONNECT COUPLINGS
A. Couplings shall be of the earn and groove type consisting of a male adapter conforming to MIL-
C-27487. Male adapters shall be designed to receive a female coupler without requiring
threading, bolting, or tools. Connections shall remain tight and leakproof under pressures up to
100 psig. Each adapter shall be furnished with a dust cap complete with a 18-in long security
chain of corrosion resistant material. Couplings shall be Civacon, a Division of Dover
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Corporation; Ever-tite or equal. Units shall be "drip proof', providing totally dry connections and
disconnections.
B. Adapters shall be furnished in accordance with the Drawings, or as required by the installation.
2.14 FLEXmLECOUPLINGS
A. Flexible couplings shall be either the split type or the sleeve type as shown on the Drawings.
1. Split type coupling shall be used with all interior piping and with exterior piping as noted on
the Drawings. The couplings shall be mechanical type for radius groove piping. The
couplings shall mechanically engage and lock grooved pipe ends in a positive couple and
allow for angular deflection and contraction and expansion.
2. Couplings shall consist of malleable iron, ASTM Specification A47, Grade 32510 housing
clamps in two or more parts, a single chlorinated butyl composition sealing gasket with a "c"
shaped cross section and internal sealing lips projecting diagonally inward, and two or more
oval track head type bolts with hexagonal heavy nuts conforming to ASTM Specification
A183 and A194 to assemble the housing clamps. Bolts and nuts shall be hot dipped
galvanized after fabrication.
3. Victaulic type couplings and fittings may be used in lieu of flanged joints. Pipes shall be
radius grooved as specified for use with the Victaulic couplings. Flanged adapter
connections at fittings, valves, and equipment shall be Victaulic Vic Flange Style 741, equal
by Gustin-Bacon Group, Division of Certain-Teed Products, Kansas City, Kansas, or equal.
4. Sleeve type couplings shall be used with buried piping. The couplings shall be of steel and
shall be Dresser Style 38 or 40, Smith Blair Style 413, Baker Allsteel, or equal. The coupling
shall be provided with hot dipped galvanized steel bolts and nuts unless indicated othelWise.
The interior of the coupling shall be coated suitably for the process flow intended.
5. All couplings shall be furnished with the pipe stop removed.
6. Couplings shall be provided with gaskets of a composition suitable for exposure to the liquid
within the pipe (i.e., chloramines, chlorine, etc.).
7. If the CONTRACfOR decides to use victaulic couplings in lieu of flanged joints, he shall be
responsible for supplying supports for the joints.
2.15 MECHANICAL SLEEVE SEALS
A. Mechanical sleeve seals shall be used to secure and seal the annular space around all new sleeved
and core-drilled wall penetrations.
B. A single seal shall be provided for all sleeve and cores in walls up to 14-in thick; dual sleeves
shall be provided in larger walls.
C. Galvanized steel wall sleeves and concrete core diameter shall be sized sufficiently larger to
accommodate the modular elements, per the manufacturers recommendations.
D. Bolts and hardware shall be carbon steel, zinc-plated. Pressure plates shall be corrosion-resistant
, ..~ acetal resin.
E. Mechanical sleeve seals shall consist of modular bolted, synthetic rubber sealing elernents. Link
Seal by Thunderline Corp., or equal.
2.16 FLEXIBLE CONNECTORS
A. Sleeve Couplings
1. Provide plain end type ends to be joined by sleeve couplings as stipulated in A WW A C219.
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a. Join welds on ends by couplings without pipe stops. Grind flush to permit slipping
coupling in at least one direction to clear pipe joint.
b. Outside diameter and out-of-round tolerances shall be within limits specified by coupling
manufacturer.
c. Provide lugs in accordance with ASTM A36.
d. Provide hardened steel washers in accordance with ASTM A325.
e. Plastic plugs shall be fitted in coupling to protect bolt holes.
f. Nuts and bolts.
(1) Provide bolts and bolt-studs in accordance with ASTM A307 and ANSI B1.1 with
hexagonal or square heads, coarse thread fit, threaded full length with ends
chamfered or rounded.
(2) Project ends 'A-in beyond surface of nuts.
(3) Hexagonal nuts with dimensions in accordance with ANSI B18.2 and coarse threads
in accordance with ANSI B 1.1.
2. Middle ring of each mechanical coupling shall have a thickness at least equal to that specified
for size of pipe on which coupling is to be used and shall not be less than 10-in long for pipe
30-in and larger and not less than 7-in long for pipe under 30-in in diameter.
a. Omit pipe stop from inner surface of middle rings of couplings whenever necessary to
permit removal of valves, flowmeters and other installed equipment.
b. Provide pipe stops in other couplings.
3. Clean and shop prime with manufacturer's standards rust inhibitive primer.
4. Furnish gaskets of a composition suitable for exposure to the fluid service.
5. Where shown on Drawings, anchor sleeve-coupled joints with harness bolts. Weld harness
lugs to steel pipe.
a. Joint harness bolts shall be of sufficient length, with harness lugs placed so that coupling
can be slipped at least in one direction to clear joint. Provide harness of sufficient
number and strength to withstand test pressure as recommended in A WW AM-II.
b. Each harness shall have a minimum of two 5/8-in diameter bolts.
6. Unless otherwise specified with the individual type of pipe, sleeve coupling (mechanical
couplings) shall be Victaulic Depend-O-Lok E x E (unrestrained) or F x F (self-restrained);
ITT (formerly Smith Blair) Style 411; Dress Style 38, similar models by Baker or equal, with
the pipe stop removed.
7. Similar insulation type couplings shall be provided at the face of buildings, between different
type metals or where otherwise noted.
B. Split or Grooved Couplings
1. Split couplings shall be cast in two or more parts. When secured together with ASTM A183
bolts and nuts, couplings shall engage grooved or shouldered pipe ends and encase an
elastomeric gasket to create a pipe seal. Gasket material shall be as recommended by the
manufacturer for the service required.
2. Split couplings shall be as manufactured by Victaulic Company of America or equal.
Numbers below refer to Victaulic Co. items, for reference only.
3. Unless otherwise specified with the individual type of pipe:
a. Flexible split ring couplings shall be:
(1) grooved ends - Style 77 (for steel/stainless steel) or Style 31 (for grooved ductile
iron)
(2) shouldered ends - Victaulic Style 44 or Fluid Master
(3) fixed ends - Victaulic Depend-O-Lok, F x F (fixed by fixed)
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b. Rigid split ring couplings shall be:
(1) grooved ends - rigid groove with Style 31 couplings on ductile iron 36-in and smaller
diameter with sufficient wall thickness per A WW A C606, or manufacturer's
recommendations, or standard groove with Style 07 Zero-Flex coupling on
manufactured steel or IPS pipe.
(2) shouldered ends - Style 44 coupling on ductile iron over 36-in diameter or without
. sufficient wall thickness per A WW A C606 or on manufactured steel pipe or thin wall
stainless steel pipe. Field welding of shoulders of ductile iron pipe is specifically
prohibited.
4. Ductile iron pipe for use with split-type coupling joints shall have radius grooved ends
conforming to A WW A C606. Pipe shall have grooved ends to provide either a rigid joint or
flexible joint as shown on the Drawings and as specified herein. Flexible joint grooving shall
permit expansion and contraction, and angular deflection. Rigid joint grooving shall allow no
angular or linear movement. Minimum pipe wall thickness for grooved pipe shall be the
following class:
Size Class
4 thru 16 53
18 54
20 55
24 56
5. Grooved couplings for steel and stainless steel piping shall have roll grooving, machine-
grooving, or ring collars fully welded to the pipe or fitting.
6. Rigid split couplings may be substituted for flanges as noted on the Drawings and in the
individual pipe requirements.
7. Certain minimum thickness of pipe walls are required by A WW A C606 and coupling
manufacturers for use of various type split couplings with certain pipes. Utilize at least those
minimum wall thicknesses required (unless a greater thickness is specified or required in the
individual pipe specifications) with split couplings.
8. If minimum thicknesses are not utilized with grooving, then a shouldered end treatment with
couplings as noted shall be utilized.
2.17 STRAINERS
A. Strainers shall be installed as shown on the Drawings and shall be of the "Y" type. Strainers shall
have bronze bodies with a removable bronze screen and shall be as manufactured by Mueller
Steam, Mineola, New York, Watts Regulator Company, Lawrence, Mass., or equal.
2.18 PRESSURE GAUGES
A. Each pressure gauge not specified in other sections of this specification shall be direct mounted,
cast aluminum case, with a 4-1/2-inch diameter dial and furnished with a clear glass crystal
. ..~ window, 1/2-inch shut-off (isolation) valve, and a bronze pressure snubber. Provide diaphragm
seals between shut-off (isolation) valve and pressure gauge on all sludge and lines with nonclear
matter in siispension of solution. All gauges shall be weatherproofed. The face dial shall be
white finished aluminum with jet black graduations and figures. The face dial shall indicate the
units of pressure being measured (e.g., feet, inches, etc.) and be dual scale. Each pump discharge
line shall be furnished with gauges sized 0-100 psi unless otherwise directed to suit application.
B. Pressure gauges shall be equal to Model 500 as manufactured by H.D. Trerice Co., Detroit,
Michigan; Marshalltown Instruments, Marshalltown, Iowa; or equal.
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.
2.19 VALVE ACTUATDRS
A. General
1. All valve actuators shall conform to Section 3.8 of the A WW A Standard Specification and
shall be either manual or motor operated.
2. Actuators shall be capable of seating and unseating the disc against the full design pressure
and velocity, as specified for each class, into a dry system downstream, and shall transmit a
minimum torque to the valve. Actuators shall be rigidly attached to the valve body.
3. Butterfly or plug valve actuators shall conform to the requirements of Section 3.8 of the
A WW A Standard Specifications for Rubber Seated Butterfly Valves, Designation C504,
insofar as applicable and as herein specified.
4. Reference Division 13 - Instrumentation and Division 16 - Electrical.
B. Manual Actuators
1. Manual actuators shall have permanently lubricated, totally enclosed gearing with hand wheel
and gear ratio sized on the basis of actual line pressure and velocities. Actuators shall be
equipped with hand wheel, position indicator, and mechanical stop-limiting locking devices to
prevent over travel of the disc in the open and closed positions. They shall turn
counterclockwise to open valves. Manual actuators shall be of the traveling nut, self-locking
type and shall be designed to hold the valve in any intermediate position between fully open
and fully closed without creeping or fluttering. Actuators shall be fully enclosed and
designed to produce the specified torque with a maximum pull of 80 pounds on the
handwheel or chainwheel. Actuator components shall withstand an input of 450 foot pounds
for 30" and smaller and 300 foot pounds for larger than 30": size valves at extreme actuator
positions without damage. Valves located above grade shall have handwheel and position
indicator, and valves located below grade shall be equipped with a two inch (2") square
A WW A operating nut located at ground level and cast iron extension type valve box. Valve
actuators shall conform to A WW A C504, latest revision.
C. Motor Actuators (Open-Close)
1. The electronic motor-driven valve actuator shall include the motor, actuator gearing, limit
switch gearing, limit switches, torque switches, fully machined drive sleeve, declutch lever,
and auxiliary hand wheel as a self-contained unit.
2. The motor shall be specifically designed for valve actuator service and shall be of high torque
totally enclosed, nonventilated construction, with motor leads brought into the limit switch
compartment without having external piping or conduit box.
(a) The motor shall be of sufficient size to open or close the valve against maximum
differential pressure when voltage to motor terminals is 10% above or below nominal
voltage.
(b) The motor shall be prelubricated and all bearings shall be of the antifriction type.
3. The power gearing shall consist of generated helical gears of heat treated steel and worm
gearing. The worm shall be carburized and hardened alloy steel with the threads ground after
heat treating. The worm gear shall be of alloy bronze accurately cut with a hobbing machine.
All power gearing shall be grease lubricated. Ball or roller bearings shall be used throughout.
4. Limit switches and gearing shall be an integral part of the valve actuator. The switches shall
be of the adjustable rotor type capable of being adjusted to trip at any point between fully
opened valve and fully closed valve. Each valve controller shall be provided with a
minimum of two rotor type gear limit switches, one for opening and one for closing (influent
valves required additional contacts to allow stopping at an intermediate position). The rotor
type gear limit switch shall have two normally open and two normally closed contacts per
rotor. Additional switches shall be provided if shown on the instrument loop diagrams.
Limit switches shall be geared to the driving mechanism and in step at all times whether in
motor or manual operating. Each valve actuator shall be equipped with a double torque
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switch. The torque switch shall be adjustable and will be responsive to load encountered in
either direction of travel. It shall operate during the complete cycle without auxiliary relays
or devices to protect the valve should excessive load be met by obstructions in either
direction of travel. Travel and thrusts shall be independent of wear in valve disc or seat rings.
5. A permanently mounted handwheel shall be provided for manual operation. The handwheel
shall not rotate during electric operation at all times except when being electrically operated.
The motor shall not rotate during hand operation, nor shall a fused motor prevent manual
operation. When in manual operating position. the unit will remain in this position until
motor is energized at which time the valve actuator will automatically return to electric
operation and shall remain in motor position until handwheel operation is desired. Movement
from motor operation to handwheel operation shall be accomplished by a position
declutching level that will disengage the motor and motor gearing mechanically, but not
electrically. Hand operation must be reasonably fast. It shall be impossible to place the unit
in manual operation when the motor is running.
6. Valve actuators shall be furnished with an integral reversing controller and three phase
overload relays. Open-Stop-Close pushbuttons, local-remote- manual selector switch, control
circuit transformer three-phase thermal overload relays and two pilot lights in a separate
locally mounted NEMA 4X enclosure. In addition to the above, a close coupled air circuit
breaker or disconnect switch shall be mounted and wired to the valve input power terminals
for the purpose of disconnecting all underground phase conductors.
7. The valve actuator shall be capable of being controlled locally or remotely via a selector
switch integral with the actuator. In addition, an auxiliary dry contact shall be provided for
remote position feedback.
8. Valve AC. motors shall be designed for operation on a 480 volt, 3-phase service. Valve
control circuit shall operate from a 120 volt power supply. Provide fuse protection on control
circuit.
9. Motor operators shall be as manufactured by Limitorque Corporation, Type 5MB/H-BC,
Rotork, EIM, AUMA or equal.
2.20 BUTTERFLY VALVES
A Butterfly valves shall conform to the requirements of Section 3.8 of the A WW A Standard
Specifications for Rubber Seated Butterfly Valves, Designation C504, except as hereinafter
specified. Valves, except as specified hereinafter, shall be Class 150A or B and equal to those
manufactured by Henry Pratt Company, Kennedy, Mueller, American, or equal. The valve discs
shall be constructed of cast iron conforming to ASTM A-48, Class 40 or ductile iron conforming
ASTM A536, Grade 65-45-12. All valves shall be American made. All valves 16 inches and
larger requires approval by OWNER Water Department.
B. The face-to-face dimensions of flanged end valves shall be in accordance with Table 2 of above
mentioned A WW A Specification for short-body valve. Adequate two-way thrust bearings shall
be provided. Flange drilling shall be in accordance with ASA B 16.1.
C. Valve seats shall be a natural rubber or synthetic rubber compound or EPDM elastomeric to
. protect valve seat from chloramines and shall have a NSF Certification approval mark for potable
water. Valve seats 24 inches and larger shall be field adjustable and replaceable without
dismounting operator disc or shaft and without removing the valve from the line. All retaining
segments and adjusting removing the valve from the line. All retaining segments and adjusting
devices shall be of corrosion resistant material with stainless Nylock screws and be capable of a
lI8-inch adjustment. Valves 20 inches and smaller shall have bonded or mechanically restrained
seats as outlined in A WW A C504. Where rubber or PEDM seat is mounted on the valve body,
the mating edge of the valve disc shall be 18-8 stainless steel or Nickel-Chrome, 80-20 percent.
Where rubber or EPDM seat is mounted on the valve disc, the valve body shall be fitted with an
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18-8 stainless steel seat offset from the shaft, mechanically restrained and covering 360 degrees
of the peripheral opening or seating surface. Manufacturer shall provide a written warranty that
seating material will provide a tight closing valve against chloramines or other corrosive chemical
for potable water.
D. The valve body shall be constructed of ductile iron or close grain cast iron per ASTM A126,
Class B with integrally cast hubs for shaft bearing housings of the through boss-type. Butterfly
valves of the "wafer" or "spool" type will not be accepted.
E. The valve shaft shall be turned, ground, and polished constructed of 18-8, ASTM A-276, Type
304 stainless steel and designed for both torsional and shearing stresses when the valve is
operated under its greatest dynamic or seating torque. Shaft shall be of either a one piece unit
extending full size t.hfough the valve disc and valve bearing or it may be of a stub shaft design.
Shaft bearings shall be Teflon or nylone, self-lubricated type.
F. Gearing for the operators where required shall be totally enclosed in a gear case in accordance
with paragraph 3.8.3. of the above mentioned A WW A Standard Specification. Valves shall be
Torque Tube/Extension Bonnet type for the various types of installation (i.e., above or below
ground installation; manual or motor valve operators).
G. The manual operators conform to Section 3.8 of the above mentioned A WW A Standard
Specifications, insofar as applicable and handwheels shall turn clockwise to close the valves.
Operators shall have indicators to show position of the valve disc. Operators shall be rigidly
attached to the valve body or to its floor stand. Where operators are to be more than 6 ft. Above
the operating floor chain wheels and operating chains shall be furnished.
H. Where indicated on the Drawings extension stems, floor stands, couplings, stem guides, and floor
boxes as required shall be furnished and installed.
2.21 AIR RELEASE VALVES
A. Air release valves shall be installed to release any small accumulations of air that may collect
while pipe is in operation and under pressure.
B. The small orifice assembly air release valve shall automatically release air accumulations from
the pipe while under positive pressure. When the valve body fills with air, the float ball shall fall
to open the small orifice and exhaust the air to atmosphere. When the air has been exhausted, the
float ball shall be buoyed up and tightly close the small orifice.
C. The small orifice assembly shall be furnished with cast iron body and cover (ASTM AI26-B).
The float ball shall be constructed of stainless steel and attached to a stainless steel lever
mechanism. A resilient, Buna-N seat shall be attached to the lever mechanism for drop-tight
closure.
l:i.
D. Valves shall be provided with a vacuum check to prevent air from re-entering the line. Fittings
shall be threaded unless otherwise shown on the Drawings.
E. Separate air release valves shall be manufactured by GA Industries Figure 945-H to 4-inch and
960-UH in 6-inch and larger sizes or APCO Model 200A, or equal.
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2.22 FLANGED ADAPTER COUPLING
A. Flanged adaptor connections or grooved or shouldered end pipe compatible with split couplings
at fittings, valves and equipment shall be VIC-Flange Style 341 as manufactured by the Victaulic
Company of America, or equal product as manufactured by Gustin-Bacon, or equal.
B. Flanged adaptor connections for plain end pipe at fittings, valves and equipment shall be Dresser
Style 127 or 128, similar models by lIT (formerly Smith-Blair); Baker or equal.
2.23 T-HANDLE OPERATING WRENCHES
A. T -handle valves operating wrenches of standard waterworks type, with socket base or square
operating nuts and with shafts of proper length and size to permit easy operation of all nut
operated valves shall be furnished. Furnish two (2) wrenches of each size and type required for
valve operation.
2.24 SOLENOID VALVES
A. Solenoid valves on the plant water lines shall be normally closed. All solenoid valves shall
include a manual override operator (MO). Valves shall be of brass body construction, resilient
seating, general purpose service RED-HAT type as manufactured by Automatic Switch
Co.(ASCO), Florham Park, N.J., or equal.
B. Solenoid valves specified in subparagraph A above shall be suitable for operation on a 120 volt,
60 Hertz power supply unless otherwise shown on the Drawings and be provided in a NEMA 4X,
watertight (WP) enclosure.
2.25 SLANTING DISC CHECK VALVES
A. The slanting disc check valves shall be fitted with stainless steel trim, top mounted buffer on the
discharge lines. The body shall be heavy two (2)-piece cast iron construction and not fabricated
steel. The two (2) body halves shall be O-ring sealed and bolted together, in a manner to capture
the seat on a 550 angle. Each body half must have an access covered hole for internal inspection.
The seat ring and disc ring must be of the design that permits easy replacement in the field
without need for special tools or machining. The pivot pins in the body and bushings in the disc
lugs must be stainless steel of different hardnesses to prevent galling. The area throughout the
valve body must be equal to full pipe area. The area through the seat section shall be 40 percent
larger than the inlet and outlet of the valve to achieve lowest headloss.
B. The valve must have a top mounted oil dashpot for control open and non-slam control closing to
minimize surge and water hammer. The dashpot must have two (2) control flow rates~ (1) 90%
rapid rate and (1) 10% slow rate during shutdown, and a single rate during startup. Each rate
shall be independently adjustable. The dashpot must be self-contained oil system, separate and
independent from the media in the pipeline. The oil reservoir for closing cycle shall be open to
atmosphere and provided with an air breather cap to prevent dust and other media from
contaminating the oil. The oil reservoir for opening cycle must be hermetically sealed to hold
pressure if necessary (air over oil) and be equipped with a pressure gauge and pneumatic air
valve.
C. The manufacturer shall have been regularly engaged in the design and manufacture of Slanting
Disc Check Valves for at least five (5) years and submit at least five (5) similar installations inlservice for a minimum of five (5) years, for ENGINEER approval prior to release to
manufacturer.
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D. Operating and maintenance instruction manual shall be furnished with submittal drawings.
E. All materials of construction to be certified in writing to conform to ASTM specifications as
follows:
Body & Cover
Disc (6-8-10")
Disc (12" & larger)
Seat ring & disc ring
Pivot Pins (6-8-10")
Pivot Pins (12" & larger)
Pivot Pin Busings
Buffer Rod
Buffer Cylinder
Oil Reservoir
Buffer Pneumatic Tank
Exterior Paint
Cast Iron
Bronze
Ductile Iron
Bronze
Aluminum Bronze
Stainless Steel
Stainless Steel
Stainless Steel
Steel
Stainless Steel
Stainless Steel
Alkyd Universal
Metal Primer
ASTM A126, GradeB
ASTM B584 C83600
ASTM A536
ASTM B271 C92200
ASTM B1560 Alloy 2
ASTM A581 T303
ASTM A269 T304
ASTM A582 T303.
Commercial
ASTM A285 Gr. A
ASTM A285 Gr. A
Approved for USDA
Inspected Facilities
F. Valves shall be provided with a valve disc position indicator and a SPDT limit switch to interface
with the existing instrumentation system.
G. Valve interior shall be coated with Tnemec Potapox 140 and shall have an NSF 61 Certification
approval for potable water. All materials and coatings shall be capable of operating in and/or
protection from chloramines. All gaskets, O-rings and appurtenances shall be protected with an
EPDM elastomeric compound for chloramines potable water..
H. Valves shall be Apco Series 800T, as manufactured by Valve & Primer Corporation,
Schaumburg, Illinois; or equal.
2.26 MUD VALVE
A. The new 6" mud valve shall be of the non-rising stem type, with cast iron body and flanged ends.
The stem, stem nut, stop collar, disc ring and seat ring shall be bronze. Bolts and nuts shall be
stainless steel Type 316. Unless otherwise shown on the Drawings, valve shall be equipped with
Type 316 stainless steel extension stem and shall replace the existing 6" mud valve located in the
chemical piping trench of the odor control and chemical storage area.
B. The mud valve shall be furnished with operating nut as shown on the drawings and shall be as
manufactured by Rodney Hunt Company, Orange, Massachusetts, McWane Inc. (Clow
Corporation), Birmingham, AL., M&H Valve Co., Anniston, AL.
PART 3 - EXECUTION
3.01 INSTALLATION
A. All valves and appurtenances shall be installed in the locations shown, true to alignment and
rigidly supported. Any damage to the above items shall be repaired to the satisfaction of the
ENGINEER before they are installed.
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B. After installation, all valves and appurtenances shall be tested at least 2 hours at the working
pressure corresponding to the class of pipe, unless a different test pressure is specified. If any
joint proves to be defective, it shall be repaired to the satisfaction of the ENGINEER.
C. Install all floor boxes, brackets, extension rods, guides, the various types of operators and
appurtenances as shown on the Drawings that are in masonry floors or walls, and install concrete
inserts for hangers and supports as soon as forms are erected and before concrete is poured.
Before setting these items, the CONTRACTOR shall check all plans and figures which have a
direct bearing on their location and he shall be responsible for the proper location of these valves
and appurtenances during the construction of the structures.
D. Flanged joints shall be made with high strength, low alloy Corten bolts, nuts and washers.
Mechanical joints shaU be made with mild corrosion resistant alloy steel bolts and nuts. All
exposed bolts shall be painted the same color as the pipe. All buried bolts and nuts shall be
heavily coated with two (2) coats of bituminous paint comparable to Kop-Coat No. .66 Special
Heavy.
E. Prior to assembly of split couplings, the grooves as well as other parts shall be thoroughly
cleaned. The ends of the pipes and outside of the gaskets shall be moderately coated with
petroleum jelly, cup grease, soft soap or graphite paste, and the gasket shall be slipped over one
pipe end. After the other pipe has been brought to the correct position, the gasket shall be
centered properly over the pipe ends with the lips against the pipes. The housing sections then
shall be placed. After the bolts have been inserted, the nuts shall be tightened until the housing
sections are firmly in contact, metal-to-metal, without excessive bolt tension.
F. Prior to the installation of sleeve-type couplings, the pipe ends shall be cleaned thoroughly for a
distance of 8 inches. Soapy water may be used as a gasket lubricant. A follower and gasket, in
that order, shall be slipped over each pipe to a distance of about 6 inches from the end, and the
middle ring shall be placed on the already laid pipe end until it is properly centered over the joint.
The other pipe end shall be inserted into the middle ring and brought to proper position in relation
to the pipe already laid. The gaskets and followers shall then be pressed evenly and firmly into
the middle ring flares. After the bolts have been inserted and all nuts have been made up
fingertight, diametrically opposite nuts shall be progressively and uniformly tightened all around
the joint, preferably by use of a torque wrench of the appropriate size and torque for the bolts.
G. Valve boxes with concrete bases shall be installed as shown on the Drawings. Mechanicaljoints
shall be made in the standard manner. Valve stems shall be vertical in all cases. Place cast iron
box over each stem with base bearing on compacted fill and top flush with final grade. Boxes
shall have sufficient bracing to maintain alignment during backfilling. Knobs on cover shall be
parallel to pipe. Remove any sand or undesirable fill from valve box.
H. Pressure gauges shall not be installed until after the substantial completion date unless otherwise
requested by the OWNER.
, 1 I. Air Valve Locations:
1. After the mains have been installed, the CONTRACTOR shall install the air release valves.
The connection to the main shall be by a stainless steel tapping saddle, as shown on the
Drawings. These connections to the main shall be at high points and other locations as
determined by the ENGINEER. In order for the ENGINEER to determine these locations,
the CONTRACTOR shall submit the as-built elevations of the top of the pipe to the
ENGINEER as soon as possible after the pipe has been installed.
2. Elevations shall be determined at intervals not to exceed 100 feet and at defined breaks in the
pipe profile grade. Should re-excavation of the main be necessary to install the air release
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valve connection, cost for this work and subsequent backfill/restoration work cost shall be
included in the appropriate lump sum price bid for air release valves.
J. Install flow switch for emergency shower and eyewash units in the horizontal pipeline; it shall be
on top of the pipe with the vane vertical. It shall be located at a specified distance from any
fitting that changes the direction of flow, as recommended by the manufacturer.
3.02 SHOP PAINTING
A. Ferrous surfaces of valves and appurtenances shall receive a coating of rust-inhibitive primer as
specified in Section 09901. All pipe connection openings shall be capped to prevent the entry of
foreign matter prior t~ installation.
3.03 FffiLD PAINTING
A. All metal valves and appurtenances specified herein and exposed to view will be painted as part
of the work in Section 09902. The paint for the prime and fmish coat shall be compatible.
3.04 INSPECTION AND TESTING
A. Completed pipe shall be subjected to hydrostatic pressure test for 2 hours at full working
pressure. All leaks shall be repaired and lines retested as approved by the ENGINEER. Prior to
testing, the gravity pipelines shall be supported in an approved manner to prevent movement
during tests.
END OF SECTION
'l
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SECTION 15500
HVAC
PART I GENERAL
1.01 SCOPE OF WORK
A. These Sections and Drawings cover(s) the requirements of the HV AC Work to be performed
and shall not void any of the requirements specified under the General Conditions or General
Requirements.
B. The areas where work is to be accomplished are specified and shown in the following:
I. Drawing Number
H-I Existing Chemical Building HV AC Plans
H-2 HV AC Schedules and Details
C. The requirements specified herein shall be modified only if specified otherwise for particular
application in other Divisions.
D. This HV AC specification is incomplete without the information contained on the Drawings
and in the Schedules on the Drawings.
E. Work included under the "Scope of Work" of this HV AC Section includes all labor, material,
equipment, tools and services necessary to furnish, deliver, unload, install, test and place in
satisfactory operation, the equipment, services and systems as called for under the HV AC
Section(s) including any incidental work not shown, or not specified but which can reasonably
be inferred as belonging to the various systems and necessary in good practice to provide
complete and fully operational systems.
F. The following work descriptions are not intended to in any way limit the above broad
statement, but are intended as a more specific mention of the most important items included
therein.
I. Chemical Building - Remove existing chemical room exhaust systems and electrical
room supply air systems, including all associated equipment, controls, ductwork, and air
distribution devices. Coordinate salvage/disposal with the requirements of Section 02050
and the Owner. Provide new exhaust systems including all associated fans, controls,
ductwork, and air distribution devices. Provide new split system electrical room air
conditioning systems, including all associated equipment, ductwork, controls, and air
distribution devices.
G. Design Conditions
11.
Outdoor Design Conditions
Summer: 940F Dry-bulb
Winter 420F Diy-bulb
Site Elevation
770F Wet-bulb
14 ft. Above Sea Level
Indoor Design Conditions
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A.
B.
e.
D.
E.
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.
Electrical Room
Chemical Room
Summer
Space
Temp. OF
850F
50F above
Ambient
Outdoor
Air Vent.
N/A
9 ACH min
Winter
Space
Temp. OF
Ambient
Ambient
Outdoor
Air Vent.
N/A
9 ACH min
H. This Section is incomplete without the information contained in the HV AC equipment
schedules on the Drawings. Provide equipment of the type, size, capacity and arrangement as
shown on the Drawings and as scheduled. Equipment shall consist of the particular
components listed in the schedules in addition to those components normally required for the
type of unit. The order of component assembly will be as stated in the schedule. Particular
attention must be paid to the remarks and notes in the schedules and on the Drawings.
1. All ductwork, piping, and equipment shown on the Drawings is intended to be approximately
correct to scale, but figured dimensions and detailed drawings of the actual equipment
furnished shall be followed in every case. The Drawings shall be taken in a sense as
diagrammatic. Size of ductwork and piping are shown, but it is not the intent to show every
offset or fitting, nor every hanger or support, or structural difficulty that may be encountered.
To carry out the intent and purpose of the drawings all necessary parts to make a complete
working system ready for use shall be furnished without extra charge. The Contractor shall be
responsible to coordinate the system installation and routing with the work of all trades.
J. Furnish and install all HV AC Systems in accordance with all requirements of the 200 I Florida
Mechanical Code with approved local Amendments, the 2001 Florida Building Code with
approved local amendments, all other applicable codes and standards and the requirement of
this Specification.
RELATED WORK
Cutting and patching is included in Division 1, except for items specified herein.
Temporary heating, electric power and lighting is included in Division 1.
Trenching, excavation and backfill is included in Division 2, except for items specified herein.
Concrete work is included in Division 3, except for required HV AC anchor bolts, sleeves and
templates which shall be furnished under this Section.
Structural steel and miscellaneous metal is included in Division 5, except for supplementary
steel required for HV AC hangers, equipment supports, anchors and guides, which shall be
furnished under this Section.
F. Flashing and counterflashing is included in Division 7, except for items specified herein.
. ~ G. Painting is included in Division 9, except for factory finished HV AC equipment, HV AC shop
painting and HV AC identification labeling.
6295-41350
H. Exterior louvers are included in Division 10.
1. Plumbing work is included under the Plumbing Section (Division) of this Division
(Specification) except for water and drain closing in connections to HV AC equipment.
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J. Electrical field wiring is included in Division 16, except for field wiring for automatic
temperature controls as specified herein or as shown on the HV AC Drawings.
1.03 SUBMITTALS
A. Submit, in accordance with Section 01300, shop drawings and product data for the following:
1. Catalog cuts and data sheets for all equipment.
2. Automatic control drawings with composite wiring diagrams, including bills of material
and descriptions of operation for all systems. Panel layouts and name plate lists for all
local and central panels. Data sheets for all control system components.
3. Software licensing and user agreements will be submitted for approval with the shop
drawings for the equipment using the software. The submittal shall be a copy of the final
agreement document that is to be signed.
4. Complete damper schedules for damper submittals including the following for each type
or model of damper to be furnished for the project: materials of construction for blades,
frames, bearings, linkages and seals; flow and leakage characteristics; typical operating
torque requirements or characteristics; options to be furnished; general installation and
maintenance instructions. Damper schedules shall include damper type; unit served;
damper service; damper size; duct size; drive linkage location; installation arrangement
(flanged or in duct) and damper operator type.
5. Air handling unit and fan data sheets; to include fan size, type, arrangement, materials of
construction, dimensional data, motor horsepower, motor type, power supply and motor
frame size. For belt drive equipment, provide drive data indicating sheave sizes, belt size,
number and length.
6. In accordance with sections 01300 and 15500, submit all data and the fan schedules. The
submittal shall include fan data sheets with a description of the proposed fan, fan size,
type, arrangement, materials of construction, weight, motor horsepower, motor type,
power supply, and frame size. Provide catalog data and selections for vibration isolators,
include materials of construction. For belt drive equipment; provide drive data indicating
the sheave sizes, belts size, number and length. Each submittal shall include pertinent
equipment dimensional data, fan performance (operating data 0 information, and a
performance curve showing the fan operating point and range. Minimum curve size shall
be 8 inches by 6 inches. Faxed copies of curves are not acceptable. A list of accessories
to be furnished shall be included on each submittal. Copies of operating and maintenance
manuals shall be submitted. Significant dimensional differences between the specified
equipment and the proposed equipment shall be noted on the equipment submittal. The
contractor shall provide data to show the dimensionally different equipment will fit
within the space and still provide suitable clearance. Where corrosion resistance is
required, provide conformation of material suitability for the specified service.
'-:$,
7. Detailed equipment, ductwork and piping layout drawings; minimum scale 1/4-in =
'l-ft-O-in for interior systems and equipment, dimension clear service spaces for motors
and drives, filter, coils and spacer section access doors, and ductwork access panels and
doors. (Site layout drawings and roof plans showing HV AC equipment and systems may
be prepared and submitted at scales smaller than 1/4-in = l-ft-O-in, subject to Engineer's
prior approval.)
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8. Standard shop and field installation details for transitions, elbows, takeoffs, discharge
nozzles, turning vanes, access panels and doors, volume control and splitter dampers and
extractors.
9. Piping and appurtenances, materials and joining methods. Pipe hanger materials and
methods.
10. Ductwork materials, joining methods, reinforcing and material gauges. Where options are
allowed by SMACNA, the proposed option shall be clearly defined. Indicate proposed
materials and methods for ductwork and equipment hangers.
11. Prepare dimensional comparisons between proposed equipment and scheduled equipment
when the proposed equipment is dimensionally larger than that scheduled. Do not
propose dimensionally larger equipment from an alternate manufacturer for installation in
confmed areas, or when the installation of alternate equipment will result in reduction of
service access below that recommended by the manufacturer.
12. Prepare layouts showing size, arrangement, and routing of field fabricated refrigerant
piping for split-systems and air handling units with remote condensers. Include a letter
from the AC system manufacturer indicating their approval of the proposed sizing and
routing.
13. For units that will be shipped exposed, provide a description of the protective packaging
that will be used during transit.
14. All submittals shall contain a statement that Section 15500 and all other referenced
Sections have been read and complied with. The certification statement shall be made by
all of the following that are applicable; the Contractor, sub-contractor and the vendor.
The statement shall be an individual statement for each party involved, and shall be
included with every submittal and resubmittal.
15. Submit air system testing, adjusting and balancing reports for review and approval.
16. Operation and Maintenance Data
a. Submit to the Engineer as provided in Section 01730 and Paragraph l.l 0, Operating
and Maintenance Manuals. The following information shall be considered a
minimum. Where applicable, provide information required for specific pieces of
equipment.
1) Personnel familiar with the operation and maintenance of the specific
information shall prepare manuals.
2) Equipment shall be identified with the Engineers Equipment Numbers and
Identification as shown in the Schedules and on the Drawings.
3) Provide information in three ring binders. All sheets shall have reinforced
punches. Tabbed dividers shall separate all sections. Drawings will be bound in
the manual, or contained in envelopes bound into the manual.
b. Contents - Each volume shall contain the following minimum contents:
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10F ·
1) Installation including instructions for unpacking, installing, aligning, checking
and testing. Foundation data, allowable piping loads, and electrical design shall
be included.
2) Operating Instructions to provide pre-operational checks, start up and shut
down, and description of all control modes. Include emergency procedures for
all fault conditions and actions to be taken for all alarms. Procedures for long
term storage shall be included.
3) Maintenance shall include preventive, and corrective. Schedules for test of
other functions are to be included. Provide a list of tools required to service the
equipment. Trouble shooting instructions to include a trouble-shooting guide
shall be included.
c. Spare Parts List
1) Shop Drawing Data to include performance curves, data sheets, flow diagrams,
wiring diagrams, and descriptive drawings.
17. Submit the following for each insulation by System: manufacturer's product data showing
conformance with this Section for all required insulation, jackets, covers, coatings,
adhesives, fasteners, supports and appurtenances; oomplete manufacturer's instructions
for installation of all required items.
18. All materials deliveries must have accompanying manufacturer's certifications attesting to
satisfactory results of product testing showing conformance with this Section.
19. Provide a recommended list of spare parts to be provided
20. In general, corrections or comments or lack there of, made relative to submittals during
review shall not relieve the Contractor from compliance with the requirements of the
drawings and specifications. Submittals are for review of general conformance with the
design concepts of the project and general compliance with the contract documents. The
Contractor is responsible for the fmal design conforming and correlating all quantities
and dimensions, selecting fabrication processes and techniques of construction,
coordinating the work of all trades, and performing the work in a safe and satisfactory
manner.
1.04 REFERENCE STANDARDS
A. These standards shall be considered as minimum requirements. This is a general list and not
all standards listed are necessarily referenced elsewhere in this Section. Specific requirements
of this Section and/or Drawings shall have precedence. In case of conflict between published
requirements, the Engineer shall determine which is to be followed.
, ..~ B. Abbreviation and the title of Federal, State and industry standards, technical societies,
associations and institutes and other organizations which may be used are as follows:
1. Associated Air Balance Council (AABC)
2. American Conference of Governmental Industrial Hygienists (ACGlli)
3. Air Diffusion Council (ADC)
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4. American Bearing Manufacturers Association (ABMA)
5. Air Movement and Control Association (AMCA)
6. American National Standards Institute (ANSI)
7. Air Conditioning and Refrigeration Institute (ARl)
8. American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE)
9. American Society of Mechanical Engineers (ASME)
10. American Society for Testing and Materials (ASTM)
11. Factory Mutual (FM)
12. Institute of Electrical and Electronic Engineers (IEEE)
13. National Institute of Standards and Technology (NIST)
14. National Environmental Balancing Bureau (NEBB)
15. National Electrical Code (NEC)
16. National Electrical Manufacturers Association (NEMA)
17. National Fire Protection Association (NFPA)
18. Occupational Safety and Health Administration (OSHA)
19. Sheet Metal and Air Conditioning Contractors National Association (SMACNA)
20. Underwriters Laboratories (UL)
C. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.05 QUALITY ASSURANCE
A. Provide single source supplier/installer responsibility for the following systems or services:
1. A TC Equipment
2. Thermal Insulation
.~
3. Testing and Balancing
B. Provide single source supplier/installer responsibility for systems where specified in other
related Sections.
C. Services of Manufacturer's Representative
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1. Provide services of a manufacturer's service engineer or test engineer, as required in
Section 01170, specifically trained on type of equipment supplied or service provided.
Submit qualifications of service engineer for approval. Man-day requirements listed
below are exclusive of travel time and do not relieve Contractor of obligation to provide
sufficient service to place equipment in satisfactory operation.
a. Automatic Temperature Controls - Operation and maintenance instructions. One (l)
Man-day.
b. Testing and Balancing - Spot check HV AC system flows and system inspection
during the first year of operation at Owner's request exclusive of repair, malfunction,
or other trouble-shooting service calls. Two (2) Man-days.
D. The insulation materials to be furnished under this section shall be essentially the standard
products of manufactures regularly engaged in the manufacture of insulation systems.
E. Several manufacturers are indicated as acceptable for each type of insulation in these
specifications. The insulation sub-contractor shall be responsible for determining that all
insulation supplied for the project is suitable for installation in the spaces indicated. The
insulation sub-contractor shall also insure that all materials used are compatible and in
compliance with applicable codes and standards.
F. All equipment of a given type included in this section shall be furnished by or through a single
manufacturer or as specified on the schedules
G. Inspection by the Engineer's representative or failure to inspect shall not relieve the
Contractor of responsibility to provide materials and perform the work in accordance with the
documents.
H. The Owner and Engineer reserve the right to sample and test any materials after delivery and
to reject all components represented by a sample that fails to comply with the specified
requirements.
I. An authorized representative of the manufacturer shall perform the initial startup of the
equipment. The Owner and Engineer shall witness startup. The use of local sales
representatives to perform this work is not acceptable, unless the manufacturer provides
documented evidence that the sales representative has been specifically trained for this work.
J. All rotating parts of equipment shall be statically and dynamically balanced at the factory.
1.06 STORAGE AND DELIVERY
A. The equipment manufacturer shall hold and store the equipment until the installation
contractor is prepared to install the equipment. The manufacturer shall be responsible for the
delivery of the equipment to the Collier County South County Regional Water Treatment
. .~ Plant site. The installation contractor shall be responsible for the inspection and oIDoading of
the Equipment upon arrival at the Collier County site. Equipment warranties shall not began
until the equipment is installed and fully operational
B. All parts shall be properly protected so that no damage or deterioration will occur during a
prolonged delay from the time of manufacture and shipment until installation is completed and
the unit and equipment are ready for operation.
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D.
E.
F.
1.07
A.
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All equipment and parts must be properly protected against any damage during shipment.
.
Factory assembled parts and components shall not be dismantled for shipment unless
permission is received in writing from the Engineer.
Finished iron or steel surfaces not painted shall be properly protected to prevent rust and
corrosion.
No shipment shall be made until approved by the Engineer in writing.
COORDINATION
The Drawings indicate the extent and general arrangement of the systems. If any departures
from the drawings or specifications are deemed necessary, details of such departures and the
reasons therefore shall be submitted as soon as practical for review. No such departures shall
be made without the prior written concurrence of the Engineer. .
B. The Contractor shall coordinate the location and placement of all concrete inserts and welding
attachments with the structural engineer.
C. The Contractor shall assume full responsibility for coordination of the HV AC systems,
including; scheduling, and verification that all structures, ducts, piping and the mounting of
equipment are compatible.
1.08 ENGINEERING SERVICES
A. When engineering services are specified to be provided by the Contractor, the Contractor shall
retain a licensed professional engineer to perform the services. The engineer shall be licensed
at the time the work is done and in the State in which the project is located. If the State issues
discipline specific licenses, the engineer shall be licensed in the applicable discipline. In
addition, the engineer shall be experienced in the type of work being provided.
B. All work is to be done according to the applicable regulations for professional engineers, to
include signing, sealing and dating documents. When submittals are required by a professional
engineer, in addition to state required signing and sealing, a copy of the current wallet card or
wall certificate indicating the date of expiration shall be included with the submittal.
1.09 MAINTENANCE
'""\
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A. Maintain and service all equipment and systems until the particular equipment or the system
has been accepted by the Owner.
B. Maintenance shall include compliance with the manufacturers operating and maintenance
instructions as well as periodic [checking and cleaning of piping system strainers and]
cleaning or replacement of air handling system filters.
C. Compile records of all maintenance and lubrication work performed on Owner or Contractor
furnished equipment. Maintain records at the construction or installation site and make
available at all times for review by the Owner or Engineer. At the request of the Owner or
Engineer submit copies of these records to the Owner for information and/or review.
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D. Provide all special tools required for normal maintenance. Tools shall be packaged in a steel
case, clearly and indelibly marked on the exterior to indicate equipment for which tools are
intended.
E. Provide to the Owner a list of all spare and replacement parts with individual prices and
location where they are available. Prices shall remain in effect for a period of not less than I
year after start-up and final acceptance.
1.10 COMPUTERIZED VENDOR/MANUFACTURING O&M DATA
The preparation ofO&M manuals is a requirement ofFDEP. A computerized O&M manual
will promote the efficient operation of the facility. The O&M manual will describe the system
design approach.. theory of operation and specific equipment and processes employed at the
facility, and will be the tool that will assist the managers, operators, environmental compliance
staff and maintenance personnel in their decision making under normal and emergency
operating conditions. .
The computerized O&M manual operates in the Windows@ environment, giving the user
online access to text and graphics. Full text search, glossary terms, and online help are
standard features on the O&M manual. All standard features of Windows@ environment are
also available the user. Since Vendor O&Ms are an important part of the computerized O&M
following minimum specifications for electronic document delivery of provided equipment,
sub-system, or system manuals apply:
A. File Format
All documents will be delivered in Adobe Acrobat Portable Document format (.pdt). The
manual shall be Searchable Image (formerly Image+Text). The Optical Character Recognition
of the image shall be at a 95% confidence level, using Adobe Acrobat@ Capture<ID 3.x or an
equivalent product. The manuals shall be linked and book marked as follows.
B. Page Format
Two page sizes will be accepted; 8 !IS inches x II inches in either landscape or portrait layout
and 11 inches x 17 inches in landscape layout only. The content of the pages will be either
scanned image or text and graphics converted to Adobe Acrobat pdf. Where page content is
from a scanned image, the following minimum specifications will be followed: resolution -
300 dpi, color levels for text only - monochrome black and white, for text with gray tone
images - 256 levels of gray, and for color images it can be 256 levels of gray, except where
color is needed to properly utilize the image in an operations and maintenance reference
situation.
C. File Organization
All document files will follow the order and structure of approved printed versions of the
vendor manuals. The following outline details the specific organization how the electronic
document files will be compiled:
. -~
1. A cross-reference listing of the file names and sections of the vendor manuals will be
supplied in Microsoft Excel format. The cross-reference list will include the pdf file
name, submittal number and the design specification number related to the file.
2. Each pdf file will include only the pages of an individual item from the submitted vendor
manuals.
3. Each pdffile will contain bookmark links in a hierarchical table format to access
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information pertaining to the supplied equipment. No bookmark links will reference files
external to the pdf file containing the bookmark links. Each bookmark will access the
beginning location of the related information.
D. Delivery
All files will be delivered on standard 650 MB CD-ROM. The CD-ROM will be formatted in
IS0-9660 format where each file will maintain its full name. Files names should not be
truncated to an 8-character DOS format. Each CD-ROM will be labeled will be permanently
marked with the job name, vendor name, submittal number, and date the CD-ROM was made.
A transmittal will be submitted with each CD-ROM. The transmittal will include the CD-
ROM label information and printed copy of the cross-reference list of ftles contained on the
CD-ROM. Two copies of each CD-ROM will be submitted.
E. CMMS Templates
Collier County is using Operator 10@ Plus Task Manager, ALLMax Task Manager for its
maintenance data management. The attached Microsoft Excel template has to be' completed by
the vendor for all provided equipment, sub-systems, or systems. This information will be
entered into the CMMS system to allow the operator to view all pertinent equipment
information and use meter/gauge readings to produce preventive maintenance tasks, work
orders, purchase orders and create a number of reports.
1.11 WARRANTY
A. The equipment shall be warranted for a period of two (2) years from date of fmal acceptance
of installation to be free from defects in workmanship, design or materials. If the equipment
should fail during the warranty period because of a defective part(s), it shall be replaced and
the unit restored to service at no additional cost to the Owner.
1.12 ADDITIONAL WARRANTY REQUIREMENTS
The equipment manufacturer shall also bid, as a separate line item in the procurement bid
documents, the following additional equipment warranty requirements. The Collier County
Government may accept or choose not to accept the additional warranty services, and remove
this line item from the bid procurement document.
A. Exhaust Fans and Air Conditioning Equipment
1. Concurrent with the basic warranty period as specified in Paragraph 1.11, the equipment
manufacturer shall warrant the above referenced fan equipment for an additional three (3)
years, for a total warranty period of five (5) years.
t-i,
2. The warranty shall cover defects in workmanship and material and cover all costs for
both labor and parts required to inspect and repair the fan equipment delivered to the fan
manufacturer's authorized repair and maintenance service center. During the basic
warranty period, required by Paragraph 1.09, the manufacturer shall be responsible for
removing and reinstalling the defective fan into the proper location. The manufacturer
shall be responsible for all transportation or shipping costs for delivery of the fan
equipment to a service center and return to the Collier County South County Regional
Water Treatment Plant site during the entire five (5) additional warranty period.
3. The manufacturer's obligation under this additional warranty period shall be to repair or
replace the fan equipment as stated above, exclusive of any shipping costs for which the
manufacturer is responsible, as stated above.
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B. Agreement to Warranty Conditions
I. The Manufacturer shall, as part of the required shop drawing and product submittal date,
deliver a certified statement of agreement to the above-listed conditions of warranty for
equipment and materials to be supplied and installed under this Section of the
Specifications. If this agreement is not submitted, the equipment shall not be approved
for use in the Work.
2. A typewritten or printed copy of the product warranty(ies), including the above
provisions and applicable dates of commencement and expiration of each warranty
period, shall be supplied with other required product data.
1.13 DEFINITIONS
A. Particular terminology used under this Section is dermed as follows:
1. Traffic Level and Personnel Level - Areas, including process areas, equipment rooms,
boiler rooms and other areas where insulation may be damaged by normal activity and
local personnel traffic. Area extends to 8-ft above floor, walkways, platforms and stairs,
and horizontally 3-ft beyond the edge of walkways, platforms, and stairs.
2. Exposed Piping and Ductwork - Piping and ductwork visible from the floor level and
includes all piping and ductwork in equipment rooms, boiler rooms, etc.
3. Concealed Piping and Ductwork - Piping and ductwork not visible from the floor level
and includes piping and ductwork above hung ceilings and in shaftways.
4. Supply Air Ductwork - Ductwork carrying air from a fan or air handling unit to the space
or spaces to which it will be introduced. This air may have been heated or cooled or in
the case of ventilation system the air would be neither heated nor cooled. Supply air
ductwork extends from the fan or air handling unit to the registers, grills or diffusers at
the end of the ductwork.
5. Return Air Ductwork - Ductwork carrying air from the space it was supplied to back to a
fan or air handling unit. Return air ductwork extends from the registers or grills at the end
of the ductwork to the air handling unit or connection with an outdoor air intake duct.
6. Exhaust Air Ductwork - Ductwork carrying air from a space to a fan and then to be
discharged to the outdoors. Exhaust air ductwork extends from the registers of grills at
the end of the ductwork to the fan. From the fan exhaust ductwork extends to the
discharge point, exhaust air damper, or exhaust air plenum, whichever comes first.
7. Relief Air Ductwork - Ductwork carrying air from a space without a fan to be discharged
to the outdoors. Relief air ductwork extends from the registers or grills at the end of the
ductwork, to the discharge point, relief air damper, or relief air plenum, whichever comes
first.
8. Outdoor Air Ductwork - Ductwork carrying untreated air from the outside to a fan or air
handling unit. Outdoor air ductwork starts at the intake point, outdoor air damper, or
outdoor air plenum, whichever comes last. The outdoor air ductwork extends to the fan,
air handling unit, or connection with a return air duct, whichever comes first.
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14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
; -~
24.
25.
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9. Mixed Air Ductwork - Ductwork that can carry either return air or outdoor air or a
combination of both. Mixed air ductwork starts at the connection of the return air and
outdoor air ducts and extends to the fan or air handling unit.
10. Outdoor Air Plenum - A plenum that extends from the opening in the skin of the structure
to the outdoor air duct. If the outdoor air damper is directly at the intake or there is no
outdoor air damper, the plenum will extend to the first size reduction. If the outdoor air
damper is not at the intake, the plenum will extend to the outdoor air damper.
11. Exhaust Air Plenum - A plenum that extends from the opening in the skin of the structure
'to the exhaust air duct. If the exhaust air damper is directly at the discharge or there is no
exhaust air damper, the plenum will extend from the last size reduction. If the exhaust air
damper is not at the discharge, the plenum will extend to the exhaust air damper.
12. Relief Air Plenwo - A plenwo that extends from the opening in the skin of the structure
to the relief air duct. If the relief air damper is directly at the discharge or there is no
relief air damper, the plenwo will extend from the last size reduction. If the relief air
damper is not at the discharge, the plenum will extend to the relief air damper.
Ventilated Spaces - Areas supplied with outdoor air on a continuous or intermittent basis.
The outdoor air may be heated and/or cooled or untreated.
Heated Spaces - Areas where heat is supplied to maintain a minimum temperature during
the heating season.
Unheated Spaces - Areas where heat is not applied and there is no minimum temperature
during the heating season.
Conditioned Spaces - Areas that are provided with heating and mechanical cooling.
Non-Conditioned Spaces - Areas that are not provided with mechanical cooling.
Indoor Piping - Piping within a building that is not exposed to the weather.
Outdoor Piping - Piping that is not within a building and which is exposed to the weather.
Indoor Ductwork - Ductwork within a building that is not exposed to the weather.
Outdoor Ductwork - Ductwork that is not within a building and is exposed to the
weather.
Hot Ductwork - Ductwork carrying air with a temperature above the surrounding space
temperature.
:,;
Cold Ductwork - Ductwork carrying air with a temperature below the surrounding space
temperature.
~- ~
Hot/Cold Ductwork - Ductwork carrying air with a temperature that can be either above
or below the surrounding space temperature.
Thermal Conductivity - The rate of heat flow through unit area of a homogeneous
substance under the influence of unit temperature gradient in the direction perpendicular
to the area Units-BTU per (hour)(sq ft)(degrees F temp. difference)(per inch thickness).
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26. Flues/StackslBreeching - Ductwork carrying products of combustion to atmosphere.
PART 2 PRODUCTS
2.01 ELECTRICAL EQUIPMENT
A. Electric Motors
1. Electric motors in NEMA frame sizes shall conform to the requirements in Section
16150, unless otherwise specified herein.
2. The motor manufacturer shall confirm that motors used to power equipment are provided
with bearings that will provide a bearing life equal to the driven equipment or better. .
Confirmation shall be included with shop drawing submittal.
3. Motors will be selected to be non-overloading over the entire operating range of the
equipment. A safety factor of 25 percent will be added to all motors up to and including
50 horsepower. A safety factor of 15 percent will be added to all motors over 50
horsepower. Motors indicated on the schedules are to be considered a minimum. This
sizing is not to limit compliance with the above requirements
B. Electrical Equipment
1. Electrical equipment which is furnished under this Section shall meet the requirements
specified in Division 16:
a. Disconnect switches, motor starters and combination motor starters (starters with
disconnecting means and short circuit protection) shall be as specified in Section
16191.
b. Cord-connected controls for hazardous areas shall be provided with intrinsically safe
relays, which shall be as specified in Section 16191.
c. Raceways, boxes, fittings and supports shall be as specified in Section 16110.
d. Wires and cables shall be as specified in Section 16120.
C. Electrical enclosures and panels to include automatic temperature control panels and
components shall be suitable for the environment and electrical classification for the space
they are located in. The type of enclosure for the various spaces shall be as specified in
Division 16. Refer to the electrical drawings for the space classifications.
D. Where noted in the HV AC equipment schedules, or when shown on the Drawings, provide fan
speed control switches and integral unit thermostats.
. .~
2.02 EQUIPMENT VIBRATION ISOLATOR AND MOUNTINGS
A. General
I. Unless otherwise specified in this Division all machinery or vibrating mechanical
equipment shall be isolated from the building structure by vibration isolators with a
minimum deflection as specified. Operating equipment that can transmit objectional
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.
vibration and noise must be installed with special types of vibration isolators such as
flexible connectors to ductwork, piping and wiring. In more critical areas and under
particular conditions, additional vibration isolators shall be installed as specified in other
related Sections in this Division, or in specific equipment schedules.
2. All equipment shall be provided with attachment points for floor or suspended mounting
that will safety transmit all loads including seismic to the supports.
3. The vibration isolator manufacturer shall be responsible for the proper selection of
vibration isolators suitable for the particular application. Selection of the vibration
isolator shall include the following factors.
a. Equipment Weight
b. Equipment operating frequencies
c. Type of building support structure
d. Seismic forces as required by the applicable building codes to include shear, tension
and compression due to the code specified loads.
4. All floor mounted vibration isolators shall be bolted to the floor or framing on which they
rest. Bolts shall be arranged to prevent transmission of vibration through the bolts.
5. All isolation devices for a single piece of equipment shall be selected for a uniform static
deflection according to distribution of weight in the equipment.
6. All pieces of equipment that have a variation in weight during operation or maintenance
such as, but not limited to, cooling towers and hoppers, shall have built-in vertical limit
restraints to limit motion to a maximum of 1I4-in.
7. Isolators exposed to the weather, in rooms classified on electrical drawings as damp, wet,
or corrosive or where called for on the Drawings shall be provided with corrosion
protection. Steel parts other than springs shall be galvanized. Parts subject to wear,
rubbing, shall be non-corrosive material such as rubber or stainless steel. Springs and
hardware shall be cadmium plated or otherwise provided with an approved coating.
8. After installation of equipment, isolators shall be adjusted for proper loading and
distribution of weight.
B. Types - The following types of vibration isolators may be used.
1. Isolation Types for Floor Mounting
t -~
a. Single elastomer-in-shear isolators, molded mound shaped element designed for
l/4-in deflection under the imposed static load. Double elastomer-in-shear isolators
shall be two such elements assembled in series or a molded element designed to
provide 112-in deflection under the imposed static load. Elastomer-in-shear isolators
shall be properly housed to prevent bulging and shall be provided with adequate
facilities for bolting to equipment and floor slab.
b. Spring isolators shall be free standing and laterally stable and shall be equipped with
acoustical-friction pads, leveling bolts and bolt holes for anchoring to floor slab.
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Springs shall have a minimum ratio of outside diameter to operating spring height of
0.8 and an additional travel to solid equal to 50 percent of the specified deflection.
Where housed springs are specified or required, provide units with telescoping cast
iron or steel housing, containing one or more springs, complete with resilient
alignment insert and a minimum of lI4-in thick rubber or neoprene sound deadening
pad bonded to the base of housing.
c. Heavy load pads shall be l-lI4-in thick and shall consist of a high load capacity
elastomer pad and sandwiched between two liS-in thick steel load distribution plates
capable of supporting loads up to 250 psi. For large pad area, steel plates of suitable
thickness shall be provided to distribute the load
d. Light lpad pads shall be neoprene corrugated single, laminated double or laminated
with 1/2-in thick fme granular composition cork sandwiched between two lI4-in
layers of corrugated, oil resistant neoprene. Pads shall be capable of loading to 50
psi.
2. Isolation for Suspension
a. Isolation hangers for suspension of equipment and piping shall have a single element
of elastomer for lI4-in deflection, a double or a single molded element of 1/2-in
deflection, a single spring element with an elastomer grommet for up to 3/4-in
deflection and a combination of an elastomer and spring elements in series for I-in
deflection and up contained within a structural rigid one piece steel hanger box.
Springs shall have a minimum ratio of outside diameter to operating spring height of
0.8 and an additional travel to solid equal to 50 percent of the specified deflection.
b. The neoprene element shall have a bushing to prevent hanger rod contact with the
housing box. The lower rod shall be free to swing in a 30 degree arc without
touching the spring or the housing.
3. Rails and Bases - Rails and bases shall be of the following types based on the equipment
and deflection required.
a. Rubber in shear type shall be steel rails running the full length of the supported
equipment and extending under any overhang to counteract cantilever effects. The
rails shall incorporate single or double deflection elastomer-in-shear fastened in
place and a continuous steel floor bearing plate running the full length of each rail.
The rails shall be drilled and tapped to accept the supported equipment and shall
serve as a template.
I':'
b. Steel spring type shall be steel rails running the full length of the supported
equipment and extending under any overhang to counteract cantilever effects. The
rails shall consist of structural members supported by individual free standing
springs. The rails shall be drilled to accept the supported equipment and shall serve
as a template.
c. Fans and their driving motors shall be mounted on structural steel channel members
forming a rigid base. A common member parallel to the V-belt drive, shall run the
full length of the fan and motor and shall be of sufficient rigidity to resist the
bending stress of belt pull. The structural steel base shall incorporate single or
double deflection elastomer-in-shear elements or free standing springs located for
proper weight distribution. The base shall be drilled and tapped to accept the fan and
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motor and shall serve as a template. Integral motor slide rails shall be provided and
welded in place.
d. Unless specifically noted in other sections of the specification or on specific
equipment schedules, all equipment will be provided with vibration isolation as
defined by the following table:
'..'..'.' '.': .: -ce'. ....,.." ,
Typ.e of Vibration . MinullllIll 'ijiij~~...' .:. . M~l).trn.l1lD- .Ntiliitx1~ ...
Equipment Isolation Deflection '))efl~ctiOI1 . Def}ectionfor DefleCtiQn for
Type for Slab ..fOf.l1J>lQ 20-ftt03Qrft 30..ftt()40in
on Grade '.. 20:.ft<flool" . FloQtSPan ..' F'1t>6rSpilil . ..
.
,. Incbes $J)a!lmgtili:$ Il'lChe~ Inches .
Fans
22-in dia. and Rubber 0.25 -- -- --
less
Spring -- 0.75 0.75 I .75
24-in dia. and
greater
40 HP and less Spring 0.75 0.75 0.75 I .75
Condensing Rubber 0.25 -- -- --
Units
Spring -- 0.75 1 .75 1.75
Air Handling
Units
10 HP and less Spring 0.75 0.75 0.75 0.75
4-in S.P. and less Spring 0.75 1.75 1 .75 1 .75
C. Rigidly Mounted Equipment.
1. When equipment does not require vibration isolation, it shall be firmly attached to the
building structure. Bolts and support structure shall include allowances for seismic loads,
as required by the applicable building codes to include shear and moment loads.
D. Isolation for Piping
. -\.
1. Flexible piping for systems with operating temperatures over 200 degrees F shall be
flexible annular corrugated stainless steel hose. The hose shall be provided with external
stainless steel braid to minimize elongation under pressure. Hoses 2-1I2-in and smaller
shall be threaded and hoses 3-in and larger shall be flanged. The manufacturer shall
confirm the suitability of the flexible piping for the temperature and pressure of the
systems.
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2. Flexible piping for systems with operating temperatures of200 degrees F and less shall
be spherical EPDM connections. Connections shall have multiple plies of corded fabric
reinforcing. Connections shall be rated for 150 psi at 220 degrees F. For equipment with
connections from 2-1I2-in to 12-in, 90 degree bend connections can be used. Straight
connections shall be double sphere and bend connections shall be single sphere. Provide
control cables to prevent excessive elongation on straight connections where required.
The manufacturer shall confirm the suitability of the connections for the temperature,
pressure, and pipe contents for the systems.
2.03 FLAME AND SMOKE RATINGS
A. All materials, including adhesives, surface coatings, sealers, assemblies of several materials,
insulation, jacketing, finish, etc, shall have flame spread ratings not over 25 (fire resistive),
and smoke development ratings not over 50, as established by tests conducted in accordance
with ASTM E84, NFPA 255 and UL 723.
B. These requirements apply to all circumstances whether the materials are field applied or
applied by a manufacturer in hislher shop, or elsewhere, prior to delivery to the project.
2.04 V-BELT DRIVES
A. V-belt drives shall consist of the driver and driven sheaves and one or multiple matched
V-belts. Select V-belt drives with belt horsepower ratings equal to or greater than 1.5 times the
driving motor nameplate horsepower. Provide sheaves with steel, cast iron, or malleable iron
split taper bushings and keyways on driven shafts of3/4-in and larger diameter.
2.05 NOISE CRITERIA
A. The selection of pumps, fans, air handling equipment, air conditioners, heating ventilating and
air conditioning machinery and mechanical equipment and the installation of the system
components such as duct work and piping shall be such as not to exceed to maximum
permissible noise for non-equipment spaces as defined in Table 2, Design Guidelines for
HV AC System Noise in Unoccupied Spaces contained in the 1995 edition of the ASHRAE
Application Handbook. Under no conditions shall the noise created by equipment exceed the
levels of permissible noise exposures of occupational areas as established by the OSHA and
other Federal, State and local safety and health standards, codes and ordinances.
B. The following sound criteria shall be met for all of the following listed equipment. Data shall
be the sound pressure level (reference 20 micro pascals per octave band) and to include the
dBA at 5 feet.
Equipment
Identification
EF-I,2,3,4
63 125 250
500
1000 2000 4000 8000 dBA
87 88 81
76
74 73 67 61 69
1. The equipment supplier shall provide actual data for the equipment submitted. If the
space does not meet the required criteria, and the noise level of the equipment is found to
be the cause, the equipment supplier shall be responsible for the modifications required to
correct the condition.
2.06 BEARINGS
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A. General - Furnish equipment bearings suitable for the intended equipment service. Furnish
bearings designed to carry both thrust and radial loads for equipment designed for all angle
operation.
B. Provide extended lube lines with pressure relief equipped grease fittings for all bearings which
are not readily accessible from outside the equipment.
C. Belt driven fans, including air handling unit fans shall be equipped with self aligning single
row ball bearings, double row tapered or spherical roller bearings.
1. Furnish bearings to give 100,000 average life hours (ABMA-L50) for the following
services:
a. Fan impellers greater than 10-in diameter.
;)
b. Intermittent duty.
2. Furnish 200,000 average life hours bearings for the following services:
~
a. Continuous duty applications.
b. Class III and Class IV construction.
D. Provide seals for bearings installed in airstreams, exposed outdoors, and for applications in
corrosive or dusty atmosphere.
E. Provide bearings suitable for high temperature service where heat fan construction is required.
F. Bearings for all equipment in the schedule below shall have heavy-duty grease lubricated ball
or roller bearings. Bearings shall have ample thrust provision to prevent end play during the
normal life of the bearing. Unless specifically noted otherwise, all fans and pumps shall have
bearings for both the equipment and motors with the following ABMA L-l 0 life.
1. Fans over 3000 cfin - 40,000 hours.
2. Pumps over 500 cfin - 40,000 hours.
3. Continuous duty fans or pumps with motors over 25 horse power 100,000 hours.
4. All fans or pumps with motors over 50 horse power 100,000 hours.
G. For systems with bearings requiring L-l 0 lives of 100,000 hours or greater, the equipment
supplier shall provide calculations for both the equipment bearings and the motor bearings to
confmn the bearing selections. For belt drives, the calculations shall include the effect of the
sheave size, number of belts, the sheave location on the shaft, and the location of the motor to
. "~ the driven sheave.
2.07 HANGERS, SUPPORTS AND ANCHORS
A. General
1. Furnish supports, hangers and other devices necessary to support firmly and substantially
the piping, equipment and ductwork described in this Section. Piping and duct support
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systems shall include resttaints as required by the applicable building codes to ti.Q.f
seismic loading. Design shall be provided by a professional engineer hired by the
Contractor as specified in other sections of the specifications.
..
2. All equipment shall be provided with lugs or brackets to allow the equipment to be firmly
fastened to the structure. The lugs and brackets shall be sized to withstand the expected
seismic loads for the area and type of application. Location of the attachments shall be
based on the equipment being hung or base mounted as shown on the Drawings and the
schedules.
3. Furnish and install all metalwork in accordance with Division 5 requirements.
4. Provide staipless steel hanger rods, hangers, supplementary steel, anchors and guides in
areas classified as corrosive, wet, and in outdoor exposed applications.
5. Where C-clamp type hangers are used, furnish with a retainer strap.
6. Hangers shall not be supported from roof decking or bulb tees. Where required, provide
supplemental steel to span between the building structure
B. Piping
1. All piping supported at a maximum of 10-ft-0-in intervals. Hangers or rings, sized to fit
outside the insulation.
2. All piping 2-in diameter and smaller supported by pipe rings or bands with one 3/8-in
adjustable steel rod hanger and one concrete insert.
3. Anchor piping mains where indicated or wherever necessary to limit pipe expansion and
to prevent vibration.
C. Design of hangers shall include the effect of all loads applied to the duct as well as the load of
the duct. These loads include, but are not limited to wind, snow and internal dirt or liquid
buildup.
2.08 PAINTING AND COATINGS
A. Unless otherwise specified, all machinery and factory fmished equipment such as pumps, fans,
air handling units, air conditioning units, and other items of manufacture shall be hot dipped
galvanized or will have a factory applied finish, color as standard with the manufacturer.
Components fabricated from stainless steel do not require a coating finish unless otherwise
specified. All tanks, supporting steel, hangers, rods and all other uncoated or non galvanized
steel other than standard piping and fittings shall have a shop coat consisting of a suitable
primer and finish coat. If not factory applied, the prime coat shall be as specified in Division
9. All items not factory or shop primed prior to installation shall be suitably cleaned of rust
and mill scale by wire brushing, sanding, or other means and prime painted, immediately after
installation.
B. The Contractor shall be responsible for the repair of all defects, blemishes, holidays and the
like apparent in manufactures coatings and shall ensure that the materials used for such repair
shall match and be compatible with the manufacturer's standard color, coatings and practices.
Surfaces to be repaired or recoated are to be prepared as recommended by the paint or coating
supplier. Care shall be taken not to paint over nameplates.
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C. Furnish touch up paint for the various types of equipment furnished and deliver unopened
paint to the Owner at completion of the project. The amount of touch-up paint supplied shall
be sufficient to cover 15 percent of the applicable painted surfaces or one pint, whichever is
greater.
D. Where specified, or called for on the following schedule, special corrosion resistant/protective
coatings shall be provided. Whenever a protective coating is specified, the equipment shall be
coated both inside and out. Whenever necessary to provide full coverage of the equipment, the
equipment shall be completely disassembled to allow proper preparation and coating
application. Any component that would block the coating process shall be removed.
Equipment provided with gaskets or liners shall be coated before the application of the
gasketing or line... The equipment Vendor shall test rotating equipment after coating to
confirm dynamic balance. If work needs to be done to correct the equipment balance, the
integrity of the coating must be corrected after such work.
E. Ductwork connections to units that require corrosion resistant coatings shall be made with
flanges. Flanges shall be factory drilled before coating. Resilient washers suitable for the
environment shall be used to protect the coating from the bolts in the flange. The use of self
tapping screws or other fastening methods that will damage the coating are not acceptable.
F. All items to be provided with a protective coating shall have the following data on the coating
included with the unit submittal. Submittal shall include vendor data sheets on the specific
coating being used, corrosion resistance data sheets, detailed application data sheets to include
surface preparation procedures. For baked coatings submit a letter from the coating
manufacturer, that the company doing the actual coating operation is an approved coating
company _ When an equipment supplier provides the coating, the information shall be supplied
by the coating manufacturers.
G. Coatings shall be of the following types:
1. MANUFACTURER STANDARD COATINGS
a. Coating material shaU be manufacturers standard unless otherwise specified in the
schedule on the drawings. Surfaces shall be prepared, primed and coated as required
be the coating supplier. Heat curing shall be provided where required by the coating
supplier. Refer to the schedules on the Drawings for coating types.
2. BAKED PHENOLIC (for heat transfer coils, dipped) TYPE 1
a. Coating Material Heresite P-413C baking phenolic with a plastizer or approved
equal. The surface shall be degreased and etched or phosphatizing by immersion.
The coating shaU be applied by immersion, with a baking following each immersion.
After the fmal immersion, the coating shall be completely cured with a baking at 400
degrees F. The coating shall provide a fmal dry film thickness of approximately 2
mils.
3. BAKED PHENOLIC (equipment) TYPE 2A and TYPE 2B
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a. Coating Material Heresite baked phenolic coating. The surface shall be prepared by
degreasing with an appropriate solvent. Steel surfaces for emersion shall be sand
blasted in accordance with NACE No.1 or SSPC-SP5. Steel surfaces for non-
emersion shall be sand blasted in accordance with NACE No.3 or SSPC-SP6.
Surface profile shall be 20 to 25 percent of dry film thickness in accordance with the
supplier's recommendations. Thinner where required shall be of the same
manufacturer as the coating. Coating shall be applied by spraying in multiple passes.
The piece shall be baked in accordance to the manufacture's time and temperature
schedules with the final baking at 400 degrees F.
10F ·
b. Type 2A - Heresite P-403 baked phenolic coatings. Dry film thickness shall be 5 to
7 mils applied in 3 to 4 coats.
c. Type 2B - Herresite P-413 baked pheniloc coating. If surface cannot be adequately
cleaned use Heresite P-700 primer in accordance with the manufacturer's
recommendations. Dry film thickness shall be 4 to 6 mils applied in 4 to 5 coats.
4. AIR DRIED PHENOLIC (equipment) TYPE 3
a. Coating Material Heresite VR-507 air dried phenolic coating. The surface shall be
prepared by degreasing with an appropriate solvent. Steel surfaces for non-emersion
shall be sand blasted in accordance with NACE No.3 or SSPC-SP6. Surface profile
shall be 20 to 25 percent of dry film thickness. Ifblasting is not possible, the surface
shall be primed with Heresite P-750 in accordance with the supplier's
recommendations. Dry film thickness shall be 0.5 to 0.75 mills. Thinner where
required shall be of the same manufacturer as the coating. Coating shall be applied
by spraying in multiple passes. The piece shall be dried in accordance to the
manufactures time schedule. The equipment shall be given a minimum of three coats
resulting in a dry film thickness of 4 to 6mils. All equipment coated with VR-500
shall be given a topcoat of Here site UC-5500. The UC-5500 series shall be applied
by spraying and shall have a dry film thickness of 4 to 5 mils.
H. Any holidays, runs, sags, blisters, or inclusions in the coating are unacceptable and will be
corrected. With the approval of the engineer, small areas no more than 4-in by 4-in may be
corrected in the field. Larger faults shall be returned to the coater to be repaired. The faulty
material shall be removed by sanding and in the case of blisters, the edges feathered. The
material used for recoating shall be manufactured by the same manufacturer as the original
coating and shall be suitable for field repairs. The touch up material shall have the same
corrosion resistance as the original coating, and if the original coating required an ultraviolet
protection, the same protection will be provided as part of the repair. The fmal mil thickness
of the repaired coating shall be equal to the originally specified thickness. Where baked
coatings have been damaged, the repair shall be made with heat applied to the repaired surface
to cure the coating. After curing a solvent test as recommended by the manufacturer shall be
used to confmn that the coating is cured.
. ~ 1. The coating manufacturer shall supply direct to the engineer, a set of coupons showing the
final appearance of the cured coatings. Any coating that does not match the supplied coupons
will be rejected.
2.09 TESTING, ADJUSTING AND BALANCING
A. Furnish the services of an AABC or NEBB certified agency for the testing, adjusting and
balancing of all HV AC air systems installed under this Section.
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B. The testing, adjusting and balancing agency shall be independent of all suppliers, installers
and contractors on the project.
2.10 INSULATION
A. Provide insulation adhesives, coatings and vapor barrier materials, which are compatible and
recommended, for use by the insulation manufacturer. Submit a certified statement from the
insulation manufacturer attesting to their approval of the adhesives, coatings, and vapor barrier
materials. The following adhesives and coatings, as manufactured by Foster Div.; H.B. Fuller
Co. or Childers Products Co. are representative of approved products that meet the above
requirements. (Other manufacturers who demonstrate to the Engineer that their products are
equivalent are a~eptable.)
1. Lagging adhesive: 30-36, CP50, AMV-1.
2. Vapor barrier coating: 30-35, CP30.
3. Vaporseal adhesive:
85-75, CP82.
4. Duct adhesive:
85-20, CP82.
5. Sealing compound adhesive:
30-45, CP70.
6. Weatherproof mastic: 35-01, CPIO-1.]
B. Closed cell foam type insulation shall include but not be limited to the following:
I. Refrigerant Suction Lines and Condensate Lines
a. Insulation Material - Flexible closed cell foam sheet, minimum density 5.5 lbs/cu ft
and a maximum ilK" factor of 0.27 at 75 degrees F mean temperature.
b. Provide Field applied 0.0 16-in aluminum jacket over all piping.
C. Acceptable manufacturers shall be Armstrong Cork; Certain-Teed; Owens Coming; Manville
or equal.
2.11 PIPE AND FITIINGS
A. Condensate Drains
1. Pipe - Copper tube ANSI H23.1 Type K or ANSI H23.6 Type DWV hard drawn. Fittings
_ Soldered cast brass or wrought copper drainage fittings ANSI B 16.29.
.~
2. Solder - 95 percent tin and 5 percent antimony per ASTM B32 Alloy 95T A.
B. Refrigerant Piping
I. Pipe - Type K soft drawn copper, precleaned, inert gas filled, and capped. Fittings -
Soldered wrought copper.
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2. Solder - Hard silver solder with a minimum melting point of 1,300 degrees F. Fit up and
solder joints while using an inert gas purge.
2.12 AIR HANDLING UNITS
A. In general, all air handling units, package, thru the wall type and split systems shall be factory
assembled with cabinet fan, heating and/or cooling section, filters, dampers, access sections
with hinged access doors, motor, motor base, drive, drive guard and vibration isolators.
1. Units shall be designed to provide an integrated assembly when all of the components are
assembled. All transition sections and filler pieces required between sections are to be
provided as part of the unit.
2. Provide support brackets or rails with the unit. Type of support shall be as required by the
schedules and as shown on the Drawings, e.g. suspended, floor mounted, etc.
3. Self-contained package units shall also contain compressors, refrigerant piping system,
condenser, condenser fans and drives, mounting curb and factory wired control panel.
4. Ductwork connections to units that require corrosion resistant coatings shall be made
with flanges. Flanges shall be factory drilled before coating. Resilient washers suitable
for the environment shall be used to protect the coating from the bolts in the flange. The
use of self tapping screws or other fastening methods that will damage the coating are not
acceptable.
B. Casings
1. Casings shall be galvanized sheet steel construction with structural framing members as
required. Pressure class rating shall be for the total fan static pressure. All sections of the
unit shall be of the same pressure class.
2. Where specified on the schedules, and in all units with heating and/or cooling sections,
the unit shall be insulated. All sections including, but not limited to, return plenum, coils,
filter, spacers, access sections, fan cabinet, mixing box and by-pass sections, shall be
insulated. Insulation shall be I-in mat faced or neoprene coated fiberglass liner, 1-1/2
pound minimum density, installed with stick clips and adhesives to prevent erosion of the
insulation.
3. Units for outdoor installation shall comply with the following:
a. Materials of construction shall be corrosion resistant, or provided with a corrosion
resistant coating system for weather protection.
b. The casing shall enclose all components for weather protection, with gasketed access
doors provided for all sections to facilitate maintenance. Doors shall have provision
for key locking to prevent unauthorized tampering.
c. Top of housing shall be constructed to prevent buckling and ponding of water.
C. Fan Section
1. Fans shall be centrifugal cabinet fans with belt or direct drive as scheduled. Extended
extemallubrication fittings shall be provided.
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2. On belt driven fans, mount motor on an adjustable slide base, equipped with jack screws.
3. Where scheduled, backwardly curved wheels shall be air foil type.
4. All fans shall be statically and dynamically balanced before shipment.
5. Whenever possible, fans shall be AMCA certified for sound and air perfonnance, per
AMCA 210-85 and AMCA 330-86.
6. Where called for on the schedules, fans shall be of spark resistant construction. On spark
resistant fans, bearings shall not be placed in the air stream. Construction shall conform
to AMCA 99-0401-82 Classification.
7. Fan bearings shall be furnished as specified elsewhere in this Section.
D. Cooling Section
1. Cooling coil section shall be insulated with drain pan, coil support slide rails and coil
closure plate. Coil mounting shall minimize air by-pass around the coil. Provide insulated
drain pan with a corrosion resistant lining and drain connections on both ends of the drain
pan.
2. Refrigerant cooling coils shall be cartridge type with copper tubes, aluminum fins,
galvanized steel frame, copper suction header and distribution tubes. Fins shall be
mechanically attached to the tubes. Coils shall be pressure and leak tested at 300 psig
with air under water. Coils shall be certified per ARI Standard 410.
E. Filters
1. See makeup and air handling unit schedules for filter types by unit.
2. Filter Box shall have tracks for the specified filter types, except roll filters, to allow filter
replacement from either side. Sealing material shall be provided at tracks and ends to
prevent air by-passing the filters.
3. Disposable Filters shall be framed filters, 2-in thickness (as scheduled). Filter pressure
drop for clean filters at 300 fpm face velocity shall be 0.15-in wg for 2-in thick filters.
Filter shall have 30 to 35 percent efficiency on ASHRAE test standard 52-76.
Manufacturers and type shall be American Air Filter Co., Am Air 300X; Farr Co., 30/30
Disposable or equal.
4. A total of three complete sets of filter media shall be provided for each unit.
.~
5. For all types of filters, each filter section shall be provided with a differential static
pressure gauge across the filter. Where more than one filter is used in series, each filter
shall be provided with a separate gauge. Each gauge shall be provided with shut off-vent
valves similar to Dwyer A-301A vent valves on each side ofthe gauge to permit zeroing
of the gauge without disconnecting the gauge. Tubing shall be stainless steel. Static
pressure sensors, valves and fittings shall be stainless steel. Pressure range of gauges
shall be three times the clean pressure loss of filters provided.
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6. Gauges for local indication of indoor units shall be magnehelic gauges accurate to within
plus/minus 2 percent of full scale. Gauges shall have a zero adjustment screw and an
adjustable set point indicator. Fluid shall be a low specific gravity oil. Oil shall remain
functional to minus 20 degrees F. Casing shall be cast aluminum. The unit shall be able to
withstand an over pressure of 15 pounds per square inch. Gauges shall be by Dwyer
Magnehelic Series 2000 or equal.
7. Gauges for local indication of outdoor units shall be combination vertical/incliDed
manometer type. Gauges shall have zero adjustment screw and set point indicator. Casing
shall be one piece plastic and epoxy coated aluminum scale. A weather proof housing
shall be provided for protection of the unit from direct sun light Gauges shall be Dwyer
Mark II No. 25 inclined manometer or equal.
8. Remote indication of pressure differential shall be provided by a transmitter using silicon
strain gauge transducer. Casing shall be cast aluminum. The unit shall be able to
withstand an over pressure of 15 pounds per square inch. Unit shall have zero and span
adjustment. The transmitters shall be provided with an LCD readout on the face of the
transmitter. Transmitters shall be Dwyer Series 603A differential pressure transmitter.
F. Condensing Unit
I. Condensing unit shall consist of casing, cornpressor(s), refrigerant piping system,
condenser, condenser fans and drives and factory wired controls and panel.
2. All rotating components shall be internally isolated with vibration isolators from the main
unit.
3. Condenser section for self contained package units shall be an integral part of the unit
and shall be part of a complete factory assembled unit.
4. Condensing unit for split systems shall be designed and constructed for mounting remote
from its associated air handler with field fabricated interconnecting refrigerant piping,
including associated specialties.
5. Refrigerant compressors shall be of the type, number, and capacity specified on the
schedules. Compressors shall be provided with unloading or hot gas by-pass as required
by the schedule. Compressor shall include suction strainer, crank case oil sight glass, oil
strainer and oil heater and forced feed lubrication. Compressor controls shall include
three-phase manual reset overload protection, hi-low refrigerant pressure cutout, manual
reset low oil pressure cutout, non-cycle pump down relay. In addition multiple
compressor units shall have a compressor sequence switch.
.
6. Air cooled condenser shall have propeller or centrifugal fans as shown on the schedules.
Exposed fans shall be provided with fan guards. Coils shall have copper tubes, aluminum
fins, galvanized steel frame and copper headers. Fins shall be mechanically attached to
the tubes. Coils shall be pressure and leak tested at 425 psig with air under water.
G. A complete refrigerant piping system shall be factory fabricated and installed in the unit. Each
compressor shall be provided with a complete and independent refrigerant piping system.
1. Piping shall be Type K copper tubing with joints silver brazed. Brazing shall be done
with an inert gas purge. Suction lines shall be insulated with closed cell foam insulation.
Hot gas piping shall be insulated to protect personnel as required.
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2. Valves shall be bronze body brazed connection and shall include compressor and
condenser relief valves, condenser liquid line service valve, refrigerant charging valve,
compressor discharge, suction service valves, liquid line solenoid and thermal expansion
valve.
3. Complete refrigerant system shall be cleaned, leak tested and charged with refrigerant.
,..J
4. Size of field fabricated piping for split systems shall be determined by the equipment
manufacturer.
H. Unit Control Panel
1. For self-contained package units, split systems and fuel burning units, factory wired
control panel shall be furnished and mounted on the unit. Panels shall inclueJe all controls
required in other sections and all safety controls and interlocks, heavy duty fused visible
break disconnect, control devices, motor starters and terminal strip for remote wired
devices. Control type and sequence shall be as specified in other related Sections or on
the Drawings. Control voltage shall not exceed 120 Volts. Control panel door shall be
provided with a keyed lock. A complete wiring diagram shall be permanently attached to
the inside of the panel door. Step control sensors and step controller will be provided
under the temperature control portion of the specification unless specified with unit on
the equipment schedule.
2.13 FANS
A. The use of a manufacturer's name and model of catalog number is for the purpose of
establishing the standard quality, grade, type, size, physical arrangement, performance
characteristics and availability.
B. Fans shall be factory assembled, complete with fan wheel, fan housing or cabinet, bearings,
drives, drive guard, motor, motor base, unit base and vibration isolators, dampers and bird
screens unless otherwise specified. All fans shall be provided with lugs, brackets or field
supplied devices to allow the fan to be firmly bolted to the structure or fastened to specified
vibration isolators. The lugs, brackets or field supplied devices shall be sized to withstand the
expected seismic loads for the area and type of application. Location of the attachments shall
be based on the equipment being hung or base mounted as call for on the schedules.
C. All fans shall be statically and dynamically balanced prior to shipment from factory.
D. Where belt drives are used, motors shall be provided with adjustable slide bases. Adjustable
sheaves and slide bases shall be selected so that the midpoint of the adjustable range matches
the fan schedule data. Drives selected shall have a safety factor of 1.5 times motor
horsepower.
.~ E. All fans shall be AMCA certified for air performance and sound ratings tested in accordance
with AMCA 300.
F. Motor shall be selected to be non overloading for the entire fan curve range and for the
reasonable expected temperature and humidity. Schedule motor sizes are minimum. If a larger
motor is required for the fan proposed, the larger motor shall be provided at no additional cost.
G. All bearings for the fan and motor shall be as defined in Paragraph 2.09.
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H. Fans shall be assembled with OSHA shaft and motor guards. Provide access for greasing
bearings, tachometer readings of fan and motor speed without removing the cover. Cover shall
be properly ventilated to prevent motor overheating.
I. The noise level of the equipment operating in the field shall not exceed 85 dBA overall sound
pressure level (referenced to 20 micro pascals) at a distance of 3-ft from equipment surfaces.
Provide octave band sound data if another noise level is specified in the schedule or if sound
data submission is specified in the schedules.
J. When bearings are not accessible, extended supply and relief fittings shall be supplied. Both
supply and relief fittings shall terminate in the same location.
K.. Provide inlet and outlet screens for fans that are not directly duct connected.
L. Where called for on the Schedules, fans shall be of spark resistant construction. Bearings shall
not be placed in the air stream. Construction shall conform to AMCA and NFP A
requirements.
1. TYPE A - All parts in contact with the gas stream shall be non-ferrous material.
2. TYPE B - Aluminum wheel and non-ferrous ring around shaft openings.
3. TYPE C - Non-ferrous ring on inlet bell and shaft opening.
M. Propeller fans shall be steel construction with cast aluminum, fabricated steel or aluminum
propellers. Plastic fan propellers are not acceptable. Fans shall be provided with discharge
safety screen if not directly connected to ductwork. Provide neoprene vibration isolation at
metal contacts and permanently lubricated, sealed ball bearings. When spark resistant
construction is specified in the schedule, all electrical components shall be explosion proof.
Unless spark resistant construction or other materials of construction are specified on the
schedules, housing shall be steel or aluminum. Manufacturers shall be Greenheck Fan Co.;
Hartzell Fan Inc.; Loren Cook Co., or equal.
2.14 ATC EQUIPMENT
A. Area Classification
I. Where specific area classifications are called for or shown on the electrical drawings, all
equipment and wiring shall be in conformance with the requirements for that
classification as specified in Division 16. Special attention shall be given to hazardous
areas specifically "Class I Div. I Group D" and "Class I Div. 2 Group D" to comply with
code requirements for equipment selection and installation procedures.
B. Room Thermostats
'"l
I. Electric room thermostat shall be of the heavy duty all metal type, provided with
concealed adjustment and exposed thermometer.
2. Temperature sensors shall be of the wire-wound resistive element type (RTD) using
either nickel or platinum alloy as the resistive element. All temperature sensors shall have
an end to end (element to readout display) accuracy of plus or minus 0.5 degree F.
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3. Room thermostat and temperature sensors mounted on exterior walls shall be provided
with insulated mounting plates.
4. All room thermostats and sensors shall be mounted 5-ft-6-in above finish floor except
where otherwise indicated on the Drawings or specified herein.
5. Electric thermostats in corrosive areas shall be installed in electric boxes with remote
stainless steel bulbs.
C. Local A TC Panels
1. Where shown on the Drawings or required by the control sequence, provide local A TC
panels.
2. All controllers, relays, switches, etc, for equipment shall be mounted within A TC
cabinets with hinge lock type doors where shown on the Drawings. All temperature
settings, adjustments and calibrations shall be made at the system control panel.
. "
3. Submit details of each A TC panel for approval prior to fabrication. Locations of each
panel are to be convenient for adjustment and service. Provide engraved nameplates
beneath each panel mounted control device clearly describing the function of said device
and range of operation. All manual switches and dial thermometers shall be flush
mounted on the hinged door, with permanent labels showing the function of each item.
All other devices shall be located within the cabinet mounted to a sub panel.
4. All electrical devices within the panels shall be factory pre-wired to a numbered terminal
strip. All wiring within the panel shall be in accordance with NEMA and UL standards
and shall meet all local codes.
5. Unless otherwise specified herein or shown on the Drawings, control panels shall meet
the requirements for Electrical Products specified elsewhere in this Section.
6. Electrical power supplied to automatic temperature control panels shall be 120V, single
phase, 60Hz. Where 24V power is required, a 120/24 transformer shall be provided. The
transformers shall be sized for their control system electrical loads. Transformers shall be
mounted in the local control panel.
7. Provide a II OV power receptacle in each panel.
8. Provide a copy of the wiring and control diagram for all work in each panel. The diagram
is to be stored in a pocket on the door.
D. Miscellaneous Devices - Provide all the necessary relays, limit switches, positioners, clocks,
transformers, etc, to make a complete and operable system. Locate these devices on local A TC
panel unless specified otherwise.
f.;'
E. Name Tags - All sensing devices, transmitters, controllers, not mounted in a clearly labeled
panel, or which are not an obvious part of a clearly labeled device, shall be provided with an
engraved plastic plate containing the name, function and system or system number for the
device.
F. Set points on thermostats and temperature controllers, shown on the Drawings are indicative
only and devices shall be adjustable above and below such set points. If a set point is not
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stated, the control range of devices shall be suitable for the intended service. Range of devices
shall be approximately SO percent greater in both directions than span of variable, with a
minimum of25 degrees and a maximum of 100 degrees F for air systems.
G. Break Glass Switches
1. Break glass switch enclosures shall be made from corrosion resistant fiberglass reinforced
polyester. The enclosure cover shall be gasketed and fasteners shall be Type 316 stainless
steel. The hammer shall be attached to the side of the enclosure with an II-in chain. The
unit shall be the automatic type that when the glass is broken, the alarm circuit shall
activate. The alarm circuit shall consist of one NO and one NC contact. The front of the
enclosure shall be labeled "VENTILATION SYSTEM, EMERGENCY SHUTOFF",
2. Units shall be 8146/552 as manufactured by Killark Electrical Manufacturing Company,
or equal.
H. Field Wiring
1. All field wiring, other than power wiring, between control cabinets (A.T.C. control),
control devices, unitary control panels and control terminals in motor control centers
shall be furnished under this Section and shall conform to the requirements of Division
16.
2. Refer to the electrical drawings for NEMA enclosure types, other than NEMA 1, by room
or location designation such as "Damp", "Wet", "Corrosive", "Class - Div. - Group -".
3. Installation of all conduit, wire, sleeves, outlet boxes, insulating bushings, system
cabinets, terminal boxes, pull boxes, junction boxes, inserts, anchors, system devices, etc,
shall be in accordance with the appropriate requirements of Division 16 and in
accordance with the requirements of the current edition of the local codes for signal
systems and electrical systems.
4. Run wiring in rigid steel conduit except in dry locations above ceilings and wood or
metal stud framed partition walls, where EMT may be used. Conduit, boxes and fittings
and their installation and testing shall be as specified in Section 16110.
5. Wire, with the exception ofDDC cable and thermostat wire, shall be copper type
THHNffHWN insulated for 600 Volts. Wire and its installation and testing shall be as
specified in Section 16120.
6. In the event of any conflict among referenced codes, current editions of the applicable
local codes shall take precedence for interpretation of "Signal System" installation
requirements.
t--'o$.
7. Installation of sensor wiring in finished areas shall be concealed whenever possible.
Where concealed wiring is not possible, written approval for exposed work must be
obtained from the Engineer prior to installation.
8. A power supply 115V, single phase, 60 Hz, 20 Amp circuit for ATC, requirements will
be available at each local control panel. Power shall not be taken from the control power
transformers of the motor control center.
9. Coordination Issues
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a. When motors are manually or automatically controlled from the HV AC A TC panels,
the panels shall include a set of normally dry (unpowered) contacts (for connection
to the motor started) which close when the motor is to operate. The A TC contractor
will wire these contacts to the motor starter and make connections to the terminals
provided. Contacts shall be rated 120 Volts, 10 Amperes, 60 Hz for inductive and
resistive loads.
b. A set of normally open dry (unpowered) contacts (for connection to the HV AC ATC
panel) which close when the motor starter has pulled in, shall be provided under
Section 16000. The ATC contractor will make connections to the terminals provided
and wire these contacts from the motor starter to the HV AC A TC panel to signal the
motor i:; operating.
c. Line voltage thermostats will be furnished under this Section and installed and wired
under Division 16. .
d. The electrical contractor will provide a 120V circuit to all control panels shown on
the Drawings. Power for the control systems is to be taken from the panels and no
other source.
e. Flow alarms that require line voltage electric power to operate are to be furnished
and installed under this Section. Electric power will be provided at the flow sensor
by the electrical contractor. The flow alarms shall be provided with two sets of
contacts. One set will be wired by the electrical contractor for the instrumentation
system. The second contact will be used to provide an HV AC signal which will be
wired under this Section.
f. Alarms from the HV AC systems that provide a signal to the central control system
will be furnished and installed under this Section. The alarms shall be provided with
two sets of contacts. One set will be wired by the electrical contractor for the
instrumentation system. The second contact will be used to provide an HV AC signal
which will be wired under the Section.
g. The following wiring is to be done under this Section:
1) Between ATC panels and MCCs.
-'.--'
2) Between ATC panels and control panels on equipment provided by the HV AC
contractor.
3) Between alarm devices provided by the other trades and A TC panels.
4) Power wiring from the ATC panels to smoke detectors.
.,;.
h. Wiring from smoke detectors provided under this Section to the building fire alarm
systems will be provided under Division 16.
1. Refer to electrical drawings for details of wiring at motor control panels. Provide all
interconnecting wiring to start and stop motors.
I. Software licensing and user agreements shall be based on a one time fee. Agreements that
remove all responsibility for the software and its performance are not acceptable.
~"
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2.15 SEQUENCE OF CONTROLS
A. General
I. HV AC equipment will operate with the following sequences of operation.
2. The following will apply to all sequences.
a. All sequences are reversible unless otherwise noted.
b. Manual reset of control functions with manual reset will be at the local control panel
unless otherwise noted.
c. Where required to prevent nuisance shut downs of systems, provide time delay of
sensors to allow system start up before the sensors are activated. This would include,
but not be limited to low temperature freeze protection on 100 percent outdoor air
units.
d. For fan systems with shut off dampers and air flows greater than 2000 cfm and fan
operating static pressure greater than I-in water gauge, fans shall be stopped and
started by damper end switches. When the sequence calls for the fan to run, the
control system shall open the respective damper. When the damper is open as
indicated by an end switch on the damper the fan shall start.
e. Where control sequences refer to activation of an alarm indicator, it will be
understood to mean activation of a labeled pilot light at the local A TC panel. A
dedicated pilot light will be provided for each alarm unless a common alarm light is
specified.
f. The A TC contractor shall provide all connections, relays and other devices required
to operate the system under the control of the firefighter control panel.
B. Control Sequence for Exhaust Fans
I. Exhaust Fan with Manual Control (High-Low Switch at Starter, On/Off at MCC and
Break-glass shutdown)
Exhaust Fans EF-I to EF-4
a. When any break glass switch is activated, ALL exhaust fans shall be shut down.
Manual reset required.
b. When the manual selector switch at the starter is in the high position, the fan shall
run on high speed.
'~
c. When the manual selector switch at the starter is in the low position, the fan shall
run on low speed.
C. Control Sequences for Constant Volume Direct Expansion Units
1. Air Conditioning Unit with Space Thermostat Control
Units: AHU/ACCU-I
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a. When the unit thermostat on/off switch is placed in the off position, the temperature
controls shall be inactivated, the supply fan and condensing unit shall be off.
b. When the unit thermostat is placed in the on position and the system fan on/auto
switch is in the on position, the temperature controls shall be activated, and the fan
shall run continuously.
1) When the space temperature sensed by the space thermostat is above the
cooling set point, the condensing unit shall be on in cooling mode.
2) When the space temperature sensed by the space thermostat is below the
cooling set point, the condensing unit shall be off.
.-.:J
c. When the unit thermostat is placed in the on position and the system fan on/auto
switch is in the auto position, the temperature controls shall be activated.
"-....::J
I) When the space temperature sensed by the space thermostat is above the
cooling set point, the condensing unit shall be on in cooling mode, and the
supply fan shall be on.
2) When the space temperature sensed by the space thermostat is below the
cooling set point, the condensing unit shall be off, and the supply fan shall be
off.
d. The space thermostat shall have an adjustable set point. Set point shall be 850F.
PART 3 EXECUTION
3.01 INSTALLATION
A. The Contractor shall start up each piece of equipment and system and shall make all
adjustments so that the system is placed in proper operating condition.
B. The Contractor shall not install any equipment or materials until the Owner and Engineer have
approved all submittals. If any equipment or materials are installed prior to approval of the
submittals, it shall be at the Contractor's risk.
C. Equipment
:....3
1. Install equipment in accordance with manufacturer's recommendation. Provide piping and
ductwork connections in accordance with the requirements as specified elsewhere in this
Section.
D. Insulation - General
'""\
1. Do not apply insulation prior to testing and acceptance of piping, ductwork and/or
equipment. Insulation shall not be applied to damp or frosty surfaces. Clean dust, dirt,
grease and moisture from surfaces of pipe and ducts before applying insulation or
insulation adhesives. Install all insulation in a neat and workmanlike manner. Nameplates
and equipment certification and data tags affIXed to any piece of apparatus must remain .
exposed to view. Where two layers of insulation are used, stagger all joints both ways.
Secure each layer independently. Continue insulation through walls, partitions, floors and
pipe sleeves.
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2. The recommendations and instructions of the manufacturers of products used in the work
are hereby made part of this Section except as they may be superseded by other
requirements of this Section.
3. Adhesives, coatings and vapor barrier materials shall be applied as specified by the
manufacturer. Do not apply these materials when ambient temperature is above or below
the maximum and minimum ambient temperature respectively, specified as limits by the
manufacturer. In general, these limits are 90 degrees F and 40 degrees F, however, the
limitations are to be checked for each product.
4. All penetrations through a vapor barrier for hangers, instruments, etc, shall be sealed to
provide a complete vapor barrier. The use of staples or other fasteners that penetrate the
vapor barrier shall not be permitted.
5. Insulation systems that require a vapor barrier shall be installed with an intact vapor
barrier that covers the entire pipe, duct, or piece of equipment to be insulated. All edges
of insulation that do not abut another piece of insulation shall have the vapor barrier
extended, and sealed to the item being insulated. All penetrations through the insulation
such as for thermowells, test ports, dampers, nameplates, or other items shall have the
vapor barrier extend over the edges of the insulation and sealed to the item being
insulated. Where items are mounted on ductwork a standoff shall be provided to protect
the vapor barrier. The vapor barrier shall be sealed to the standoff.
6. For insulated items exceeding 100 square feet, or 20 feet in length, extend the vapor
barrier to the item being insulated to reduce the area or length within a single enclosed
area to the dimensions listed above.
E. Piping Insulation
I. Omit the specified insulation at pipe supports and substitute rigid insulation such as
cellular glass, calcium silicate, or expanded silica with a protective metal shield of a
thickness and length as specified in MSS Bulletin SP-69 Table 4. Secure the shield with
at least three II2-in aluminum bands. Where piping is supported by roller hangers
insulation saddles shall be installed. The space within the insulating saddles at pipe
hangers shall be filled with insulation.
2. Approved vaporseal adhesive shall be used to seal seams and to butt sections on all cold
piping if self sealing laps are not provided. The use of staples or any other fastening
method that would penetrate the vapor barrier will not be used on cold piping systems.
Staples may be used on hot piping systems where there is no potential for condensation.
. '1.
3. Apply insulation in thicknesses listed. Seal laps and joints using self-sealing laps or vapor
barrier tape. Lap in horizontal piping shall be at the top. Seal ends of insulation sections
at flanges, valves and fittings on 15-ft centers in straight pipe with vapor barrier coating
that extends from vapor barrier jacket to the piping. Seal all penetration of the vapor
barrier vapor tight.
4. Fittings shall be molded fiberglass or mitered sections of pipe insulation to provide the
same insulation value as required for straight piping. Seal PVC fitting covers, where
specified, with vaporseal adhesive. Wrap circumferential edges with vapor barrier tape.
Where preformed aluminum fitting covers are specified, apply a vapor barrier coating
reinforced with glass cloth directly to the insulation before installing the fitting cover.
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Install the vapor barrier in accordance with the coating manufacturer's instructions.
Attach aluminum fitting covers with aluminum draw bands with joints located to shed
water. Flange covers shall be designed for removal without damaging the pipe insulation.
5. Where possible, all insulation shall be continuous through wall and floor openings and
sleeves.
6. Insulation Thickness
Service
Pipe Size
Insulation Thickness
Condensation Drains
Refrigerant Piping
All Sizes
All Sizes
I-in
I-in
F. Piping
I. Pipe and Fittings
a. Install piping in a neat manner with lines straight and parallel or at right angles to
walls or column lines and with risers plumb. Run piping so as to avoid passing
through ductwork or directly under electric light outlets and/or interference with
other lines or extending beyond furring lines as determined by ArchitectUral
Drawings. Accomplish all work using the best methods and procedures of
recognized pipe fabrication in a good and workmanlike manner in accordance with
the latest revision of applicable ANSI Standards, ASME Codes and PFI Standards.
b. Cut pipe square, not upset, undersize or out of round Carefully ream ends and clean
before installing.
-'
c. Bending of pipe shall not be permitted. Use fittings for all changes in direction.
d. Do not remove end caps on pre-cleaned pipe until immediately before assembly.
Cap all open ends immediately after completion of installation.
e. Thoroughly clean all piping interiors after installation and keep them clean by
approved temporary closures on all openings until the system is put in service.
Closures shall be suitable to withstand the hydrostatic test.
2. Soldering (Copper Tubing)
t.-"l
a. After cutting, thoroughly clean all surfaces to be soldered to a metal-bright finish,
free from dirt, grease or other material before fluxing and soldering. Perform this
cleaning by using emery cloth, sandpaper or steel wool. Clean the outside end of the
tubing for a length of 1/2-in greater than the depth of the fitting. Clean the inside of
the fittings in a similar manner. Apply non-corrosive flux and assemble the joint.
Acid solder or acid flux will not be accepted.
b. Heat the surfaces to be joined slowly and uniformly to the melting point of the
solder. Maintain the surface being soldered above the melting point of the solder for
sufficient time to draw the solder completely into the joint. When the solder
congeals to a plastic state, remove the excess metal with a cloth brush, leaving a
fillet around the end of the fitting. Full penetration of the solder uniformly
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throughout the entire socket is required. Allow the soldered joints to cool in still air
until only warm to the hand, after which the work may be quenched.
c. Any type of crack, pinhole, area of incomplete penetration, or similar defect will not
be accepted. Peening for closing up defects shall not be permitted.
d. Use heating torches of sufficient size for heating of large fittings prior to soldering.
Multiple tips or ring burners for use on combination torches may be used.
e. Remove aU external and internal loose solder and flux after joint cools.
3. Refrigerant Piping
a. Before and during silver soldering refrigerant piping, purge the assembly of pipe and
fittings with dry nitrogen, to avoid formation of oxidation scale on inside of pipe
during soldering. .
b. Where specially prepared, Type R, cleaned or charged refrigerant piping is not
available for equipment interconnection, with the Engineer's approval, the following
procedure must be completed. Clean the interior of field assembled refrigerant
piping after joining in four steps as follows:
1) Draw a clean lintless cloth through the piping to remove coarse dirt and dust.
2) Draw clean lintless trichlorethylene saturated cloth through the piping until
cloth is not discolored with dirt.
3) Draw a clean cloth saturated with compressor oil through the piping.
4) Complete cleaning by drawing a clean, dry, lintless cloth through the piping.
c. Pressure test and charge immediately after cleaning.
FIELD TESTING
A.
Testing and Balancing
1. General - Test, adjust and balance all HV AC systems. If required by the Engineer, tests
shall be made during the progress of the work to demonstrate the strength, durability and
fitness of the installation. Furnish all instruments, ladders, lubricants, test equipment and
personnel required for the tests; including manufacturers representatives for testing and
start-up of all Contractor supplied equipment. Before testing and balancing, all systems
shall be cleaned as specified. Submit four copies of records of all tests, measurements,
settings of throttling devices and nameplate data to the Engineer.
2. Final Tests - Perform tests of aU systems as required by the Engineer prior to final
acceptance of the systems for the purpose of demonstrating satisfactory functional and
operating efficiency as well as adjustment. During this period, check the setting of all
automatic controls and take sufficient measurements to ensure that conditions are correct
and that capacities are adequate to meet the specified requirements. Systems will not be
considered complete until all tests have been concluded to the satisfaction ofthe Engineer
and all other parties having jurisdiction. In event of leakage or defects, repeat tests until
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all faults are corrected. Perform the general operating tests under as near design
conditions as possible.
3. Perform all testing, adjusting and balancing under the supervision of a qualified heating,
ventilating and air conditioning engineer employed by the air balance and testing agency.
Reporting forms for testing and balancing shall be as recommended by the AABC or
NEBB.
4. Coordination of the test shall be the responsibility of the balancing sub-contractor.
Access to the site, availability of service representatives, and tenant acquiescence will be
considered in the determination of both the testing schedule and the witnessed recheck of
the balancing.
..:.1
B. Piping Pressure Testing
'. ~
1. Pipe Testing Procedure
a. The equipment to which any piping system is attached shaU not be subject to any
line tests. Either remove or blank off items which may be damaged by the test
pressure. The test pressures apply to the piping materials as specified, but shall not
be assumed to apply to piping specialties, accessories, or equipment including safety
heads, rupture discs, relief valves, expansion joints, instruments or filters.
b. Prior to pressure testing, take the following precautions:
1) Do not apply insulation over piping prior to completion of testing.
2) Lines containing check valves shall have the source of test pressure located on
the upstream side. Set the control valves in the open position for the duration of
the test.
3) Block up all piping supported by springs temporarily to a degree sufficient to
sustain the test liquid load.
c. Test the piping system at the pressure indicated in the individual pipe material
specification section or 1-1/2 times normal working pressure, whichever is greater
for the respective systems. Leakage or loss of head will not be acceptable.
- .;;
2. Condensate Drains Testing
Test Press. Medium Duration Allowable Loss
10 Feet Column Water 2 hrs None
10 Inch Mercury Air 15 min. None
'1-
3. Refrigerant Piping Testing
Test Press. Medium Method
To suit Inert gas Electronic
Refrigerant used and refrigerant leak detector
-...--;.
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4. Following the completion of acceptable leak testing, evacuate and charge the completed
refrigeration system in accordance with the manufacturer's recommendations.
3.03 ADJUSTMENT
A. Start-Up and Temporary Operation
I. Properly maintain and service all equipment and systems until the particular equipment or
the system has been accepted by the Owner.
B. Balancing of Rotating Equipment
1. All machines shall be balanced both statically and dynamically by the manufacturer
within the limits of best commercial practices. The term machine, as used above, is to be
considered as any piece of equipment which contains rotating components. All machines
furnished shall have operating speed not exceeding 80 percent of the fIrst critical speed.
C. Painting
I. Repair of all defects, blemishes, holidays and the like apparent in manufacturer's coatings
and ensure that materials used for such repair shall match or be compatible with the
manufacturer's standard color, coatings and practices. Do not paint over nameplates.
2. Paint black the louver side of all louver blank off panels and the interiors of unlined
plenums and ductwork where connected to louvers.
3.04 CLEANING
A. Leave all piping, ductwork and equipment in a thoroughly cleaned condition. Thoroughly
flush all piping to remove all foreign materials prior to any cleaning procedure. All flushing
and cleaning shall be to the satisfaction of the Engineer. Furnish, install and remove all
temporary piping and equipment used in the cleaning and flushing operations.
B. Maintain all ductwork, fans, coils, air fIlters, outlets and other parts of the ductwork systems
in a clean condition during installation.
C. Clean complete ductwork systems prior to testing and air balancing. Secure cheesecloth over
all openings of the ductwork system for entrapment of dirt during the cleaning operation.
END OF SECTION
, ~l
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E. Disconnect and remove abandoned luminaries. Remove brackets, stems, hangers and other
accessories.
F. Disconnect electrical circuits in the way of demolition work and re-establish circuits to
remaining outlets, fixtures, equipment, etc. Disconnect electrical systems in walls, floors and
ceilings scheduled for removal.
G. Provide temporary wiring and connections to maintain existing systems in service during
construction. When work must be performed on energized equipment or circuits, use
personnel experienced in such operations.
H. New lighting shall be in place or safe lighting levels maintained for plant operation during the
construction peripd.
I. Repair adjacent construction and finishes damaged during demolition and extension work.
J. Where electrical systems pass through the demolition areas to serve other portions of the
premises, they shall remain or be suitably relocated and the system restored to normal
operation.
K. Coordinate outages in systems with the Owner. Where duration of proposed outage cannot be
allowed by the Owner, provide temporary connections as required to maintain service.
L. Removal and relocation of existing conduit, wire and equipment have not been detailed on the
Drawings. Survey the affected areas before submitting bid proposal.
M. Trace out existing wiring that is to be relocated, or removed and preform the relocation or
removal work as required for a complete operating and safe system.
N. Continuous service is required on all circuits and outlets affected by these changes, except
where the Owner will permit an outage for a specific time. Obtain Owner's consent before
removing any circuit from continuous service.
o. Remove exposed conduits, wireways, outlet boxes, pull boxes and hangers made obsolete by
the alterations, unless specifically designated to remain. Patch surfaces and provide stainless
steel blank covers for abandoned outlets which are removed.
P. All equipment, materials, controls, motor starters, branch and feeder breakers, panelboards,
transformers, wiring, raceways, etc, furnished and installed to temporarily keep circuits
energized shall be removed when the permanent installation is fully operational.
Q. Electrical Removal
'.1
1. All existing electrical equipment and fixtures to be removed shall be removed with such
care as may be required to prevent unnecessary damage, to keep existing systems in
operation and to maintain the integrity of the grounding systems.
2. Conduits and wires shall be abandoned or removed where shown. All wires in abandoned
conduits shall be removed, salvaged and stored. Abandoned conduits concealed in floor
or ceiling slabs or in walls, shall be cut flush with the slab or wall at the point of entrance.
The conduits shall be suitably plugged and the area repaired in a flush, smooth and
approved manner. Exposed conduits and their supports shall be disassembled and
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removed from the site. Repair all areas of work to prevent rust spots on exposed surfaces.
3. Wall switches, receptacles, and other miscellaneous electrical equipment, shall be
removed and disposed of off the site as required. Care shall be taken in removing all
equipment so as to minimize damage to architectural and structural members. Any
damage incurred shall be repaired.
R. Refer to Section 010 10 and Section 01014 for additional requirements.
1.19 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT
A. In general, it is intended that material and equipment indicated to be removed and disposed of
by the Contractor shall, upon removal, become the Contractor's property and shall be disposed
of off the site by the Contractor, unless otherwise directed by the Owner. Any fees or charges
incurred for disposal of such equipment or materials shall be paid by the Contractor. A receipt
showing acceptable disposal of any. legally regulated materials or equipment shall be given to
the Owner.
.. ~
B. Ballasts in each existing lighting fixture shall be assumed to contain PCB's unless specifically
marked with a label indicating "No PCBs". Remove ballasts from each lighting fIXture and
pack them in accordance with EP A PCB regulations. Ship ballasts in approved containers to
an EP A approved recycling facility and pay all shipping, packaging and recycle costs.
1.20 SAFETY REQUIREMENTS
A. The Contractor shall make every effort to keep all employees and/or subcontractors aware of
the danger inherent in working in dangerous proximity to the existing power lines. The
minimum recommended precautionary measures are as follows:
I. Make sure that all persons responsible for operating cranes, draglines and other mobile
equipment have a copy of, and are familiar with the State Department of Commerce
Regulations for Use of Cranes, Draglines and Similar Equipment Near Power Lines, as
well as the U.S. Department of Labor OSHA Regulations, before commencing operation
of said equipment.
2. Make sure that all cranes, draglines and other mobile equipment have attached to them
the black and yellow Department of Conunerce warning signs required by the said
Regulations of State Department of Commerce.
3. Warn all employees on the ground, new and old employees alike, of the danger of
holding on to or touching a cable or other piece of equipment or machinery that is located
or working close to any overhead power line.
'~
4. If, during the course of construction, it becomes necessary for the contractor, or
subcontractor, and their employees, to operate cranes, draglines, or their mobile
equipment, in dangerous proximity of any overhead power lines, or in such a manner that
such equipment might come close to any overhead power lines, the Contractor shall give
the Power Company or overhead power line owner prior notice of such proposedpoperation.
PART 2 PRODUCTS (NOT USED)
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PART 3 EXECUTION
3.01 SLEEVES AND FORMS FOR OPENINGS
A. Provide and place all sleeves for conduits penetrating floors, walls, partitions, etc. Locate all
necessary slots for electrical work and form before concrete is poured.
B. Exact locations are required for stubbing-up and terminating concealed conduit. Obtain shop
drawings and templates from equipment vendors or other subcontractors and locate the
concealed conduit before the floor slab is poured
C. Where setting drawings are not available in time to avoid delay in scheduled floor slab pours,
the Engineer may allow the installations of such conduit to be exposed Requests for this
deviation must be submitted in writing. No additional compensation for such change will be
allowed.
D. Seal all openings, sleeves, penetration and slots as specified in Section 16110.
3.02 CUTTING AND PATCHING
B.
e.
D.
E.
F.
G.
H.
I.
J.
3.03
'l
A.
6295-41350
A. Cutting and patching shall be done in a thoroughly workmanlike manner and be in compliance
with modifications and repair to concrete as specified in Section 01045. Sawcut concrete and
masonry prior to breaking out sections.
Core drill holes in existing concrete floors and walls as required.
Install worK at such time as to require the minimum amount of cutting and patching.
Do not cut joists, beams, girders, columns or any other structural members.
Cut opening only large enough to allow easy installation of the conduit.
Patching to be of the same kind and quality of material as was removed.
The completed patching worK shall restore the surface to its original appearance or better.
Patching of waterproofed surfaces shall render the area of the patching completely
waterproofed.
Remove rubble and excess patching materials from the premises.
When existing conduits are cut at the floor line or wall line, they shall be filled with grout of
suitable patching material.
INST ALLA TION
Any $ork not installed according to the Drawings and this Division or without approval by
the Engineer shall be subject to change as directed by the Engineer. No extra compensation
will be allowed for making these changes.
B. Electrical equipment shall at all times during construction be adequately protected against
mechanical injury or damage by water. Electrical equipment shall not be stored out-of-doors.
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.
Electrical equipment shall be stored in dry permanent shelters. If an apparatus has been
damaged, such damage shall be repaired at no additional cost. If any apparatus has been
subject to possible injury by water, it shall be replaced at no additional cost to the Owner, the
damaged unit(s) or systems shall remain on site and returned to the manufacturer after the
replacement unit(s) or systems have been delivered to the site. Under no circumstances will
electrical equipment damaged by water be rehabilitated or repaired, new equipment shall be
supplied and all cost associated with replacement shall be borne by the Contractor.
,'.;
C. Equipment that has been damaged shall be replaced or repaired by the equipment
manufacturer, at the Engineer's discretion.
D. Repaint any damage to factory applied paint ftnish using touch-up paint furnished by the
equipment manufacturer. The entire damaged panel or section shall be repainted per the field
painting requirements Section 09902, at no additional cost to the Owner.
-: :J
.. ;..
3.04 MANUFACTURERS SERVICE
A. Provide manufacturer's services for testing and start-up of the following equipment:
. -rJ
1. Variable Frequency Drives
(2 days I trip minimum)
B. Testing and startup shall not be combined with training. Testing and start-up time shall not be
used for manufacturers warranty repairs.
C. The manufacturers of the above listed equipment shall provide experienced Field Service
Engineer to accomplish the following tasks:
1. The equipment shall be visually inspected upon completion of installation and prior to
energization to assure that wiring is correct, interconnection complete and the installation
is in compliance with the manufacturer's criteria. Documentation shall be reviewed to
assure that all Drawings, operation and maintenance manuals, parts list and other data
required to check out and sustain equipment operation is available on-site.
Documentation shall be red-lined to reflect any changes or modiftcations made during the
installation so that the "as-built" equipment configuration will be correctly defmed. Spare
parts shall be inventoried to assure correct type and quantity.
2. The Field Service Engineers shall provide engineering support during the energization
and check-out of each major equipment assembly. They shall perform any calibration or
adjustment required for the equipment to meet the manufacturer's performance
specifications.
3. Upon satisfactory completion of equipment test, they shall provide engineering support
of system tests to be performed in accordance with manufacturer's test specifications.
:,-"
4. A fmal report shall be written and submitted to the Contractor within fourteen days from
completion of final system testing. The report shall document the inspection and test
activity, defme any open problems and recommend remedial action. The reports after
review by the Contractor shall be submitted to the Engineer.
3.05 TRAINING
A. Provide manufacturer's services for training of plant personnel in operation and maintenance
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of the equipment specified under Division 16.
1. Variable Frequency Drives
( 2 days I trip minimum)
B. The cost of training programs to be conducted with Owner's personnel shall be included in the
Contract Price. The training and instruction, insofar as practicable, shall be directly related to
the system being supplied.
C. Provide detailed O&M manuals to supplement the training courses. The manuals shall include
specific details of equipment supplied and operations specific to the project.
D. The training program shall represent a comprehensive program covering all aspects of the
operation and m&intenance including trouble-shooting of each system.
E. All training schedules shall be coordinated with and at the convenience of the Owner. Shift
training may be required to correspond to the Owner's working schedule. The training shall be
conducted with record "as-built" drawings sufficient for a class of eight personnel.
F. Within 120 days of contract award to the Contractor, submit an overview of the proposed
training plan. This overview shall include, for each course proposed:
I. An overview of the training plan.
2. Course title and objectives.
3. Prerequisite training and experience of attendees.
4. Recommended types of attendees.
5. Course Content - A topical outline.
6. Course Duration.
7. Course Location - Training center or jobsite.
8. Course Format - Lecture, laboratory demonstration, etc.
9. Schedule of training courses including dates, duration and locations of each class.
10. Resumes of the instructors who will actually implement the plan.
G. The Engineer will review the training plan submittal with the Owner.
3.06
POWER SYSTEM STUDY
, -l
A. Provide a complete system short circuit and selective coordination study as specified herein.
END OF SECTION
6295-41350
16000-19
8-04
lOF
.
screws. Terminal boxes shall be furnished with hinged doors, terminal mounting straps
and brackets (refer to Section 16191 for additional requirements.) Boxes shall be as
manufactured by Hoffman Engineering Co.; Lee Products Co.; ASCO Electrical Products
Co., Inc., or equal.
4. Cast aluminum boxes and fittings shall be copper free aluminum with cast aluminum
covers and stainless steel screws as manufactured by the Killark Electric Co..; Crouse-
Hinds Co.; Appleton Electric Co.; or equal.
5. Cast aluminum device boxes shall be Type FD. All cast aluminum boxes and fittings
shall be copper-free aluminum with cast aluminum covers and stainless steel screws as
manufactured by the Killark Electric Co.; Crouse-Hinds Co.; L. E. Mason Co. or equal.
6. Cast aluminum fittings (C's, T's, LB's, etc.) shall be of the mogul design (with rollers) as
manufactured by Appleton Electric Co.
7. Multi-Outlet Assembly
a. Multi-Outlet Assembly shall only be used where specifically indicated on the
drawings. The assembly enclosures shall consist of two piece, all steel or anodized
aluminum raceways which shall allow for field installation of wiring and standard
receptacles.
b. Multi outlet assemblies shall be UL Listed as a Multi-outlet assembly.
c. Raceway bases and removable covers shall be .040-in steel, minimum of2-l/8-in
high by 1-5/8-in deep. Entrance fittings shall be sized for 314-in conduit.
d. Raceways shall include all fittings, couplings, etc, for the complete installation of a
finished system.
e. Device covers shall be the 1702 Series by Walker, similar by Isoduct; Wiremold or
equal.
f. The multi-outlet assembly shall be the 1700 Series by Walker, similar by Isoduct;
Wiremold or equal.
8. Pedestal boxes for laboratory bench receptacles shall be cast aluminum, polished fmish,
single face with l/2-in NPT tapped inlet, single gang: J.A. Pink Catalog No. 800-A;
double gang: J.A. Pink Catalog No. 80 I-A, similar by Hubbell or equal.
9. Floor boxes shall be of the adjustable single gang, concrete tight type for installation in
concrete fill, Walker 800 Series, similar by Hubbell; Thomas & Betts Co. or equal.
, .~
10. Conduit hubs shall be of the grounding type as manufactured by Myers Electric Products,
Inc. or equal.
11. Conduit wall seals for new concrete walls below grade shall be O.Z./Gedney Co., Type
WSK; Spring City Electrical Manufacturing Co., Type WDP or equal.
12. Conduit wall seals for cored holes shall be Type CSML as manufactured by the
O.Z./Gedney Co. or equal.
6295-41350
16110-3
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.
13. Conduit wall and floor seals for sleeved openings shall be Type CSMI as manufactured
by the O.ZJGedney Co. or equal.
14. Combination expansion-deflection fittings embedded in concrete shall be Type XD as
manufactured by the Crouse-Hinds Co.; O.Z.lGedney Co.; Spring City Electrical Mfg.
Co. or equal.
15. Combination expansion-deflection fittings installed exposed shall be Type XJ as
manufactured by Crouse-Hinds Co.; O.Z. Gedney Co.; Spring City Electrical Mfg. Co. or
equal.
16. Explosion proof fittings shall be as manufactured by the Crouse-Hinds Co.; Appleton
Electric Co.; O.Z.lGedney Co. or equal.
17. Conduit sealing bushings shall be O.Z.lGedney, Type CSB or equal.
18. Elbows and couplings shall be aluminum.
19. Electrical metallic tubing fittings shall be of the steel, raintight, concrete-tight, insulated
throat (connectors), compression type as manufactured by the Appleton Electric Co.;
Crouse-Hinds Co. or equal.
H. Conduit Mounting Equipment
1. In dry indoor non-process areas, hangers, rods, backplates, beam clamps, channel,
fasteners, anchors, nuts, washers, etc., shall be hot-dipped galvanized steel.
2. 316 Stainless steel channel with 316 stainless steel hardware (hangers, rods, backplates,
beam clamps, fasteners, anchors, nuts, washers, etc.) shall be used in process areas, as
shown on the drawings, in areas designated "WET", "DAMP" and "CORROSIVE" on the
Drawings and in outdoor locations. All channel and hardware shall be resistant to the
chemicals present in the area in which it is used.
3. Expansion anchors (minimum 3/8" diameter) shall be equal to Kwik-Bolt as
manufactured by the McCullock Industries, Minneapolis, MI; Wej-it by Wej-it
Expansion Products, Inc., Bloomfield, CO; or Kwik-Bolt II as manufactured by the Hilti
Fastening Systems, Inc, Tulsa, OK. The length of expansion bolts shall be sufficient to
place the wedge portion ofthe bolt a minimum of I-in behind the steel reinforcement.
Apply anti-seize compound to all nuts and bolts. Supports installed without the approved
compound shall be dismantled and correctly installed, at no cost to the Owner.
1. Wall and Floor Slab Opening Seals
.~
1. Wall and floor slab openings shall be sealed with "FLAME-SAFE" as manufactured by
the Thomas & Betts Corp.; Pro Set Systems; Neer Mfg. Co.; Specified Technologies, Inc.
or equal.
J. Cold Galvanizing Compound
1. Cold galvanizing compound shall be 95% zinc rich paint as manufactured by ZRC
Products Company, a Division of Norfolk Corp. or equal.
6295-41350
1611 0-4
8-04
lOF
PART 3 EXECUTION
3.01 RACEWAY APPLICATIONS
3.02
A.
B.
C.
D.
'i-
3.03
A.
6295-41350
A. Except where otherwise shown on the Drawings, or specified, all wiring shall be in rigid
aluminum conduit.
B. Rigid aluminum conduit shall be used at all locations (underground and within structures) as
raceways for shielded process instrumentation wiring, shielded control wiring, data highway
wiring and I/O wiring.
C. Schedule 80 PVC conduit shall be used where shown on the Drawings and in chemical rooms,
chlorinator rooms and chlorine storage areas or areas designated "CORROSIVE" on the
Drawings.
D. Rigid aluminum conduit or Schedule 80 PVC shall be used underground where concrete
encasement is not called for or as specified in Paragraph 3.01B above. Where schedule 80
PVC is used all elbows shall be rigid aluminum.
E. PVC conduit shall be used for concrete encased underground duct banks except as specified in
Paragraph 3.0lB above and except as specified in Section 16600.
F. Electrical metallic tubing and fittings may be used only in NEMA I administration and office
areas. Electrical metallic tubing and fittings shall not be embedded in concrete, installed
outdoors, in process areas, shops, maintenance areas, electrical rooms, etc.
G. All conduit of a given type shall be the product of one manufacturer.
H. Any damaged conduit shall be removed and replaced without exception. Strap wrenches shall
be used for tightening conduits. Pipe wrenches, channel locks, chain wrenches, pliers, etc.,
shall not be used.
BOX APPLICA nONS
Unless otherwise specified herein or shown on the Drawings, all boxes shall be metal.
Exposed switch, receptacle and lighting outlet boxes and condulet fittings shall be cast
aluminum.
Concealed switch, receptacle and lighting outlet boxes shall be pressed steeL Welded seamed
boxes will not be permitted.
Terminal boxes, junction boxes and pull boxes shall have NEMA ratings suitable for the
location in which they are installed, as specified in Section 16000.
FIn:INGS APPLICATIONS
Combination expansion-deflection fittings shall be used where conduits cross structure
expansion joints. Refer to Structural Drawings for expansion joint locations. Provide bonding
jumpers around fittings.
16110-5
8-04
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.
B. Conduit wall seals shall be used where underground conduits penetrate walls or at other
locations shown on the Drawings.
C. Conduit sealing bushings shall be used to seal conduit ends exposed to the weather and at
other locations shown on the Drawings.
3.04 INSTALLATION
A. No conduit smaller than 3/4 inch electrical trade size shall be used, nor shall any have more
than the equivalent of three 90 degree bends in anyone run. Pull boxes shall be provided as
required or directed.
H.
I.
J.
,
K.
L.
6295-41350
B. No wire shall be pulled until the conduit system is complete in all details; in the case of
concealed work, until all rough plastering or masonry has been completed; in the case of
exposed work, until the conduit system has been completed in every detail.
C. The ends of all conduits shall be tightly plugged to exclude dust and moisture during
construction.
D. Conduit supports, other than for underground raceways, shall be spaced at intervals of 8-ft or
less, as required to obtain rigid construction.
E. Single conduits shall be supported by means of alwninum one-hole pipe clamps in
combination with alwninum one-screw back plates, to raise conduits from the surface.
Multiple runs of conduits shall be supported on trapeze type hangers with steel horizontal
members and threaded hanger rods. The rods shall be not less than 3/8-in diameter. Surface
mounted panel boxes, junction boxes, conduit, etc, shall be supported by spacers to provide a
minimum of 112-in clearance between wall and equipment.
F. Conduit hangers shall be attached to structural steel by means of beam or channel clamps.
Where attached to concrete surfaces, concrete expansion anchors shall be provided.
G. All conduits on exposed work, within partitions and above suspended ceilings, shall be run at
right angles to and parallel with the surrounding wall and shall conform to the form of the
ceiling. No diagonal runs will be allowed. Bends in parallel conduit runs shall be concentric.
All conduit shall be run perfectly straight and true.
Conduit terminating in pressed steel boxes shall have double locknuts (aluminum) and
insulated grounding bushings.
Conduit terminating in gasketed enclosures shall be terminated with grounding type conduit
hubs.
Conduits containing equipment grounding conductors and terminating in sheet steel boxes
shall have insulated throat grounding bushings with lay-in type lugs.
Cond.uits shall be installed using threaded fittings unless otherwise specified herein.
Liquidtight flexible metal conduit shall be used for all motor terminations, tbe primary and
secondary of transformers, generator terminations and other equipment where vibration is
present.
16110-6
8-04
10F ·
M. Flexible couplings shall be used in hazardous locations for all motor terminations and other
equipment where vibration is present.
N. Aluminum fittings and boxes shall be used with aluminum conduit. Aluminum conduit shall
not be imbedded in concrete containing chlorides, unwashed beach sand, sea water, or coral
bearing aggregates. Aluminum conduit shall be isolated from other metals with heat shrink
tubing (Raychem or equal) or plastic-coated hangers. Strap wrenches shall be used for
tightening aluminum conduit. Pipe wrenches, channel locks, chain wrenches, pliers, etc. shall
not be used.
o. All threads on aluminum conduit and fittings shall be cleaned and coated with ONo-OxideO
compound before installing.
P. Aluminum conduit installed in concrete or below grade shall be completely covered with two
(2) coats ofbitumastic paint or with heat shrink. tubing (Raychem or equal).
Q. Where conduits pass through openings in walls or floor slabs, the remaining openings shall be
sealed against the passage of flame and smoke.
R. PVC conduit to non-metallic and metallic box connections shall be made with sealing rings,
with a stainless steel retainer as manufactured by Thomas & Betts Co.
S. Conduit ends exposed to the weather shall be sealed with conduit sealing bushings.
T. Expansion fittings shall be used on exposed runs ofPVC conduit where required for thermal
expansion. Installation and number of fittings shall be as provided per the NEC and approved
by the PVC conduit manufacturer.
U. All conduit entering or leaving a motor control center, switchboard or other multiple
compartment enclosure shall be stubbed up into the bottom horizontal wireway or other
manufacturer designated area, directly below the vertical section in which the conductors are
to be terminated.
V.
W.
x.
Y.
z.
. .~
Conduit sealing and drain fittings shall be installed in areas designated as NEMA 7.
Spare conduits and conduit stubouts for future construction shall be provided with threaded
PVC end caps at each end.
No unbroken run shall exceed 300 feet in length. This length shall be reduced by 75 feet for
each 90 degree elbow.
Aluminum conduit entering manholes and below grade pull boxes shall be terminated with
grounding type bushings and connected to a 3/4" x 10' rod with a #6 bare copper wire.
Underground circuits shall be installed directly to the respective motor control centers,
lighting panels, etc., except stainless steel pull boxes shall be wall mounted on structures to
elimipate excessive bends. With prior written approval, below grade pull boxes may be used.
Splices shall not be made in above or below grade pull boxes unless otherwise indicated on
the plans and approved in writing by the Engineer.
AA. AU conduits shall have a 4-inch concrete housekeeping pad at aU slab and grade penetrations.
The housekeeping pad shall have 45 degree, 3/4-inch chamfer at all exposed edges.
6295-41350
16110-7
8-04
lOF
.
BB. All risers from underground, concrete pads, floors, etc. shall be provided with heat shrink
tubing (Raychem Co. or equal) from a point I foot-O-inch below bottom of slab or grade to a
point not less than 6 inches above grade or surface of slab.
CC. Existing conduits are to be reused only where specifically noted on the drawings. Mandrels
shall be pulled through all existing conduits which will be reused and through all new conduits
2-in in diameter and larger prior to installing conductors.
DD. 3/16-in polypropylene pull lines shall be installed in all new conduits noted as spares or
designated for future equipment.
EE. Where no size is .indicated for junction boxes, pull boxes or terminal cabinets, they shall be
sized in accordance with the requirements ofNEC Article 314.
FF. Conduits shall not cross pipe shafts, access hatches or vent duct openings. They shall be
routed to avoid such present or future openings in floor or ceiling construction.
00. The use of running threads is prohibited. Where such threads are necessary, a 3-piece cast
aluminum union shall be used.
llli. Conduits passing from heated to unheated spaces, exterior spaces, refrigerated spaces, cold air
plenums, etc, shall be sealed with "Duxseal" as manufactured by Manville or seal fitting to
prevent the accumulation of condensation.
II. All field cut ends of hot dipped galvanized mounting channel shall be cleaned and painted
with cold galvanizing compound before installation.
11. All underground control and instrumentation conduits shall be separated from power conduits
by a minimum of 12 inches unless specifically noted otherwise. Crossing of control and
instrumentation conduits with power conduits shall be kept to a minimum and where they
must cross they shall cross at 90 degree angles.
KK. All underground conduits shall have a caution tape with a metallic tracer placed 6" above and
along the entire length of the underground conduit.
END OF SECTION
t -~
6295-41350
16110-8
8-04
lOF ·
SECTION 16120
WIRES AND CABLES
PART I GENERAL
1.01
A.
-..... B.
1.02
A.
B.
C.
1.03
A.
SCOPE OF WORK
Furnish, install and test all wire, cable and appurtenances as shown on the Drawings and as
specified herein.
Install data high~ay, fiberoptic, coaxial and I/O cables furnished under Division 13.
SUBMITTALS
Submit to the Engineer, in accordance with Section 01300, samples of proposed wire. Each
sample shall have the size, type of insulation and voltage stenciled on the jacket.
Approved samples will be sent to the project location for comparison by the Resident
Engineer with the wire actually installed.
Installed unapproved wire shall be removed and replaced at no additional cost to the Owner.
DELIVERY, STORAGE AND HANDLING
PART 2 PRODUCTS
Carefully handle all conductors to avoid kinks and damage to insulation.
2.0 I GENERAL
A. Wires and cables shall be of annealed, 98 percent conductivity, soft drawn copper.
B. All conductors shall be stranded, except that lighting and receptacle wiring may be solid.
C. Except for control, signal and instrumentation circuits, wire smaller than No. 12 A WG shall
not be used.
2.02 MATERIALS
D. All wire of a given type shall be the product of a single manufacturer.
..~
6295-41350
A. 600 Volt or Less Wire and Cable
I. Wire for lighting, receptacles, and other circuits not exceeding 150 volts to ground shall
be NEC type XHHW. Below grade and underground the wire shall be type XHHW.
2. Wire for circuits over 150 volts to ground shall be NEC type XHHW for sizes 4/0 A WG
and smaller, and shall be NEC type RHW for sizes 250 MCM (kcmil) and larger.
3. Wire for control circuits shall be #14 AWG minimum NEC type XIllIW stranded.
16120-1
8-04
10F ·
4. Equipment grounding conductors shall be installed in all raceways. Conductors shall be
NEC type THW, green and sized per NEC Table 250-122. Ground grid conductors shall
be uninsulated unless shown otherwise on the Drawings.
5. Types XHHW, RHW and THW wire shall be as manufactured by the Southwire Co.,
Pirelli Cable Corp., Okonite Co., or equal.
6. Multi-conductor control cable shall be stranded, #14 A WG, 600 V, cross-linked
polyethylene insulated w/PVC jacket. Type "XLP" as manufactured by the Southwire
Co., American Insulated Wire Corp., or equal.
2.03 INSTRUMENTATION WIRE
A. Process instrumentation wire shall be twisted pair, 600 V, cross linked polyethylene insulated,
aluminum tape shielded, polyvinyl chloride jacketed type "XLP" as manufactured by the
Rockbestos Co., or equal.
B. Cable for 4-20 mA instrumentation, potentiometer, RID and similar analog circuits shall be
multi-conductor twisted and shielded.
1. Single pair cable:
a. Conductors: 2 No. 16 A WG stranded and twisted
b. Insulation: XLP
c. Shield: 100 percent tape with drain wire
d. Jacket: PVC with UL and manufacturers identification
2. Three conductor (triad) cable:
a. Conductors: 3 No. 16 A WG stranded and twisted
b. Insulation: XLP
c. Shield: 100 percent tape with drain wire
d. Jacket: PVC with UL and manufacturers identification
3. Multiple pair cables (where shown on the Drawings):
a. Conductor: Multiple 2 No. 16 A WG stranded and twisted
b. Insulation: XLP
'\
c. Shield: Individual pairs and overall shielded with 100 percent tape and drain wire
d. Jacket: PVC with UL manufacturers identification
2.04 TERMINATIONS AND SPLICES (POWER CONDUCTORS)
6295-41350
16120-2
8-04
lOF ·
A. Unless otherwise indicated on the plans, no splices may be made in the cables without prior
written approval of the Engineer. Where splicing is approved, then splicing material shall be
approved by the Engineer and cable manufacturer. Splicing materials for all 600 volt splices
shall be made with long barrel tin plated copper compression (hydraulically pressed)
connectors and insulated with heavy wall heat shrinkable tubing. The conductivity of all
completed connections shall be not less than that of the uncut conductor. The insulation
resistance of all completed connections of insulated conductors shall be not less than that of
the uncut conductor.
B. 600 volt wire lugs shall be tin plated copper, long barrel compression type (hydraulically
pressed) for wire sizes No.8 A WG and larger. Lugs for No. lOA WG and smaller wire shall
be locking spade type with insulated sleeve. Lugs shall be as manufactured by the Thomas and
Betts Co., or equ.al.
2.05 TERMINATION AND SPLICES (CONTROL CONDUCTORS)
A. Unless otherwise indicated on the plans, no splices may be made in the cables without prior
written approval of the Engineer. Where splicing is approved, then splicing material shall be
approved by the Engineer and cable manufacturer. Splicing materials and installation shall be
as required by the Engineer. The conductivity of all completed connections shall be not less
than that of the uncut conductor. The insulation resistance of all completed connections of
insulated conductors shall be not less than that of the uncut conductor.
B. Termination connectors shall be of the expanded vinyl insulated locking fork-end (upturned
leg ends) type as manufactured by Ideal Industries; 3M Co.; Panduit Corp. or equal.
2.06 TERMINATIONS (INSTRUMENTATION CABLES)
A. Termination connectors shall be of the expanded vinyl insulated locking fork-end (upturned
leg ends) type as manufactured by Ideal Industries; 3M Co.; Panduit Corp. or equal.
2.07 MOTOR CONNECTIONS
A. For wire sizes #8 A WG and larger, long barrel tin plated copper compression (hydraulically
pressed) type connections (Burndy Co., or equal) shall be installed on the branch circuit wires
and the motor leads. Bolted connections shall utilize products which are rated for vibration
applications (bolt, nut and spring washer). All connections shall be insulated with heavy duty
heat shrinkable material (Raychem Corp. or equal).
2.08 WIRE AND CABLE MARKERS
A. Wire and cable markers shall be type written, heat shrinkable type as manufactured by the
W.H. Brady Co., Thomas & Betts Co., 3M Co., or equal.
B. Wire and cables with diameters exceeding the capacity of the heat shrinkable markers shall be
l-~ marked with pre-printed, self-adhesive vinyl tapes as manufactured by the W.H. Brady Co.,
Panduit Corp., or equal.
2.09 WALL AND FLOOR SLAB OPENING SEALS
A. Wall and floor slab openings shall be sealed with "FLAME-SAFE" as manufactured by the
Thomas & Betts Corp. or equal.
6295-41350
16120-3
8-04
10F ·
PART 3 EXECUTION
3.01 INSTALLATION
A. Uniquely identify all wires, cables and each conductor of multi-conductor cables (except
lighting and receptacle wiring) at each end with wire and cable markers.
B. Use lubrications to facilitate wire pulling. Pulling compound shall be nontoxic, nonflammable,
noncombustible and noncorrosive. The material shall be UL listed and compatible with the
cable insulation and jacket
C. All wire and cable shall be continuous and without splices between points of connection to
equipment te~als, except a splice will be permitted by the Engineer if the length required
between the points of connection exceeds the greatest standard shipping length available from
the manufacturer specified or approved by the Engineer as the manufacturer of the particular
item or wire and cable. '
. ~
D. Seal openings in slabs and walls through which wires and cables pass.
E. Steel fish tapes and/or steel pulling cables shall not be used in PVC conduit runs.
F. Pull cable from direction that requires the least tension.
G. Feed cable into raceway with zero tension and without cable crossover at raceway entrance.
H. Use a feed-in tube and sheave designed for cable installation. Use sheaves with radii that
exceed the cable manufacturer's recommended minimum bending radius.
I. Use a dynamometer and constant velocity power pulling. Velocity should not be less than 15-
ft.lmin or more than 50-ftImin. Do not exceed the cable manufacturer's maximum
recommended tension.
J. If cable cannot be terminated immediately after installation install heat shrinkable end caps.
K Fireproof exposed cables in manholes, vaults, pullboxes, switchgear and other areas not
protected by conduit where medium voltage cables are present. Use fire-proofing tape and
glass tape in accordance with the manufacturer's instructions. Fire-proofmg tape shall be with
one half-lapped layer of Scotch Brand 77 Electric Arc and Fireproofing Tape by 3M Corp. or
equal. Tape shall be secured with a two-layer band of Scotch Brand 69 Glass Electrical Tape
by 3M Corp. or equal over the last wrap.
L. Uniquely identify all cable at supply and receiving ends and in all manholes, handholes or
pullboxes. Use embossed brass tags and tywrap fasteners.
M. Hydraulically or manually operated cable benders shall not be used unless approved in writing
by the Engineer.
N. Instrumentation cables shall be installed in rigid steel conduits as specified. All circuits shall
be installed as twisted pairs or triads. In no case shall a circuit be made up using conductors
from different pairs or triads. Triads shall be used wherever three w.ire circuits are required.
6295-41350
16120-4
8-04
10F ·
O. Install shielded instrumentation wire from terminal to terminal with no splicing at any
intermediate point. Shielded instrumentation wire, coaxial, data highway, I/O and fiberoptic
cables shall be run without splices between instruments, terminal boxes, or panels.
P. Terminal blocks shall be provided at all instrument cable junctions, and all circuits shall be
identified at such junctions.
Q. Ground shielding on instrumentation wire at one end only as recommended by the instrument
manufacturer and isolated at all other locations. Terminal blocks shall be provided for
inter-connecting shield drain wires at all junction boxes. Where individual circuit shielding is
required, each shield circuit shall be provided with its own terminal block.
R. Install shielded instrumentation wire in conduit and pull boxes that contain only shielded
instrumentation wire. Instrumentation cables shall be separated from all other (i.e. power,
control, etc.) cables in manholes.
S. All shielded cable terminations at each end shall be provided with heat shrinkable tubing
placed over the exposed shield and conductors. The tubing shall extend 1" minimum over the
jacket end and extend WI minimum from the jacket end over the exposed conductors.
3.02 WIRE COLOR CODE
A. All wire shall be color coded or coded using electrical tape in sizes where colored insulation is
not available. Where tape is used as the identification system, it shall be applied in all junction
boxes, manholes and other accessible intermediate locations as well as at each termination.
B. The following coding shall be used:
System Wire Color
240/120 Volts Neutral White
Single-Phase, 3 Wire Line I Black
Line 2 Red
208Y1l20, Volts Neutral White
3 Phase, 4 Wire Phase A Black
Phase B Red
Phase C Blue
240/120 Volts Neutral White
3 Phase, 4 Wire Phase A Black
delta, center tap Phase B (High) Orange
ground on phase Phase C Blue
coil A-C
.~ 480Y1277 Volts Neutral White
3 Phase, 4 Wire Phase A Brown
Phase B Orange
Phase C Yellow
Control (Individual Condu.::tors) AC Red
DC Blue
6295-4 1350 16120-5 8-04
lOF
.
3.03 FIELD TESTING
A. All wiring shall be tested by an independent testing company at no additional cost to the
Owner. Coordinate with Owner for list of approved testing companies.
B. Test all 600 volt wire insulation with a megohm meter after installation and prior to
termination. Make tests at not less than 1000 volts DC. Submit a written test report of the
results to the Engineer. Notify Engineer in writing 48 hours prior to testing.
C. Field testing and commissioning shall be done in accordance with the latest revision of the
"Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems"
published by the InterNational Electrical Testing Association (NETA Standard ATS-1999)
unless otherwise .modified by this Section. Minimum wire insulation resistance shall not be
less than 250 Megohms.
D. All service conductors shall be tested as in paragraph A above with the Engineer' present.
E. Any physical damage to wires or cables, prior to testing, and all wires and/or cables with a
wire insulation resistance below the testing requirement, shall be removed and replaced with
new wire or cable. There shall not be any additional cost to the Owner.
END OF SECTION
, -\
6295-41350
16120-6
8-04
SECTION 16150
10F '
MOTORS
PART 1 GENERAL
1.01 SCOPE OF WORK
A. All motors shall be furnished as called for in other Sections of these Specifications and shall
be in conformance with the requirements of this section.
1.02 QUALIFICATIONS
A. Routine tests shall be performed on representative motors, and shall include the information
described on NEMA MGI-12.54 "Report of Test Form for Routine Tests on Induction
Motors". Efficiency shall be determined in accordance with IEEE Publication No. 112,
Method B. Power factor shall be measured on representative motors.
1.03 SUBMITTALS
A. Submittal of motor data for acceptance shall include complete nameplate data and test
characteristics in accordance with NEMA Standard MG 1-12 .54 "Report of Test Form for
Routine Tests on Induction Motors" and, in addition, the following for motors typical of the
units furnished:
1. Efficiency at Y2, y.. and full load
2. Power factor at Y2, y.. and full load
3. Motor outline, dimensions and weight
4. Descriptive bulletins, including full description of insulation system
5. Bearing design data
6. Special features (i.e., space heaters, temperature detectors, etc.)
7. Power factor correction capacitor rating and type.
B. The motor manufacturer shall submit to the Engineer as provided in Section 01300, certified
dimension prints showing nameplate data and outline dimensions within three weeks of the
date they receive the order.
'""i
C. Guarantee: All equipment furnished and installed under this Section shall be guaranteed
against defects of workmanship, materials and proper installation for a period of one (1) year
from date of acceptance. All such equipment or parts proven defective, due to the above noted
caus~s, shall be replaced in the machines by the Contractor at no expense to the Owner.
D. Provide equipment warranty in accordance with Section 01740.
1.04 REFERENCE STANDARDS
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.
A. Institute of Electrical and Electronics Engineers (IEEE)
B. National Electrical Manufacturers Association (NEMA)
C. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
PART 2 PRODUCTS
2.01 GENERAL
A. Unless otherwise noted, all motors Y2 through 100 horsepower shall be rated 230/460 volt, 3
phase, 60 Hertz ~.C.; motors 125 horsepower and above shall be rated 460 volt, 3-phase, 60
Hertz, and motors below Y2 horsepower shall be rated 115/230 volt, 1 phase, 60 Hertz AC.
B. All motors used with variable frequency drives shall be rated for inverter duty arid shall be in
accordance with NEMA MG 1-1993 REV 1, Part 31.
C. All motors shall be built in accordance with current NEMA, IEEE, ANSI and AFBMA
standards. Motors shall be of the type and quality described by this Section and other
Divisions of the Specifications, and/or as shown on the Drawings, fully capable of performing
in accordance with Manufacturer's nameplate rating, and free from defective material and
workmanship.
2.02 RATINGS
A All motors shall be sufficient size for the duty to be performed and shall not exceed their full-
rated load when the driven equipment is operating at specified capacity and over the
operational range. Unless otherwise noted, motors driving pumps, blowers, etc. shall not be
overloaded at any head or discharge condition. The motor shall not be required to deliver more
than its rated nameplate horsepower, at the 1.0 service factor, under any condition of
mechanical or hydraulic loading (i.e. although a 1.15 service factor is required, it may not be
used under any condition).
B. Each motor shall develop ample torque for its required service throughout its acceleration
range at a voltage 10 percent below nameplate rating. Where shown on the Electrical
Drawings to be operated on a reduced voltage starter, the motor shall develop ample torque
under the conditions imposed by the reduced voltage starting method.
c. All motors shall be continuous time rated suitable for operation in a 40 degrees C ambient
unless noted otherwise.
D. Specific motor data such as Hp, rpm, etc., is specified under the detailed specification for the
equipment with which the motor is supplied.
,.~ 2.03
NAMEPLATES
A The motor manufacturer's nameplates shall be engraved or embossed on stainless steel and
fastened to the motor frame with stainless steel screws or drive pins. Nameplates shall indicate
clearly all of the items of information enumerated in NEMA Standard MGI-I0.38 or
MGI-20.60, as applicable.
2.04 CONDENSATION HEATERS
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SECTION 16110
RACEWAYS, BOXES, FITTINGS AND SUPPORTS
PART 1 GENERAL
1.01 SCOPE OF WORK
A. Furnish and install complete raceway systems as shown on the Drawings and as specified
herein.
1.02 RELATED WORK
A. Refer to Section 16600 for additional requirements.
1.03 SUBMlIT ALS
A. Submit to the Engineer, in accordance with Section 01300, the manufacturers' names and
product designation or catalog numbers with cut-sheets of all materials specified. Indicate in
the submittal, the areas where specific materials are used.
PART 2 PRODUCTS
2.01 MATERIALS
A. Rigid Aluminum Conduit
1. Rigid aluminum conduit shall be 6063 alloy and shall be as manufactured by New Jersey
Aluminum Corp.; Reynolds Aluminum International Services Inc.; Alumax Extrusions,
Inc; V A W of America, Inc. or equal.
2. Rigid aluminum conduit shall be for use under the provisions ofNEC Article 346.
B. Electrical Metallic Tubing
I. Electrical metallic tubing shall be hot-dipped galvanized steel as manufactured by the
Allied Tube and Conduit Corp.; Triangle PWC Inc.; Wheatland Tube Co.; Bridgeport or
equal.
2. Electrical metallic tubing shall be for use under the provisions ofNEC Article 348.
C. Rigid Nonmetallic Conduit
.~
1. PVC conduit shall be rigid polyvinyl chloride schedule 80 as manufactured by Carlon;
An Indian Head Co.; Cantex; Queen City Plastics or equal.
2.rVC conduit used in underground concrete encased duct banks shall be rigid polyvinyl
chloride Type DB as manufactured by Carlon; An Indian Head Co.; Cantex; Queen City
Plastics or equal.
3. PVC conduit shall he for use under the provisions ofNEC Article 347.
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D. Liquidtight Flexible Metal Conduit, Couplings and Fittings
I. Liquidtight flexible metal conduit shall be Sealtite, Type UA, manufactured by the
Anaconda Metal Hose Div.; Anaconda American Brass Co.; American Flexible Conduit
Co., Inc.; Universal Metal Hose Co. or equal.
2. Fittings used with liquidtight flexible metal conduit shall be of the 3-piece screw-in type
malleable iron as manufactured by the O.Z. Gedney Co. or equal.
3. Liquidtight flexible metal conduit shall be for use under the provisions ofNEC Article
351.
E. Flexible Metallio Tubing
1. Flexible metallic tubing shall be for use under the provisions ofNEC Article 349.
2. Flexible metallic tubing shall be hot-dipped galvanized steel strips shaped into
interlocking convolutions fmnly joined to one another assuring a complete lock similar to
Tristeel as manufactured by Triangle - PWC, Inc. or equal.
'..Y
3. Flexible metallic tubing shall be used only indoors for connection to lighting ftxtures in
NEMA 1 administration and office areas.
4. Furnish and install insulated bushings at terminations for conductor protection.
F. Flexible Couplings
1. Flexible couplings shall be type ECGrn as manufactured by the Crouse-Hinds Co.;
Appleton Electric Co.; Killark Electric Manufacturing Co. or equal.
G. Boxes and Fittings
1. Pressed steel switch and outlet boxes shall be hot-dipped galvanized with hot-dipped
galvanized tile rings as manufactured by the Raco Manufacturing Co.; Adalet Co.; O.Z.
Manufacturing Co. or equal.
t-'\.
~
2. NEMA 1 and NEMA 12, junction boxes, pull boxes etc., shall be sheet steel unless
otherwise shown on the Drawings. Boxes shall be galvanized and have continuously
welded seams. Welds shall be ground smooth and galvanized. Box bodies shall be
flanged and shall not have holes or knockouts. Box bodies shall not be less than 14 gauge
metal and covers shall not be less than 12 gauge metal. Covers shall be gasketed and
fastened with stainless steel screws. Terminal boxes shall be furnished with hinged doors,
terminal mounting straps and brackets (refer to Section 16191 for additional
requirements). Boxes shall be as manufactured by Hoffman Engineering Co.; Lee
Products Co.; ASCO Electrical Products Co., Inc., or equal. All boxes shall be shop
primed and painted by the box manufacturer.
3. NEMA 4X stainless steel, junction boxes and pull boxes shall be 316 stainless steel with
316 stainless steel hardware and gasketed covers. Boxes shall have continuously welded
seams and welds shall be ground smooth. Box bodies shall be flanged and shall not have
holes or knockouts. Box bodies shall not be less than 14 gauge metal and covers shall not
be less than 12 gauge metal. Covers shall be gasketed and fastened with stainless steel
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A. Condensation heaters, where specified herein or under the detailed mechanical specifications
shall be ofthe cartridge or flexible wrap around type installed within the motor enclosure
adjacent to core iron. Heaters shall be rated for 120 Volt, single phase with wattage as
required. The heater wattage and voltage shall be embossed on the motor nameplate.
2.05 WINDING TEMPERATURE DETECTORS
A. Winding temperature detectors, unless specified otherwise herein shall be a factory installed,
embedded, bi-metallic switch type with leads terminating in the main conduit box. This device
shall protect the motor against damage from overheating caused by single phasing, overload,
high ambient temperature, abnormal voltage, locked rotor, frequent starts or ventilation
failure. The swit,?h shall have normally open contacts. Not less than three detectors shall be
furnished with each motor.
B. All motors operating with variable frequency drives shall be equipped with winding
temperature detectors.
2.06 POWER FACTOR CORRECTION CAPACITORS
A. The operating power factor of the motors shall range from 93 to 95 percent at full load and 95
to 98 percent when partially loaded. The capacitor current shall not exceed the motor no-load
magnetizing current.
B. Capacitors shall be oil insulated or dry type (600 volt capacitors shall be of the dry type) with
three high interrupting capacity current limiting integral fuse protection, blown fuse
indicators, and discharge resistor and shall be hermetically sealed in steel enclosures. The
insulating medium shall be nonflammable and meet the U.S. Environmental Protection
Agency Standards. Covers shall be gasketed, bolt-on type. Capacitors shall be UL listed and
NEMA rated and tested. Oil insulated type shall be non-PCB dielectric, biodegradable and
low toxicity.
C. Units shall be designed to provide power factor correction in applications subject to the effects
of harmonics as required for each installation. Where required, units shall consist of power
factor correction capacitors as specified above and equipped with series inductors. The units
shall be tuned to just below the 5th harmonic frequency on systems with predominately 3
Phase loads. Inductors shall have low flux density and distributed gaps, copper windings,
brazed connections, winding varnish impregnated and baked, Class 220 degrees C insulation
with 80 degrees Crise.
2.07 THREE PHASE INDUCTION MOTORS
A. Motors 50 horsepower and larger shall have a 120-volt space heater for moisture control.
'1
B. Unless specifically noted in other Sections of these Specifications, all motors shall have
mininmm efficiencies as listed below:
Horsepower
NEMA Nominal
Efficiencv. %
1-2
3-5
84.0
88.5
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.
7 -1/2
10
15
20
25
30
40-50
60-100
Over 100
89.5
90.2
91.0
92.0
92.2
92.4
94.0
94.5
95.0
C. All motors 100 horsepower and larger shall be furnished with power factor correction
capacitors located in the motor starter enclosure as outlined in Sections 16480. The motor
manufacturer sh&ll provide suitable capacitors to the motor control center manufacturer unless
otherwise noted. Power factor correction capacitors shall be provided only for the high-speed
winding on a 2-speed motor. Power factor correction capacitors shall not be required for
motors operating on variable frequency drives.
2.08 CONSTRUCTION
A. General:
1. All drip-proof and weather protected Type I and Type II motors shall have epoxy
encapsulated windings. Totally enclosed motors shall be provided with an upgraded
insulation by additional dips and bakes to increase moisture resistance and shall not be
encapsulated. Motors for outdoor service shall have vacuum pressure impregnated (VPI)
epoxy insulation for moisture resistance. Two speed motors shall be of the two winding
type.
2. Squirrel-cage rotors shall be made from high-grade steel laminations adequately fastened
together and to the shaft, or shall be cast aluminum or bar-type construction with brazed
end rings.
3. All motors shall be of the premium efficiency and high power factor type. All motors
shall be the corrosion resistant type conforming to motors designated as DCorro-DutyD
by U.S. Motors or equal.
4. Vertical motors shall be hollow or solid shaft as required by the equipment furnished
under other Sections of these Specifications.
5. Totally enclosed non-ventilated (TENV) motors shall include the same ratings and
accessories as specified for TEFC motors. Explosion-proof motors shall be UL listed and
FM approved for Class 1, Division 1 hazardous areas.
B. Low Voltage, Three Phase Motors:
, 'l
1. Motors shall be of the squirrel-cage induction type. Horizontal, vertical solid shaft,
vertical hollow shaft, normal thrust and high thrust types shall be furnished as called for
on the Drawings and as specified in other Sections of these specifications. Motors shall
be of the type and quality described by these Specifications, and/or as shown on the
schedule on the Drawings, fully capable of performing in accordance with Manufacturer's
nameplate rating, and free from defective material and workmanship.
2. Motors shall have normal or high starting torque (as required), low starting current (not to
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exceed 650 percent full load current), and low slip.
3. Unless otherwise specified, motors shall be totally enclosed fan-cooled construction with
a 1.15 service factor at the Class B Temperature-Rise.
4. The output shaft shall be suitable for direct connection or belt drive as required.
5. Motors shall have a Class F non-hygroscopic insulation system but shall be limited to
Class B Temperature-Rise, at 1.15 service factor.
6. All motors shall have a final coating of chemical resistant corrosion and fungus
protective epoxy fortified enamel finish sprayed over red primer over all interior and
exterior surfaces. Stator bore and rotor of all motors shall be epoxy coated.
7. All fittings, bolts, nuts, and screws shall be plated to resist corrosion. Bolts and nuts shall
have hex heads.
8. All machine surfaces shall be coated with rust inhibiter for easy disassembly.
9. Conduit box shall be split from top to bottom and shall be capable of being rotated to four
90 degree positions. Synthetic rubber-like gaskets shall be provided between the frame
and the conduit box and sealed with a non-wicking, non-hygroscopic insulating material.
A frame mounted pad with drilled and tapped bole, not less than 1/4-inch diameter, shall
be provided inside the conduit box for motor frame grounding. All motor conduit boxes
shall be provided with the correct number of conduit openings sized as indicated on the
drawings. Boxes shall be suitably sized for conductor bending and terminations.
10. Totally enclosed motors shall be provided with condensate drain hole and epoxy coated
motor windings to protect against moisture.
II. Nameplates shall be stainless steel. Lifting lugs or "0" type bolts shall be supplied on all
frames 254T and larger. Enclosures shall have stainless steel screens. Motors shall be
protected for corrosion, fungus and insects.
12. Low voltage, three pbase motors shall be manufactured by U.S. Motors, Reliance Electric
or Baldor.
13. Fractional Horsepower:
a. Fractional horsepower motors sball be rigid, welded-steel, designed to maintain
accurate alignment of motor components and provide adequate protection. End
shields shall be cast iron or heavy fabricated steel. Windings shall be of varnish-
insulated wire with slot insulation of polyester film, baked-on bonding treatment to
make tbe stator winding strongly resistant to heat, aging, moisture, electrical stresses
and other hazards.
.~
b. Motor shaft sball be made from high-grade, cold-rolled shaft steel with drive-shaft
extensions carefully machined to standard NEMA dimensions for the particular
drive connection.
c. For light to moderate loading, bearings shall be quiet all-angle sleeve type with large
oil reservoir that prevents leakage and permits motor operation in any position.
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.
d. For heavy loading, bearings shall be carefully selected precision ball bearings with
extra quality, long-life grease, and large reservoir providing 10 years normal
operation without re-Iubrication.
14. Integral Horsepower:
a. Motor frames and end shields shall be cast iron or heavy fabricated steel of such
design and proportions as to hold all motor components rigidly in proper position
and provide adequate protection for the type of enclosure employed.
b. Windings shall be adequately insulated and securely braced to resist failure due to
electrical stresses and vibrations.
c. The shaft shall be made of high-grade machine steel or steel forging of size and
design adequate to withstand the load stresses normally encountered in motors of the
particular rating. Bearing journals shall be ground and polished. .
d. Rotors shall be made from high-grade steel laminations adequately fastened
together, and to the shaft. Rotor squirrel-cage windings may be cast-aluminum or
bar-type construction with brazed end rings.
e. Motors shall be equipped with vacuum-degassed anti-friction bearings made to
AFBMA Standards, and be of ample capacity for the motor rating. The bearing
housing shall be large enough to hold sufficient lubricant to minimize the need for
frequent lubrication, but facilities shall be provided for adding new lubricant and
draining out old lubricant without motor disassembly. The bearing housing shall
have long, tight, running fits or rotating seals to protect against the entrance of
foreign matter into the bearings, or leakage oflubricant out of the bearing cavity.
f. Bearings of high thrust motors will be locked for momentary upthrust of 30 percent
downthrust. All bearings shall have a minimum B I 0 life rating of 5 years in
accordance with AFBMA life and thrust values.
g. Vertical hollow-shaft motors will have non-reverse ratchets to prevent backspin.
Non-reverse ratchets shall be suitable for duty with variable frequency drives.
C. Low Voltage, Single Phase Motors:
I. Single phase motors shall be split-phase and capacitor-start induction types rated for
continuous horsepower at the rpm indicated on the drawings or as required by the
specifications. Motors shall be rated 115/230 volts, 60 Hertz, single phase, open drip-
proof, or totally enclosed fan cooled as indicated on the drawings or as required by the
specifications, with temperature rise in accordance with NEMA Standards for Class B
insulation.
'~
2. Totally enclosed fan cooled motors shall be designed for severe-duty.
3. Motors shall have corrosion and fungus protective finish on internal and external
surfaces. All fittings shall have a corrosion protective plating.
4. Mechanical characteristics shall be the same as specified for polyphase fractional
horsepower motors.
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PART 3 EXECUTION
3.01 INSTALLATION
A. Motor Connections: All motors shall be connected to the conduit system by means of a short
section 18-inch minimum of liquid tight conduit unless otherwise indicated. For all motor
connections of No. 4 A WG or larger wire size, the Contractor shall install a grounding
conductor in the conduit and terminate at main conduit box and at the motor control center or
variable frequency drive with approved ground lugs and clamps.
B. Low Voltage: For wire sizes #8 A WG and larger, long barrel tin-plated copper compression
(hydraulically pressed) type connections (Bumdy Co., or equal) shall be installed on the
branch circuit w~s and the motor leads. Bolted connections shall utilize products which are
rated for vibration applications (bolt, nut and spring washer). All connections shall be
insulated with heavy duty heat shrinkable material (Raychem Corp. or equal).
3.02 TESTS AND CHECKS
A. The following tests shall be performed on all motors after installation but before putting
motors into service.
1. The Contractor shall megger (1000 volts DC) each motor winding before energizing the
motor, and, if insulation resistance is found to be low, shall notify the Engineer and shall
not energize the motor. The following table gives minimum acceptable insulation
resistance in megohms at various temperatures and for various voltages with readings
being taken after one (1) minute of megger test run.
Degrees
Winding Temperature Voltage
f ~ 115 V. 230V. 460V.
37 3.9 60 108 210
50 10 32 60 120
68 20 13 26 50
86 30 5.6 11 21
104 45 2.4 4.5 8.8
122 50 1 2 3.7
140 60 0.50 0.85 1.6
2. The Contractor shall check all motors for correct clearances and alignment and for correct
lubrication, and shall lubricate if required in accordance with Manufacturer's instructions.
The Contractor shall check direction of rotation of all motors and reverse connections if
necessary. The correction for wrong rotational direction shall be made at the motor.
. 'i
3. All tests shall meet the requirements of, but not be limited to, IEEE 43,85 and 112.
Efficiency tests for IEEE 112 shall include Method B.
4. The Contractor shall provide to the Engineer a typed list of all motors 1 lIP and larger
listing the no load motor current and voltage and the full load current and voltage. Any
phase current imbalance greater than 10% shall be reported to the Engineer.
B. The following tests shall apply to the medium voltage motors:
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1. All motors shall be given the standard short commercial test prior to shipment. This shall
consist of no load current, check current balance, winding resistance, air gap
measurement, high potential tests, and bearing inspection. Six (6) copies of the certified
short commercial test shall be submitted to the Engineer prior to shipment
C. Field testing and commissioning shall be done in accordance with the latest revision of the
"Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems"
published by the InterNational Electrical Testing Association (NET A Standard ATS-1999).
END OF SECTION
'.~
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SECTION 16191
~SCELLANEOUSEQUIPMENT
PART 1 GENERAL
1.01 SCOPE OF WORK
A. Furnish and install all miscellaneous equipment as shown on the Drawings and as specified
herein.
B. This Section provides the requirements for miscellaneous equipment typically employed in a
facility, however, not all components specified in this Section are necessarily utilized on this
project.
1.02 SUB~ITALS
A. Submit to the Engineer, in accordance with Section 01300, detailed catalog information or
drawings with sufficient detail to determine compliance with the specifications including
describing electrical and physical characteristics of all equipment specified.
1.03 REFERENCE STANDARDS
A. Equipment enclosures shall have NEMA ratings suitable for the location in which they are
installed, as specified in Section 16000.
PART 2 PRODUCTS
2.01 MATERIALS
A. Disconnect Switches
1. Disconnect switches shall be NEMA 4X heavy-duty, quick-make, quick-break, visible
blades, 600 Volt, 3 Pole with full cover interlock, interlock defeat and flange mounted
operating handle unless otherwise noted. All current carrying parts shall be copper.
2. NEMA 4X enclosures shall be stainless steel.
3. NEMA 7 enclosures shall be cast aluminum.
4. Lugs shall be copper.
5. All exterior hardware shall be stainless steel.
. .\
6. Switches shall be as manufactured by Cutler Hammer, Square D Company or General
Electric Company.
B. Manual Motor Starters
1. Manual starters shall be furnished and installed for all typed of single-phase motors.
Manual starters shall be non-reversing, reversing or two speed type as required. NEMA
sizes shall be as required for the actual horsepower of the motor furnished. Manual
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.
starters shall have motor overload protection in each phase. Built-in control stations shall
be furnished as required or as shown on the Drawings.
2. NEMA 4X enclosures shall be stainless steel.
3. NEMA 7 enclosures shall be cast aluminum.
4. Manual motor starters shall be as manufactured by Cutler Hammer, Square D Company
or General Electric Company.
C. Combination Magnetic Motor Starters
1. Motor start~rs shall be a combination motor circuit protector and contactor, 2 or 3 Pole,
single or 3 Phase as required, 60 Hz, 600 Volt, magnetically operated, full voltage
non-reversing unless otherwise shown on the Drawings. NEMA sizes shall be as required
for the horsepowers shown on the Drawings. Motor circuit protectors shall be molded
case with adjustable magnetic trip only. They shall be specifically designed for use with
magnetic motor starters. Motor circuit protectors shall be current limiting type, with
additional current limiters if required. Combination motor starters shall be fully rated for
22,000 Amps RMS symmetrical.
2. Two speed starters shall be for single or two winding motors as required by the actual
motor furnished or as shown on the Drawings.
3. Each motor starter shall have a 120 Volt operating coil, and control power transformer.
Starters shall have motor overload protection in each phase. Auxiliary contacts shall be
provided as required or as shown on the Drawings. A minimum of one N.O. and one N.C.
auxiliary contacts shall be provided in addition to the contacts shown on the Drawings.
4. Overload relays shall be non-adjustable, ambient compensated and manually reset.
5. Control power transformers shall be sized for additional load where required.
Transformer secondaries shall be equipped with time-delay fuses.
6. Built-in control stations and indicating lights shall be furnished as specified herein where
shown on the Drawings.
7. NEMA 4X enclosures shall be stainless steel.
8. NEMA Type 7 enclosures shall be cast aluminum.
9. Combination magnetic motor starters shall be as manufactured by Cutler Hammer,
Square D Company or General Electric Company.
D. Control Stations and Indicators
l~
1. Control stations shall be heavy-duty type, with full size (30.5mm) NEMA 4X or 7
operators, indicators, etc..
2. Indicators shall be full voltage and push-to-test type. Indicators located indoors shall be
LED type and indicators located outdoors shall be incandescent lamp type.
3. NEMA 4X enclosures shall be stainless steel.
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4. NEMA 7 enclosures shall be cast aluminum.
5. Control stations shall be Square D Company Class 9001, similar by Cutler Hammer or
General Electric Company_
E. General Purpose Dry Type Transformers
1. Transformers shall be dry type, two-winding with kV A and voltage ratings as shown on
the Drawings.
2. Four full capacity taps shall be furnished, two 2-1/2 percent above and two 2~1/2 percent
below rated primary voltage.
3. Maximum temperature rise shall be 80 degrees C. Windings shall be copper.
4. Transformers shall be built in accordance with ANSI C89.2 and NEMA ST -20.
5. Transformers shall be provided in NEMA I enclosures unless otherwise noted on the
Drawings or as required by Section 16000. Where a NEMA 4X and/or stainless steel
enclosure is required, the transformer shall be of the TENV type.
6. Transformers shall be furnished with hot dipped galvanized mounting hardware. Where a
NEMA 4X and/or stainless steel enclosure is required, the hardware shall be 316 stainless
steeL
7. Transformers shall be manufactured by the Square D Company or equal.
F. Noise Isolation Transformers
I. Transformers shall be dry type, two-winding with kV A and voltage ratings as shown on
the Drawings.
2. Furnish a minimum offour full capacity taps; two 2-]/2 percent above and two 2-112
percent below rated primary voltage.
3. Furnish electrostatic shielding and "spike" suppression.
4. Maximum temperature rise shall be 80 degrees C. Windings shall be copper.
5. Transformers shall be furnished with hot dipped galvanized mounting hardware.
6. Transformers shall be General Electric Company's "Guard II"; Topaz "Ultra-Isolator" or
equal.
'-i,
G. Lightning and Surge Protection
1. Lightning and surge protection shall be as manufactured by Advanced Protection
Technologies, LEA International or as specified. Models based on voltage and phase
shall be:
a. Edco HSP-121
120 volt, single phase
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b. TE2000HP (PPT) 120/208 volt, three phase
c. TE5000HP (PPT) 480 volt, three phase
2. Wireway
a. NEMA 1 wireway shall be gasketed painted steel with stainless steel screw covers.
b. NEMA 4X wireway shall be 316 stainless steel with gasketed clamped covers.
3. NEMA 1 wireway shall be Square-Duct as manufactured by the Square D Co.; NEMA
4X shall be Bulletin F-22 as manufactured by the Hoffman Engineering Co. or equal.
H. Control Relays
1. Control relays shall be socket type, with 10 Amp, 300 Volt convertible contacts. Number
of contacts and coil voltage shall be as shown on the Drawings. General use relays shall
be Potter-Brumfield KRP A Series, similar by; Square D, Allen-Bradley Company or
General Electric Company. Latching relays shall be Potter-Brumfield KRP Series, similar
by; Square D, Allen-Bradley Company or General Electric Company.
2. Time delay relays shall be 600 Volt, 20 Amp contacts, with calibrated knob operated
adjustment and numerical time diaL On delay and off delay types and timing ranges shall
be as shown on the Drawings or as required for proper operation of the actual equipment
furnished. Relays shall be Agastat Model 7012 or 7022 or equal.
L Polyethylene Warning Tape
1. Warning tape shall be red polyethylene film, 6-in minimum width.
2. Warning tape shall be W.H. Brady Co., Catalog No. 91296 or equal.
J. Terminal Blocks
1. Terminal blocks shall be 600 Volt, channel mounted, with tubular screw and pressure
plate.
2. Terminal blocks shall be Bulletin 1492-CAI as manufactured by the Allen-Bradley Co.
or equal.
.~
K. JIC Boxes for GF Receptacles
1. JIC boxes shall be 6-inches x 6-inches x 4-inches aluminum continuous hinge clamp
cover boxes, Hoffman Catalog Number A-606 CHAL with Type L23 stainless steel fast
operating JIC clamp, or equal.
2. InstalII-I/2-inch bushings in bottom of box for cord and plug to pass through.
L. Corrosion Inhibitors
1. All equipment enclosures, terminal boxes, etc, located in a NEMA 4X rated area (where
shown on the Drawings) that contains electrical or electronic equipment or terminal strips
shall be furnished with an internally mounted, chemically treated corrosion inhibitor pad.
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.
.,JC"
2. . The corrosion inhibitor pads shall be as manufactured by HoffinanEngineering Co.; 3M
or equal.
M. Equipment Mounting Stands
1. Equipment mounting stands shall be custom fabricated from 1/4-in 316 stainless steel
plate and 3-in 316 stainless steel channel, unless otherwise shown on the Drawings.
~~
2. All hardware shall be 316 stainless steel.
N. Terminal Cabinets:
1. Interiors shall be so designed that control relays and terminal blocks can be replaced or
added without disturbing adjacent units. Each cabinet shall be furnished with a minimum
of 50 spare terminals.
2. All interiors shall be completely factory assembled with control relays, terminal blocks,
insulating bamers, etc. All 120 volt AC and DC terminal blocks shall be isolated from
each other by insulating barriers or separate enclosures.
3. All wiring within the cabinets shall be grouped together in harnesses and secured to the
structure.
4. All shielded cables shall terminate in separate cabinets. A third terminal shall be provided
for each twisted shielded pair and the shield for each connected thereto, unless otherwise
noted on manufacturer's shop drawings.
5. Terminal blocks shall be tubular screw type with pressure plates and shall be rated 600
volts. Terminal blocks shall be Allen Bradley Catalog Number 1492-CAl or equal.
....
6. Boxes shall be made from 14 gauge galvanized steel and shall be of sufficient size to
provide a minimum of 4 inches of wiring space on all sides and between adjacent
terminal blocks. A minimum 2-inch spare shall be provided between control relays. A
minimum of four mounting studs shall be provided on each cabinet. Cabinets shall be
furnished without knockouts. Holes for raceways shall be drilled on the job.
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,....
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A single or double hinged door shall cover the front of each terminal cabinet. Doors shall
have a neoprene gasket, vault type handle, three point catch and lock. Two keys shall be
supplied for each lock. All locks shall be keyed alike. A terminal block schedule shall be
provided with each terminal point numbered and identified (typewritten) as to function.
All exterior and interior steel surfaces of the cabinets shall be properly cleaned and
finished with ANSI 61 grey over a rust-inhibiting phosphatized coating conforming to
ANSI A55.1. The finish paint shall be of a type to which field applied paint will adhere.
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9. Cabinets in wet, damp, corrosive and all outdoor locations shall be NEMA 4X 316
stainless steel.
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10. Cabinets shall be Hoffman Engineering Company with latch kit hardware or be an equal
product.
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o. Heat Tracing
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I. Heat traCe tape shall be temperature self-limiting type rated 5 watts per foot at 50 degrees
F, 120 Volt, 60 Hz and shall be Chemelex, Catalog No. 5BTV 1 with stainless steel
overbraid and fluoropolymer outer jacket or equal
,-
2. Ambient air temperature sensing thermostat shall be adjustable from 15 to 150 degrees F,
mounted inNEMA 4X 316 stainless steel enclosure, and shall be Chemelex, Catalog No.
AMC-IA or equal.
3. Aluminum heat transfer tape shall be 2 mil thickness, 2-ln-in wide and shall be
Chemelex, Catalog No. AT-150 or equal.
2.02 CONTROL SYSTEM
A. The Manufacturer shall provide a complete and fully functional control system to manually or
automatically operate the control system as specified herein and in other applicable sections of
these specifications. All Manufacturers recommended safety devices shall be furnished to
protect operators. All control devices, unless specified otherwise, shall be mounted in the
Control Panel.
B. Control Panel Construction
1. The control panel shall consist of a main circuit breaker, a motor circuit protector (MCP)
and magnetic starter for each motor, and a 120-volt control power transformer (fused on
primary and secondary). All control components shall be mounted in one common
enclosure. Control switches shall provide means to operate each motor manually or
automatically.
2. Unless specifically noted otherwise, the electrical control equipment shall be mounted
within a NEMA 4X enclosure, constructed of not less than 14 gauge 316 stainless steel.
Latches shall be quarter turn quick release type and all hardware shall be 316 stainless
steel. Where NEMA 3R or 12 enclosures are specifically required, the door shall be
provided with a pad-lockable vault type 3-point latch. The enclosure shall be equipped
with a door and shall incorporate a removable back panel on which control components
shall be mounted. Back panel shall be secured to enclosure with collar studs. Door(s)
shall be interlocked with main circuit breaker and provided with pad-locking provision.
3. All motor branch circuit breakers, motor starters and control relays shall be of highest
industrial quality, securely fastened to the removable back panels with screws and lock
washers. Back panels shall be tapped to accept all mounting screws. Self-tapping screws
shall not be used to mount any component.
:.
4. A thermal-magnetic air circuit breaker, Type FH as manufactured by the Square D
Company, or equal, shall be furnished for the main breaker. All circuit breakers shall be
sealed by the manufacturer after calibration to prevent tampering. Each circuit breaker
shall be adequately sized to meet the equipment operating conditions. Motor Circuit
Protectors (MCP) shall be molded case with adjustable magnetic trip only, "Mag-Gard"
as manufactured by the Square D or equal.
5. An open frame, across-the-line, NEMA-rated magnetic motor/starter, Class 8536 as
manufactured by the Square D Company, or equal; shall be furnished for each motor. All
motor starters shall be provided with motor circuit protectors and equipped to provide
under-voltage release and overload protection on all three phases. Motor starter contacts
6295-41350
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shall be easily replaceable without removing the motor starter from i~ mounted position.
Overloads shall be of the melting alloy or bi-metallic type, adjustable overloads are not
acceptable, Class 10 quick trip overloads shall be provided for all submersible motors.
Overload reset push-buttons shall be located on the exterior of the door. Normally open
and normally closed auxiliary motor overload contacts wired to terminal blocks shall be
provided for each motor starter within the control panel
6. Auxiliary contacts shall be provided for remote run indication and indication of each
status and alarm condition. Additional controls shall be provided as specified herein and
as required by Divisions 13, 16 and as shown on the drawings.
7. All operating control and instruments shall be securely mounted on the exterior door. All
controls and instruments shall be clearly labeled to indicate function. All exterior
mounted equipment shall be NEMA 4X.
8. Mode selector switches shall be Hand-Off-Auto type to permit override of automatic
control and manual actuation of shutdown. Switches shall be NEMA 4X (800H) as
manufactured by Allen-Bradley, or equal, providing three (3) switch positions, each of
which shall be clearly labeled according to function.
9. Indicator lamps shall be LED (indoors) or Incandescent (outdoors) full voltage type and
mounted in NEMA 4X (800H) modules, as manufactured by Allen-Bradley. Lamp
modules shall be equipped to operate at 120 volt input. Lamps shall be easily replaceable
from the front of the control compartment door without removing lamp module from its
mounted position. Indicators shall be provided for individual motor run and an indicator
for each failure condition.
10. A six (6) digit, nonreset elapsed time meter shall be connected to each motor starter to
indicate the total running time of each motor in "hours" and "tenth of hours". The
elapsed time meters shall be Series T50 as manufactured by the ENM Company or equal.
The control panel shall operate on a power supply of 480 volts, 3-phase, 60 hertz unless
otherwise noted.
The control diagrams and overload tables shall be laminated to .the inside of the door
except where door space is limited the laminated documents shall be in the print storage
pocket.
Print storage pockets shall be provided on the inside of each panel. Pocket shall be of
sufficient size as required to hold all prints necessary to service the equipment. A set of
reduced drawings shall be provided for each panel, fixed to fit in the storage pocket.
A duplex GFCI utility receptacle (circuit breaker protected) providing 120 volts, 60
Hertz, single phase current shall be mounted on the side of the enclosure.
The control panel shall include an adjustable time delay relay to prevent any two motors
from starting simultaneously. All timing relays shall be solid state, with pin (octal) and
. bases, relays shall be T -series as manufactured by Diversified Electronics Inc. or equal.
A phase monitor shall be provided for the control panel, monitors shall be model SUA-
440-ASA as manufactured by Diversified Electronics Inc., or equal.
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17. All exterior mounted equipment shall be rated NEMA 4X. Hinged NEMA 4X 316
stainless steel viewing windows will be permitted where such equipment is not available
with a NEMA 4X rating.
18. The control panel shall be provided with lightning and surge protection. Protection
devices shall be mounted within the control panel enclosure. Lead lengths shall not be
longer than 12 inches from the main circuit breaker. Protection shall be as manufactured
by Advanced Protection Technologies(APn for the power supply voltage:
TE5000P
TE2000P -
480 V AC, 3-Phase
1201208 V AC, 3-Phase
19. All control panel wiring shall be numbered at both ends with type written heat shrinkable
wire markers.
20. Wiring shall be stranded copper, minimum size #14 A WG (except for shielded
instrumentation cable), with 600 volt, 90 degree C,. flame retardant, Type MlW
thermoplasti.c insulation.
21. The control panel shall be provided with nameplates identifying each component, selector
switches, pilot lights, etc.. Nameplates shall be permanently affixed using an epoxy
process (inner door nameplates shall be fastened with stainless steel screws). Nameplates
shall be laminated plastic, engraved white letters with a black background.
22. All control panels shall be provided with a master nameplate located on the exterior door.
23. Where applicable provide a nameplate which reads as follows "CAUTION - TIllS
PANEL CONTAINS A VOLTAGE FROM AN EXTERNAL SOURCE." Letters shall
be black on a high visibility yellow background.
24. Corrosion Inhibitor Emitter: Inclusion of an industrial corrosion inhibitor emitter that
shall protect internal components of control panel from corrosion for up to one year. One
spare emitter shall be provided for each control panel.
25. All control relays shall be have 10 amp rated contacts (minimum), II pin with mounting
base, 3PDT (minimmn), with LED indicators to show relay status, relays shall be
manufactured by Potter Brumfield or equal.
26. Terminal blocks shall be 600 volt heavy duty rated, tubular clamp type. Terminal strips
shall be Allen Bradley catalog #1492-CA-I or equal. Each terminal shall be individually
labeled.
27. The completed control panel assembly shall be U.L. certified.
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28. All electronic control equipment (i.e. controllers, isolators, signal boosters, transmitters,
PLC's, etc) shall be as specified in Division 13.
29~, A copper ground bar with sufficient terminals for all field and panel ground connections
shall be provided.
30. All signal wiring entering and exiting the control panel shall be provided with surge
protection. Surge protection shall be as specified in Division 13.
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An 8-inch (mmimum) clear space within the enclosure sball be provided hlQf
along the entire top and bottom of the control panel. A 4-inch (minimum) clear space
within the enclosure shall be provided vertically along the entire sides of the control
panel. No devices, terminals, etc. shall be installed within this space, the space shall be
provided for field conduit and wiring access only.
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32. All wiring within the control panel shall be color coded or coded using electrical tape in
sizes where colored insulation is not available. The following coding shall be used. For
different system voltages, the color coding shall be as required by the Engineer.
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System Wire Color
480V olts Ground Green
3 Phase Neutral (As Required) White
Phase A Brown
Phase B Orange
PhaseC Yellow
Control (Individual Conductors) AC Red
DC Blue
Foreign Yellow
C. Spare Parts
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1. The following number of spare parts shall be furnished for each control panel.
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a. 1 Indicator light assembly
b. 2 control relays for each type furnished
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c. 5 fuses for each type/size furnished
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d. I set thermal overloads for each size furnished
e. I selector switch for each type furnished
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f. I starter coil for each size furnished
PART 3 EXECUTION
..I.
3.01 INSTALLATION
...1 . A. Mounting Stands
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1. Field mounted disconnects, pushbutton control stations, etc, shall be mounted on 316
stainless steel stands as specified herein or as shown on the Drawings. Where clearance
requirements for stands may not be maintained, the Engineer may direct equipment to be
wall-mounted adjacent to tbe motor or device, but in no case shall tbe distance from the
motor or device to the control station exceed 3-ft.
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END OF SECfION
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SECTION 16370
VARIABLE FREQUENCY DRIVES
(PROCUREMENT)
PART 1 GENERAL
1.01 SCOPE OF WORK
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A. ,Fumishali labor, m~terials, equipment an~incidentals ~uired tpmanufacture,assemble,
shop-test, ship, de)iver and a~sist with install~tjon.and~tlut~up of tlm(e 0), yapable frequency
drives with integral phase shift transformers as specified herein. The variable frequency drives
sh~~ be cQOrdmated with the pUIl\ps specified in Section 11214.
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B. These SpeCifications are intended to give a general description of what is required, but do not
cover all details which will vary in accordance with the requirements of the equipment
furnished. They are, however, intended to cover the furnishing, the shop testing. the delivery
and field testing, of all materials, equipment, appurtenances and start-up assistance for the
variable frequency drives. herein specified. ,.
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C. The work shall include the services of factory representatives of the variable frequency drive
manufacturers to assist in the initial installation and inspect the final installation, to perform
field acceptance tests on the installed equipment and to instruct the regular operating personnel
in the care, operation and maintenance of all equipment. .
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1.02 DESCRIPTION OF SYSTEM
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A. The variable frequency drives specified hereinafter will become part ofa complete system as
specified in Section 11214.
B. The variable frequency drives will operate motors and pumps as.specified in.Section 11214.
The VFD manufacturer shall coordinate with the equipment furnished by the pump
manufacturer under Section 11214 to ensure the compatibility of the equipment.
1.03 . QUALIFICATIONS
. .
A. Variable speed drives shall be of sufficient size for the duty to be performed and shall not
exceed their full-rated capacity when the driven equipment is operating as specified.
B. The drives covered by these Specifications are intended to be equipment of proven ability as
manufa~tured by reputable manufacturers having long experience in ~e production of identical
units. The equipment furnished shall be designed, constructed and installed in accordance with
the best practice and methods, and shall operate satisfactorily when installed.
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C. All equipment furnished under these Specifications shall be new and unused and shall be the
standard cataloged product of a manufacturer having a successful record of manufacturing and
servicing the equipment and systems specified herein.
D. The variable frequency drive manufacturer shall maintain and staff engineering service and
repair shops through the United States, including the State of Florida trained to do start up
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service, emergency service calls, repair work, service contracts and training of customer
personnel.
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E. Approved Manufacturer and Model: The VFD's shall be manufactured by Allen-Bradley and
shall be model 1336 and of a similar type, except for differences as specified herein, as those
used at the Collier County South County Regional Water Treatment Plant ~.O. Membra.ne .
~~ .
1.04
SUBMITTALS
'-,.
A. Copies of all in~terials required to establish compliance with the specifications shilll be
submitted with the ~id. Subri:rittalsshaiI include at least the followiDg: .
1. Certified shop and erection drawings showing all important details of construction.
dimensions and anchor bolt locations.
2. Descriptive]iterature, bulletins and/or catalogs of the equipment.
3. Data on the characteristics and performance of the variable frequency drives. Data shall
include certification that the variable frequency drives are warranted for use and fully
compatible with the motors specified in Section 11214.
4. A list of the Manufacturer's recommended spare parts with Manufacturer's current price
for each item.
B. The Manufacturer shall furnish complete shop drawings for approval before proceeding with
manufacture. The shop drawings shall consists of master wiring diagTaiIls, elementary or
control schematics including coordination with other electrical control devices operating in
conjunction with the variable frequency drives, and suitable outline draWings with sufficient
details for locating conduit stub-ups and field wiring.
C. Computerized Vendor/Manufacturing O&M Data
I. The preparation of O&M manuals is a requirement ofFDEP. Acomputerized O&M
manual will promote the efficient operation of the facility. The O&M manual will describe
the system design approach, theory of operation and specific equipment and processes
employed at the facility, and will be the tool that will assist the managers, operators,
environmental compliance staff and maintenance personnel in their decision making under
normal and emergency operating conditions.
2. The computerized O&M manual operates in the Windows@ environment, giving the user
online access to text and graphics. Full text search, glossary terms, and online help are
standard features on the O&M manual. All standard features ofWiridows@environment
are also available the user. Since Vendor O&Ms are an important part of the computerized
O&M following minimum specifications for electronic document delivery of provided
equipment, sub-system, or system manuals apply:
a. File Format
I) All documents will be delivered in Adobe Acrobat Portable Document format
(.pdf). The manual shall be Searchable Image (formerly Image+Text). The
Optical Character Recognition of the image shall be at a 95% confidence level,
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using Adobe Acrobat@ Capture@ 3.x or an equivalent product. The manuals
shall be linked and book marked as follows:
b.
Page Format
1) Two page sizes will be accepted; 8 Y2 inches x 11 inches in either landscape or
portrait layout and 11 inches x 17 inches in landscape layout only. The content
of the pages will be either scanned image or text and graphics converted to
Adobe Acrobat pdf. Where page content is from a scanned image, the following
minimlim specifications will be followed:
(a) Scanned Page Content:
(b) Resolution - 300 dpi
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(c) Color levels
(d) - for text only - monochrome black and white
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(e) for text with gray tone images - 256 levels of gray
(f) for color images it can be 256 levels of gray, except where color is needed
to properly utilize the image in an operations and maintenance reference
situation.
c.' File Organization
1)
AU document files will follow the order and structure of approved printed
versions of the vendor manuals. The following outline details the specific
organization how the electronic document files will be compiled:
---.~
(a) A cross-reference listing of the file names and sections of the vendor
manuals will be supplied in Microsoft Excel format. The cross-reference
list will include the pdf file name, submittal number and the design
specification number related to the file.
-...- ~.
(b) Each pdf file will include only the pages of an individual item from the
submitted vendor manuals.
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(c) Each pdf file will con tain bookmark links in a hierarchical tab Ie format to
access information pertaining to the supplied equipment.
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(d) No bookmark links will reference files external to the pdf file containing
the bookmark links.
(e) Each bookmark will access the beginning loc::ttion of the related
information.
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d. Delivery
....
1) All files will be delivered on standard 650 MB CD-ROM. The CD-ROM will be
formatted in IS0-9660 format where each file will maintain its full name. Files
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names should not be truncated to an 8-character DOS format. Each CD-ROM
will be labeled will be permanently marked with the job name, vendor name,
submittal number, and date the CD-ROM was made. A transmittal will be
submitted with each CD-ROM. The transmittal will include the CD-ROM label
information and printed copy of the cross-reference list of files contained on the
CD-ROM. Two copies of each CD-ROM will be submitted.
- e. CMMS Templates
1) Collier County is using Operator IO@Plus Task Manager, ALLMax Task
Manager for its maintenance data management. The attached Microsoft Excel
template has to be completed by the vendor for all provided equipment, sub-
systems, or systems. This information will be entered into the CMMS system to
allow the operator to view all pertinent equipment information and use
meter/gauge readings to produce preventive maintenance tasks, work orders,
purchase orders and create a number of reports.
.
D. Operations and Maintenance Training
1. After the equipment has been installed, tested, adjusted and placed in satisfactory
operating conditions, provide the services of a qualified representative of the manufacturer
to instruct the operating and maintenance personnel of the consultant in the use of
maintenance of the equipment. Schedule the content, duration, and dates of instruction in
consultation with Consultant. Include the cost of instruction in the price of the equipment.
1.05 OPERATING INSTRUCTIONS
A. Operating and maintenance manuals shall be furnished. The manuals shall be prepared
specifically for this installation and shall include all required cuts, drawings, equipment lists,
descriptions, etc. that are required to instruct operating and maintenance personnel unfamiliar
with such equipment. Further the manuals shall include a list of the manufacturer's
recommended spate parts with the manufacturer's current price for each item.
1.06 TOOLS AND SPARE PARTS
A. One (1) set of all special tools required for normal operation and maintenance shall be
provided.
B. The manufacturer shall furnish a complete list of recommended spare parts necessary for the
first five (5) years of operation.
C. The manufacturer shall provide one spare for each type of plug-in type PC card. These spares
will be color-coded or otherwise keyed to its original counterpart. In addition to the cards, the
manufacturer shall provide two spares per drive of all expendable items such as fuses, pilot
lamps, etc.
, .~
1.07 DELIVERY STORAGE AND HANDLING
A. The equipment manufacturer shall hold and store the equipment until the owner is prepared for
the equipment. The manufacturer shall be responsible for the delivery of the equipment to the
Collier County South County Regional Water Treatment Plant site. The manufacturer shall be
responsible for the inspection and offloading of the Equipment upon arrival at the Collier
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County site. Equipment warranties shall not begin until the equipment is installed. tested and
approved for final acceptance or 80 days after installation, whichever is sooner.
B.
All parts shall be properly protected so that no damage or deterioration will occur during a
prolonged delay from the time of manufacture and shipment until installation is completed and
the unit and equipment are ready for operation.
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C. The variable frequency drives shall be stored in an environmentally controlled area that will
maintain the humidity to a level not detrlll)ental to the sensitive electronic equipment and in
accordance with the recommendations of the manufacturer.
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D. All equipment and parts must be properly protected against any damage during shipment. If
required immediately prior to installation, the manufacturer shall store equipment in accordance
with manufacturer's recommendations.
E. Factory assembled parts and components shall not be dismantled for shipment unless
permission is received in writing from the ENGINEER.
F. Finished iron or steel surfaces not painted shall be properly protected to prevent rust and
corrosion.
.---;-
G. No shipment shall be made until approved by the ENGINEER in writing.
A.
1.08
WARRANTY
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A. All equipment furnished under this Section shall be warranted against defects of workmanship
and materials and for a period of two years from date of OWNER'S acceptance of delivery or
one year from date of start-up whichever occurs first. All such equipment or parts proven
defective, due to the above noted causes, shall be replaced in the machines by the Manufacturer
at no expense to the OWNER.
B. The equipment shall be warranted to be free from defects in workmanship, design and
materials. If any part of the equipment should fail during the warranty period, it shall be
replaced in the machine(s) and the unit(s) restored to service at no additional cost to the
OWNER.
PART 2 PRODUCTS
-,
2.01 GENERAL
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A. The manufacturer shall furnish complete variable frequency drives and integral phase shift
transformers to the Owner as described in this specification.
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B. The variable frequency drive shall be compliant with the latest applicable standards of ANSI,
NEMA, IEEE, and the National Electric Code.
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C. Variable frequency drive shall be 18-pulse. Variable frequency drives shall utilize a phase shift
auto transformer and 18-pulse cancellation technique.
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2.02 CONSTRUCI'ION
A. The variable frequency drives (VFD) shall consist of an integral phase shift transformer and
18-pulse rectifier and shall be rated at 480 Vac input with features and options as specified.
B. The variable frequency drives shall be provided with a UL Label and rated for the lIP, full load
current and rpm of the motor. The variable frequency drives shall be designed to provide
microprocessor.:.based continuous speed adjustment of three-phase motors. The variable
frequency output voltage shall provide constant volts-per-Hertz excitation for the motor up to
60 Hertz. The variable frequency drives shall be optirilized for an adjustable or selectable
carrier frequency to reduce motor noise. The carrier frequency shall be field adjustable and
adjusted by the ManufactUrer's field engineer during start up.
C. The variable frequency drives shall be of the Pulse Width Modulated (PWM) design converting
the utility input voltage and frequency output via a two-step operation. Variable frequency
drives utiliZing a third power section are not acceptable. Adjustable Voltage and Current
Source variable frequency drives are not acceptable. IGBT's shall be used in the inverter
section. GTOs and SCRs are not acceptable.
D. The variable frequency drives shall be current regulated. Variable frequency drives permitting
instantaneous overcurrent trips other than an output short circuit are not acceptable.
E. The variable frequency drives shall have an efficiency that exceeds 97% at 100% speed and
load. The efficiency shall exceed 90% at 50% speed and load. The variable frequency drives
shall maintain the line side displacement power factor no less than .95 regardless of speed and
load. Variable frequency drive efficiency shall be defined as drive output power at the motor
output terminals divided by the input power at the line side of the main circuit breaker.
F. Standard operation conditions shall be:
1. Incoming power: Three phase, 480V (+ 10% to -10%) and 60 hertz (+/- 2 hertz) power to a
fixed potential DC bus level.
2. Humidity: 0 to 95% (noncondensing).
3. Altitude: 0 to 3,300 feet above sea level.
4; Ambient temperature: 0 to 40 degrees C.
G. The variable frequency drives shall be able to start into a spinning motor. The variable
frequency drives shall be able to determine the motor speed in any direction and resume
operation without tripping. If the motor is spinning in the reverse direction, the variable
frequency drives shall start into the motor in the reverse direction, bring the motor to a
. .\ . controlled stop, and then accelerate the motor in the preset method of starting.
H. Variable frequency drive enclosures shall be NEMA Type 12 free-standing floor~mounted,
force ventilated (with replaceable air filters) construction requiring front access only. Variable
frequency drives requiring rear access for any maintenance are not acceptable. The cooling air
required to dissipate heat generated by the power electronics shall be isolated from all drive
electronics. Variable frequency drives using liquid-cooled assemblies in conjunction with
associated pumps, piping, and separate remote mounted exchangers are not acceptable. The
inverters and converters shall have complete unobstructed front accessibility with easily
6295-41350\9/21/2004 16370-6 TPAS:\COLLlEAISCAWTP\16370.doc
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removable assemblies. The complete enclosure shall maintain a constant height, width and
depth. The height for all floor-mounted enclosures shall be 90" high. The enclosures shall
include the integral phase shift transformer and shall not be more than (65" W x 35" D x 90"
H).
I. All variable frequency drive programmable parameters shall be adjustable from a digital
operator keypad located on the front door of the variable frequency drive. Parameters shall
include:
1. Programmable maximum and minimum frequency.
2. Programmable acceleration and deceleration times.
3. Selectable carrier frequencies, V/Hz, and critical frequency avoidance lockout.
4. Adjustable electronic overload and torque limits.
5. Multiple attempt restart following utility outage or fault condition.
6. Jog. thread, and preset speeds.
7. Keypad lockout and factory default overrides.
8. Adjustable slip compensation (+/- 5%).
J. The variable frequency drives shall be additionally equipped with a digital operator station
mounted on the enclosure front door. Control operator devices and indication lights shall
include:
I. Local digital speed control.
2. Hand-Off-Remote control selector switch.
3. LED status lights for each HOR position.
4. Momentary start/stop push buttons utilized with the HOR in "Hand".
5. Local-Remote speed control selector switch.
6. LEDstatus lights for each Local-Remote position.
7. LED status lights for run, fault, alarm, up-to-speed. power on, and drive ready status.
; --:.
.
8. Additional controls as required by Division 11 and 13 and as shown on the drawings.
Pump Failure will require pump fail timer (as required). Provide for terminations of
remote mounted operator control devices and field devices.
. K. The variable frequency drives shall have the following system interfaces:
1. Inputs:
6295-41350\912112004
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a.Two (2) isolated process control speed reference interfaces to receive and isolate 0-10
Vdc or 4~20 IDAdc signals.
b. Dedicated terminal blocks for interface with remote operator and field devices.
c. 120 Vac control to allow variable frequency drives to interface with remote contacts
and with two or three-wire control.
d. Additional inputs as required by Division 11 or 13 and as shown on the drawings.
2. Outputs:
a. Four (4) analog output signals 0-10 Vdc or 4-20 mAdc for external metering.
b. Run relay with an isolated set of form C contacts.
c. Dry contact output (N.O.) to indicate protective function trip.
d. Dry contact output (N.D.) to indicate common alarm.
e. Additional outputs as required by Division 11 or 13 and as shown on the drawings.
L. Monitoring and Displays:
1. The variable frequency drives shall have a 40-character vacuum fluorescent display
indicating monitored functions as described in the following paragraph.
2. The following parameters shall be monitored:
a. Input current (3 phases)
b. Input voltage (3 phases)
c. Output current (3 phases)
d. Output voltage (3 phases)
e. Output frequency
f. Kilowatts
g. Drive temperature
, .\ h. Time
1. Date
J. Motor rpm
k. Ten (10) most recent trips/faults
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1. The variable frequency drives shall have the following protective features (with indication
for a. through i.):
a. Speed compensated electronic motor overload current.
b. Undervoltage.
c. Overfrequency.
d. Overtemperature.
e. Ground Fault.
f. DC bus protection.
g. Inrush current limit (adjustable 50 to 150%).
h. Input and output phase loss.
1. Emergency stop pushbutton (Red mushroom head and maintained).
j. Current limiting fuses shall be provided on the input side of the VFDs to protect
against fault currents up to 200,000 A sym.
k. The output side of the VFDs shall be equipped with a current limiting reactor to
reduce the amount of fault current to the VFDs.
I. Phase insensitive to input power.
m. Surge protection from input AC line transients at line side of main circuit breaker.
n. Electrical isolation between the power, control and logic circuits.
o. Drive to be capable of withstanding output terminal line short or open circuits
without component failure.
N. Additional Features shall be provided as follows:
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1. The variable frequency drives shall be equipped with a flange mounted molded case input
circuit breaker (65,000 AIC minimum). The breaker shall be interlocked with the
enclosure doors to prevent access to the variable frequency drive unless the breaker is in
the open position and to prevent moving the breaker to the ON position while the unit
door is open. The circuit breaker shall have provisions for padlocking in the open position.
Provide mechanical interlocks on doors of auxiliary sections of multi-bay or multi-cubical
cabinets.
2. Fused space heaters with thermostat to minimize condensation potential upon drive
shutdown.
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10F ·
3. The variable frequency drives shall be variable torque design. Provide constant torque
design as required by Division 11.
4. Variable frequency drives shall be capable of unidirectional operation.
5. Variable frequency drives shall have 115 Vac control power for operator devices.
6. Control relays shall be machine tool type, heavy duty type, industrIal grade, 600 volt, 10
amp rating, Square D, Class 8501, Type X or equal.
7. All wiring shall be numbered at each end with permanent heat shrink markers. Wiring less
than 6 inches may be numbered at only one end.
8. A copper ground bus.
9. Power unit fan loss protection by automatically switching to a 100% spare cooling fan.
Cooling fans .shall be on when the variable frequency drive is operating and off when
drive is off (fans shall run for a period of time after the variable frequency drive shuts
down to dissipate heat and controlled by a thermal switch).
10. All bus and exposed copper shall be tin plated.
11. All floor mounted enclosures shall have complete 24" (minimum) clear space in top of the
cubical for line, motor and field cable terminations. The enclosures shall have clear space
on the top for conduit terminations.
12. Barriers and warning signs on terminals that are energized with the power disconnect
OFF.
13. A 2-inch by 5-inch, nominal, engraved three-layer laminated plastic master nameplates on
each VFD fastened with stainless steel screws or rivets. Nameplates shall be black letters
with white background core, 3/8-inch high lettering and shall indicate equipment
designation as shown on the Drawings.
14. Provide legend plates or I-inch by 3-inch engraved nameplates with 1/4-inch lettering for
identification of pilot devices and meters.
15. Provide permanent warning signs as follows:
a. "DANGER - HIGH VOLTAGE - KEEP OUT" on all enclosure doors.
b. "WARNING - HAZARD OF ELECfRIC SHOCK - DISCONNECT POWER
BEFORE OPENING OR WORKING ON THIS UNIT".
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16. The VFD Manufacturer shall install in each VFD the pump sensor monitoring units which
are to be supplied by the pump supplier. The VFD manufacturer shall coordinate with the
Manufacturer of the Division 11 equipment.
17. Multiple doors shall be Kirk-Key interlocked with main breaker.
6295-41350\9121/2004
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O. The phase shift transformers s~all be prpvidedas follows:
1. Transformers shall be dry type, self ventilated, with insulation for 100 degrees C average
temperature rise above 30 degrees C ambient at full continuous operation and shall be
suitable for site ambient and altitude. Each shall be equipped with 120 volt single phase
space heater(s) for moisture control.
2. Transformer windings shall be copper and exposed copper and bussing shall be tin plated.
3. Impedance shall be seiected by the drive system designer.
4. Transformer shall be designed for Inverter duty service with three phase, eighteen-pulse
static power converter connected to the secondary windings. The increased eddy and stray
losses due to harmonic currents shall be minimized and shall be included in the specified
temperature rise.
5. A high temperature alarm and indication shall be provided.
6. Standards: The transformer shall meet the general requirements of ANSI C57.12.00 plus
the applicable requirements of ANSI C57.18 (since it is for rectifier service). Tests shall
be per ANSI C57.12.90. Additional dry type transformer construction requirements:
a. Noise Level: The maximum sound level shall not be excessive and shall conform to
NEMA Standard TR27-5.09.
b. Nameplates: Nameplates. warnings, connection diagrams. etc., shall be in accordance
with ANSI C57.12.00.
c. Factory Tests: The routine tests listed in ANSI C57.12.00 shall be conducted on all
transformers.
d. Outline Drawings: To include weight, center of gravity, losses at rated load, DC
resistance at 25 degrees C. and nameplate data.
e. The transformers shall be designed for front access only.
2.03 HARMONIC STUDY
A. The VFD manufacturer shall provide an electrical system harmonics study for the electrical
distribution system. The goal of the study shall be to determine requirements for the equipment
to comply with the harmonic distortion levels.
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B. The harmonics study shall verify compliance with the harmonics and line notching
requirements specified herein, with information on the filter system (if necessary) required to
achieve the specified levels. The study shall be based on and contain, as a minimum, the
following:
1. Minimum utility system short circuit kV A (confmn in writing with utility); with all VFDs
operating simultaneously, operating over a 60 to 100 percent speed range. The location
point of common coupling shall be as the secondary of the utility transformer.
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2. Explanation of method used to perform the study.
3. Explanation of study results with specific recommendations on fIlters and/or other
measures that will be implemented to meet the specified limits.
4. All calculations and/or computer printouts used to arrive at the recommendations.
5. Individual drive voltage and current hiumonic content up to the fiftieth harmonic, and the
combined total of all the drive harmonic contents reflected in the system source supply
voltage and current as a percent of the 60 hz fundamental under actual load conditions
from 0-60 hz at 10 Hz increments.
6. The harmonic distortion on the total installed distribution system for voltage and current
distortion levels and line notching shall meet the requirements of IEEE 519-1992.
Capacitor-Inductor fIlter traps that require tuning to the power system are not acceptable.
The Variable frequency drive Manufacturer shall provide for the design, furnishing and
installation of the filtering and appurtenances required to meet the requirements as
specified herein. Any costs associated with provision of and installation, space. wiring,
conduit, etc. for filtering equipment shall be provided at no additional cost to the Owner.
7. The VFD Manufacturer shall be responsible to provide all data necessary to perform the
study. This includes feeder cable sizes, approximate feeder length motor data, switchgear
data, utility data, generator data, existing field data (if required) and any other information
relevant to the study.
8. The report shall be provided prior to or with the variable frequency drive shop drawings
for approval. Submittals for the variable frequency drives submitted prior to or without the
study will be considered incomplete and not reviewed.
9. The variable frequency drive manufacturer is responsible to provide an up-to-date single
line diagram with referenced data within the submittal for this study.
10. The study shall also address methods the VFD Manufacturer is providing to address the
problems associated with "dv/dt" and "reflected waves" based on the installation (wiring,
conduit, lengths, etc.) as required by the contract documents. The equipment to address
any problems shall be included and provided at no additional cost to the Owner.
PART 3 EXECUTION
3.01
A.
; .
3.02
A.
INST ALLA TION
The Owner's general construction contractor will install, test and adjust the equipment in strict
accordance with the manufacturers instructions and recommendations. The manufacturer shall
provide a minimum of three (3) separate site visits totaling a minimum offour (4) days on-site
factory representative installation supervision and inspection.
SHOPPAINTlNG
Prior to shop painting, all surfaces shall be thoroughly cleaned, dry, and free from all mill/scale,
rust, grease, dirt, and other foreign matter.
B. Variable frequency drive and transformer enclosures shall be shop painted.
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INSPECTION, TESTING AND STORAGE
A. The Manufacturer shall notify the Engineer two weeks prior to all factory and field tests. The
Engineer shall have the option to inspect all tests at the factory and in the field.
B. The Manufacturer shall test the variable frequency drive with at full load prior to shipment for
4 hours. All printed circuit boards shall be tested at 40 degrees C for 40 hours. The variable
frequency drive manufacturer shall provide the actual test data and certification that the tests
have been completed prior to shipment to the Engineer for approval.
C. After the drives have been completely installed, and have been operated a sufficient period to
make any corrections or adjustments, the manufacturer shall conduct field acceptance tests as
specified herein and in Section 11214 to indicate that the operation conforms to the
Specifications. The manufacturer shall provide a minimum of two (2) days on-site field
acceptance tests by qualified trained factory representatives of the variable frequency drive
manufacturer.
D. Electrical equipment shall at all times during manufacture, testing, delivery and construction be
adequately protected against mechanical injury or damage by water. Electrical equipment shaH
not be stored out-of-doors. Electrical equipment shall be stored in dry permanent shelters.
Temporary connections shall be provided to operate space heaters and temporary lights
required for heat shall be provided to control moisture. If any apparatus has been damaged
prior to accept delivery to the Owner, such damage shall be repaired by the manufacturer at his
own cost and expense. If any apparatus has been subject to possible injury by water, it shall be
thoroughly dried out and put through such special tests as directed by the Engineer, at the cost
and expense of the Manufacturer, or shall be replaced by the Manufacturer at his own expense.
END OF SECTION
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SECTION 16470
P ANELBOARDS
PART 1 GENERAL
SCOPE OF WORK
A. Furnish all labor, materials, equipment arid incidentals required and install all panelboards as
shown on the Drawings and as specified herein.
B. All panelboard wiring shall include wiring numbers and terminal point numbers cross
referenced to shop drawing and subsequent record drawing submittals.
1.02
SUBMITTALS
1.01
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A. Submit to the Engineer, in accordance with Section 01300, shop drawings and product data,
for the following as a minimum:
1. Equipment outline drawings showing elevation and plan views, dimensions and weight.
Indicate all options, special features, ratings and deviations from this Section.
2. Bus arrangement drawings.
3. Product data sheets and catalog numbers for circuit breakers, etc. List all options, trip
adjustments and accessories furnished specifically for this project.
4. Instruction and renewal parts books.
5. Test and inspection reports.
6. Complete bill of materials list.
7. The equipment drawings, summary tables, and bill of materials list shall be computer
generated (i.e. no hand-drawn drawings, sketches, lists will be accepted).
1.03
REFERENCE STANDARDS
A. Panelboards shall be in accordance with the Underwriter Laboratories (UL) "Standard for
Panelboards" and "Standard for Cabinets and Boxes" and shall be so labeled where procedures
exist. Panelboards shall also comply with NEMA Standard for Panelboards and the National
Electrical Code (NEC).
B. Where reference is made to one of the above standards, the revision in effect at the time of bid
opening shall apply.
1.04 MANUFACTIJRERS
J A. 120/240 Volt, single phase, 3 Wire and 120/208 Volt, 3 Phase, 4 Wire panelboards shall be
Type Pow-R-Line by Cutler Hammer/Westinghouse; Type NQOD by Square D Co. or Type
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6295-41350
16470-1
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B. 277/480 Volt, 3 Phase, 4 Wire panelboards shall be; Type NEHB by Square D Co.; Type
Pow-R-Line by Cutler Hammer/ Westinghouse or Type AE as manufactured by the General
Electric Co.
C. 480 Volt, 3 Phase, 3 Wire panelboards shall be; I-Line series by Square D Co.; Type
Pow-R-Line by Cutlet Hammer/ Westinghouse or Type CCB as manufactured by the General
Electric Co.
D. NEMA 3R and 4X panelboards shall be as specified herein, provided in 316 stainless steel
enclosures as manufactured by the Hoffinan or equal and completely assembled by the
panelboard manufacturer.
E. Refer to additional requirements for manufacturers in Section 16000. Alternate suppliers must
be submitted for approval to the Engineer in writing four weeks prior to the original bid date
with supporting documentation to confirm all aspects of the specifications.
PART 2 PRODUCTS
2.01 GENERAL
A. Rating
1. Panel board ratings shall be as shown on the Drawings. All panel boards shall be rated for
the intended voltage.
2. Circuit breaker panelboards shall be fully rated for the specified circuit breaker fault
current interrupting capacity. Series connected short circuit ratings will not be acceptable.
2.02 MATERIALS (NEMA l)
A. Interiors
I. All interiors shall be completely factory assembled with circuit breakers, wire connectors,
etc. All wire connectors, except screw terminals, shall be of the anti-turn solderless type
and all shall be suitable for copper wire of the sizes indicated.
2. Interiors shall be so designed that circuit breakers can be replaced without disturbing
adjacent units and without removing the main bus connectors and shall be so designed
that circuits may be changed without machining, drilling or tapping.
3. Branch circuits shall be arranged using double row construction except when narrow
colmnn panels are indicated. Branch circuits shall be numbered by the manufacturer.
4. A nameplate shall be provided listing manufacturer's name, panel type and rating.
B. Buses
1. Bus bars for the mains shall be of tin plated copper. Full size tin plated copper neutral
bars shall be included. Bus bar taps for panels with single pole branches shall be arranged
for sequence phasing of the branch circuit devices. Bussing shall be braced throughout to
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conform to industry __ practice govcrning short cireoi! stresses in paoelbol. 0 F
Phase bussing shall be full height without reduction. Cross connectors shall be tin plated
copper. Each panel shall be provided with a ground bus bar, with removable linkIjumper
between neutral and ground bus. The ground bus shall be sized to the maximum number
of circuit breakers that can be installed in the panelboard.
.
2.. Neutral bussing shall have a suitable lug for each outgoing feeder requiring a neutral
connection.
3. Spaces for future circuit breakers shall be bussed for the maximum device that can be
fitted into them.
4. Tin plated copper equipment ground baIS shall be furnished.
C. Boxes
1. Recessed or flush mounted boxes shall be made from galvanized code gauge steel having
multiple knockouts, unless otherwise noted. Boxes shall be of sufficient size to provide a
minimum gutter space of 4-in on all sides.
2. Surface mounted boxes and trims shall have an internal and external finish as specified in
Paragraph 2.04.04 below.
3. At least four studs for mounting the panelboard interior shall be furnished.
4. All conduit entrances shall be field punched.
D. Trim
I. Hinged doorS covering all circuit breaker handles shall be included in all panel trims.
2. Doors shall have semi flush type cylinder lock and catch, except that dooIS over 48-in in
height shall have a vault handle and 3-point catch, complete with lock, arranged to fasten
door at top, bottom and center. Door hinges shall be concealed. Furnish two keys for each
lock. All locks shall be keyed alike; directory frame and card having a transparent cover
shall be furnished on each door. All trims shall be door-in-door type construction.
3. The trims shall be fabricated from code gauge sheet steel.
4. All exterior and interior steel surfaces of the panelboard shall be properly cleaned and
finished with ANSI Z55.1, No. 49 or 61 light gray paint over a rust-Utbibiting
phosphatized coating. The finish paint shall be of a type to which field applied paint will
adhere.
5. Trims for flush panels shall overlap the box by at least 3/4-in all around. Surface
mounted panel trims shall have the same width and height as the box. Trims shall be
fastened with quarter turn clamps.
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2.03 MATERIALS (NEMA 3R and 4X)
A. Interiors and Buses
6295-41350
16470-3
8-04
1.
Interi"", and buses shall be as bereinbefure specified forNEMA I COnS1ructiOn.1 0 F
B. &xes and Covers
I. Boxes, covers and hardware shall be made from 316 stainless steel with natural finish.
2. Boxes and covers shall have continuous welded seams and shall be hinged (piano type)
together and gasketed.
3. Conduit openings shall be tapped.
2.04 CIRCUIT BREAKERS
A. Panelboards shall be equipped with circuit breakers with frame size and trip settings as shown
on the Drawings.
B. Circuit breakers shall be molded case, bolt-in type.
C. Each circuit breaker used in 120/208 Volt panelboards shall have an interrupting capacity of
not less than 22,000 Amps, RMS symmetrical.
D. Each circuit breaker used in 120/240 Volt and 120/208 Volt panelboards shall have an
interrupting capacity of not less than 22,000 Amps, RMS symmetrical.
E. Each circuit breaker used in 277/480 Volt and 480 Volt panelboards shall have an interrupting
capacity of not less than 65,000 Amps, RMS symmetrical.
F. GFCI (ground fault circuit interrupter) shall be provided for circuits as required and where
indicated the Drawings. GFCI units shall be I Pole, 120 Volt, molded case, bolt-on breakers,
incorporating a solid state ground fault interrupter circuit insulated and isolated from the
breaker mechanism. The unit shall be UL listed Qass A Group I device (5 milliamp
sensitivity, 25 millisecond trip time) and an interrupting capacity of 10,000 Amps, RMS.
G. Circuit breakers shall be manufactured by the panelboard manufacturer.
PART 3 EXECUTION
3.01 INSTALLATION
A. Mount boxes for surface mounted panelboards so there is at least lI2-in air space between the
box and the wall.
B. Connect panelboard branch circuit loads so that the load is distributed as equally as possible
between the phase busses. Record normal base load phase voltages and currents for each phase
and the total neutral current and submit to the Engineer for review.
C. Install markers on the front cover of all panelboards which identifY the voltage rating. Markers
. .~ shall be made of self sticking B-500 vinyl cloth printed with black characters on an Alert
Orange background, 2-114-in high by 9-in wide, Style A as manufactured by W.H. Brady Co.
or equal.
D. Install a I-in by 3-in nominal laminated plastic nameplate with lI2-in white letters on a black
6295-41350
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background on each panelboard. Nameplate lettering shall he as shown on the Drawings. 1 0 F
Nameplates shall be stainless steel screw mounted.
E. Unless otherwise noted on the Drawings, top of cabinets shall be mounted 6 feet-O-inch above
the floor, properly aligned and adequately supported independently of the connecting
raceways.
.
F. All wiring in panelboards shall be neatly formed, grouped, and identified to provide a neat and
orderly appearance. A typewritten directory card identifying all circuits shall be placed in the
card holder inside the front cover.
All panelboards shall be protected from physical damage, water damage, moisture, corrosion,
dirt and dust during construction. Any panelboard judged to be unacceptable by the Engineer
shall be replaced by the Contractor at no additional cost to the Owner.
Standard factory testing shall be performed for the equipment furnished under this section and
these tests shall be in accordance with the latest version ofNEMA and UL standards. Certified
copies of these tests shall be provided to the Engineer upon request.
Field testing and-commissioning shall be done in accordance with the latest revision of the
" Acceptance Testing Specifications for Electrical Power Distribution Equipment and Systems"
published by the InterNational Electrical Testing Association (NETA Standard ATS-1999)
unless otherwise modified by this Section.
CLEANING
Remove all rubbish and debris from inside and around the equipment. Remove dirt, dust or
concrete spatter from the interior and exterior of the equipment using brushes, vacuum cleaner
or clean lint-free rags. Do not use compressed air.
END OF SECTION
16470-5
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1.01
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SECTION 16600
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UNDERGROUND SYSTEM,
GENERAL
SCOPE OF WORK
A. Furnish and install a complete underground system of raceways, manholes and handholes as
shown on the Drawings and as specified herein. This work includes all underground raceways
which are direct buried or concrete encased.
1.02
RELATED WORK
A. All concrete and reinforcing steel shall be as specified in Division 3, but the responsibility of
furnishing and installing the material shall be that of this Section.
B. All trenching, excavation and backfilling, including gravel and sand bedding and surface
restoration shall be as specified in Division 2, but the responsibility of furnishing and
installing the material shall be that of this Section.
C. Conduit, fittings, installation, etc. shall be as specified in Section 16110.
D. Ground rods and other grounding materials and methods shall be as specified in Section
16660.
E. Precast electrical concrete manholes and handholes shall be furnished under Division 16 and
shall be in compliance with precast concrete structures as specified in Section 02605.
1.03
SUBMITTALS
A. Submit to the Engineer, in accordance with Section 01300, shop drawings and product data,
for the following:
1. Manholes and handholes
2. Plastic duct spacers
3. Manhole and handhole frames and covers
PART 2 PRODUCTS
2.01 MA TERlALS
A. Cable racks, supports, pulling-in irons, manhole steps and hardware shall be hot dipped
galvanized steel as manufactured by Line Materials Co. or equal.
B. Precast concrete manholes and handholes shall be heavy duty type, designed for a Class H2O
wheel load Precast manholes and handholes shall be as manufactured by Brooks Products Co.
C. Manhole frames and covers shall be cast iron heavy duty type for class H-20 wheel loading,
and shall be as manufactured by Neenah, or equal. Manhole covers shall be marked
6295-41350
16600-1
8-04
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"ELECTRIC".
D. Handhole covers and frames shall be hot dipped galvanized and designed for a Class H-20
wheel load. Handhole covers and hatches shall have 316 stainless steel security bolts.
Handhole covers shall be marked "ELECTRIC".
E. Bell ends and plastic duct spacers shall be as manufactured by Carlon or equal.
PART 3 EXECUTION
3.01 INST ALLA TION
A. Install raceways to drain away from buildings. Raceways between manholes or handholes
shall drain toward the manholes or handholes. Raceway slopes shall not be less than 3-in per
100- ft.
B. Reinforce raceway banks as shown on the Drawings.
C. Lay raceway lines in trenches on a clean backfill bedding not less than 6 inches thick and well
graded and compacted.
D. Lay raceway lines in trenches on mats of bank: gravel not less than 6-in thick and well graded.
E. Use plastic spacers located not more than 4-ft apart to hold raceways in place. Spacers shall
provide not less than 2-in clearance between raceways.
F. The minimum cover for raceway banks shall be 30-in unless otherwise permitted by the
Engineer.
G. Make raceway entrances to buildings and vaults with rigid aluminum conduit not less than
10-ft long. Conduits which are not concrete encased for runs below floor slabs in
slab-on-grade construction shall be rigid aluminum conduit. Conduits which are concrete
encased for runs below floor slabs in slab-on-grade construction shall be encased under the
slab to their respective equipment.
H. Raceway terminations at manholes shall be with end bells for PVC conduit and insulated
throat grounding bushings with lay-in type lugs for metal conduit.
I. For bends in 2 inch and larger raceways, long radius elbows, sweeps and offsets shall be used.
J. All 2 inch and larger raceways shall have a mandrel drawn through followed by a swab to
clean out any obstructions which may cause cable abrasions. The mandrel shall be 12 inches
in length and the diameter 1/2 inch less than the inside diameter of the raceway. All 1-1/2 inch
and smaller raceways shall be swabbed clean before installing cables.
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K. Plug spare raceways and seal them watertight at all buildings and structures;
L. Raceways in use shall be sealed watertight at all buildings and structures.
M. Install pulling-in irons opposite all raceway entrances to manholes.
N. Cables shall be trained in manholes and supported on racks and hooks at intervals not greater
than 3 feet-O inches and supports shall be installed on each side of all splices. Furnish inserts
6295-41350
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on all manhole walls for mounting future racks as well as racks required for present
installation. Branch circuit conductors shall not be run in manholes.
O. All joints shall be made so as to prevent the passage of concrete inside the conduit to form
obstructions or cause cable abrasions.
P. Manhole covers in streets shall finish flush with finished paving and in other areas shall finish
3 inches above crown of adjacent roadway. Floor elevations of manholes shall be so set that
the center line of the lowest conduit entering will be not less than I-foot above the floor and
center line of the highest conduit entering will be not less than I foot below the roof slab.
Q. Concrete monuments shall be provided at each stubbed conduit location. Monuments shall be
as shown on the Drawings and shall be installed in the same manner outlined for manhole
covers.
R. A #6 bare copper wire (stranded) shall be installed in each 4-inch PVC conduit containing
control cable unless otherwise noted.
S. A 314-inch by I O-foot copperclad ground rod shall be driven in the bottom of each manhole.
All bond wires, galvanized conduits and metal cable racks shall be bonded to the ground rod.
T. Polyethylene warning tape shall be provided for all underground raceways, duct banks etc.
Tape shall be placed along the raceways entire length and shall be installed 18" above the
raceways on compacted backfill material.
U. Spare and empty conduits shall have a pull wire (3/16 inch polypropylene) installed.
V. As-built drawings shall be furnished showing each conduit terminations, elevations, locations,
manholes, handholes, etc.
END OF SECTION
6295-41350
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SECTION 16660
GROUNDING SYSTEM
PART 1 GENERAL
SCOPE OF WORK
Furnish all labor, materials, equipment and incidentals required and.install a complete
grounding system in strict accordance with Article 250 of the National Electrical Code (NEC),
as shown on the Drawings and as specified herein.
All raceways, conduits and ducts shall contain equipment grounding conductors sized in
accordance with the NBC. Minimum sizes shall be No. 12 A WG.
SUBMITTALS
Submit to the Engineer, in accordance with Section 01300, shop drawings and product data,
for the following:
I. Manufacturer's name and catalog data for ground rods, materials and exothermic welding
methods and materials.
PART 2 PRODUCTS
2.01
MATERIALS
A. Conduit shall be as specified under Section 16110.
B. Wire shall be as specified under Section 16120.
C. Ground rods shall be 3/4-in diameter by to-ft copper clad steel and constructed in accordance
with UL 467. The minimum copper thickness shall be 0.25 rom. Ground rods shaU be
Copperweld or equal.
D. Grounding conduit hubs shall be malleable iron type, manufactured by Thomas & Betts Co.;
Catalog No. 3940 (314-in conduit size), similar to Burndy; O.Z.lGedney Co. or equal, and of
the correct size for the conduit.
E. Waterpipe ground clamps shall be cast bronze saddle type, manufactured by Thomas & Betts
Co. Cat. No.2 (1I2-in, 3/4-in, or I-in size), similar by Burndy; O.Z.lGedney Co. or equal, and
of the correct size for the pipe.
F. Buried grounding connections shall be by Cadweld process, or equal exothermic welding
system.
'":$,
PART 3 EXECUTION
3.01 INSTALLATION
A. The service entrance equipment ground bus shall be grounded to a %-inch cold water pipe and
to the ground as indicated on the Drawings. Run grounding electrode conductors in Schedule
6295-41350
16660-1
8-04
lOF
80 PVC conduits and seal conduits watertight. Do not allow water pipe connections to be
painted. If the connections are painted, disassemble them and re-make them with new fittings.
.
B. Install equipment grounding conductors with all feeders and branch circuits.
-, !
C. Bond all steel building columns in new structures together with ground wire in rigid conduit
and connect to the distribution equipment ground bus, as shown on the Drawings.
D. Ground wire connections to structural steel columns shall be made by exothermic welding.
E. Metal conduits stubbed into a motor control center shall be terminated with insulated
grounding bushings and connect to the motor control center ground bus. Bond boxes mounted
below motor control centers to the motor control center ground bus. Size the grounding wire
in accordance with NEC Table 250-122, except that a minimum No. 12 AWG shall be used.
F. Ground bus in all motor control centers and unit substations shaU be connected to the service
entrance equipment ground bus with a No. 1/0 conductor or as noted on the Drawings.
G. Ground transformer neutrals to the nearest available grounding electrode with a minimum
conductor sized in accordance with NBC Article 250-92 and 250-70 or as shown on the
drawings.
H. Drive grounding electrodes (where rock is encountered, grounding plates may be used in lieu
of grounding rods) and install ground grids as shown on the Drawings.
I. All equipment enclosures, motor and transformer frames, conduits systems, cable armor,
exposed structural steel and all other equipment and materials required by the NEC to be
grounded, shall be grounded and bonded in accordance with the NEC.
J. Seal exposed connections between different metals with No-Oxide Paint Grade A or equal.
K. Lay all underground grounding conductors slack and, where exposed to mechanical injury,
protect by pipes or other substantial guards. If guards are iron pipe, or other magnetic material,
electrically connect conductors to both ends of the guard. Make connections as specified
herein.
L. Care shall be taken to ensure good ground continuity, in particular between the conduit system
and equipment frames and enclosures. Where necessary, jumper wires shall be installed.
M. All grounding type receptacles shall be grounded to the outlet boxes with a No. 12 THW
green conductor connected to the ground terminal of the receptacle and fastened to the outlet
box by means of a grounding screw.
3.02 INSPECTION AND TESTING
, '.
..
A. Inspect the grounding and bonding system conductors and connections for tightness and
proper installation.
B. Use Biddle Direct Reading Earth Resistance Tester or equivalent test instrument to measure
resistance to ground of the system. Perform testing in accordance with test instrument
manufacturer's recommendations using the fall-of-potential method. Notify the Engineer in
writing at least two weeks prior to scheduling any testing. Provide certified calibration sheets
6295-41350
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including dates for all equipment to be used for testing with notice of scheduled testing.
Calibration sheets shall also indicate that the units have been calibrated within six months of
the testing date~
C. All test equipment shall be provided under this Section and approved by the Engineer.
D. Resistance to ground testing shall be performed during dry season. Submit test results in the
form of a graph showing the number of points measured (12 minimum) and the numerical
resistance to ground.
E. Testing shall be performed before energizing the distribution system.
F. A separate test shall be conducted for each building or system.
G. Dry season resistance of the system at each testing location shall not exceed five ohms. If such
resistance cannot be obtained with the system, provide additional grounding, as directed by
the Engineer, at no additional cost to the Owner.
END OF SECTION
1-\
6295-41350
16660-3
8-04
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,.--
NOTICE OF REQUEST FOR CLOSED ATTORNEY-CLIENT
EXECUTIVE SESSION
Notice is hereby given that the County Attorney of Collier County will request at
the Board of County Commissioners Board Meeting scheduled for March 8, 2005, at 9:00
a.m., to be held in the Commission conference room, 3rd Floor, W. Harmon Turner
Building, Collier County Government Center, 3301 East Tamiami Trail, Naples, Florida,
and pursuant to Section 286.011(8), Fla. Stat., that the Board of County Commissioners
meet in executive (closed attorney-client) session on TUESDAY, MARCH 22, 2005, in
the Commission conference room, 3rd Floor, W. Harmon Turner Building, Collier County
Government Center, 3301 East Tamiami Trail, Naples, Florida. The Board in executive
session will discuss:
Strategy related to litigation in the pending case of Collier County
v. Department of Community Affairs and City of Naples, Case No.
04-1048GM, pending in the State of Florida Division of
Administrative Hearings and the Second District Court of Appeals
Case No. 2DCA#2D05-392.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
FRED W. COYLE, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: /s/ Patricia Morgan
Deputy Clerk
(SEAL)
&c.. - i2. 3/ B 105
ttun J 1..A
Re5.C05- \0'3
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
Print on pink paperT~~ ~~~~c~~ntCo?g~~r~11~~~U~!e~~1~<?e~~!:~ t~~~~I~~c;~~o~~~;;;li. ~~. anAriSal
documents are to be forwarded to the Board Oftice only after the Board has taken action on the item.) lUU," oa A 1
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed, If the document is already complete with the
exce tion ofthe Chairman's si nature, draw a line throu h routin lines #1 throu h #4, com lete the checklist, and forward to Sue Filson (line #5).
Office Initials Date
1.
(! /1 f ~~1
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2.
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PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary, Primary contact information is needed in the event one Dr the addressees above, including Sue Filson, need to contact staff for additional or missing
information, All original documents needing the BCC Chairman's signature are to be delivered to the BeC otllee only after the Bee has acted to approve the
item.
3.
"
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G:_-l'~'7:5
It // /
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Yes
(Initial)
N/ A (Not
A licable)
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I: Forms/ County Fonns/ BCe Forms/ Original Documents Routing Slip WWS Original 9.03,04, Revised 126,05, Revised 2,24,05
"
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5. Sue Filson, xecutive Manager
Board of County Commissioners
6. Minutes and Records
Clerk of Court's Office
Name of Primary Staff ".'/ ;./ Phone Number
Contact I ;;'i f' /.' . j.'el ("'i .. .//< r
-.'
Agenda Date Item was -' Agenda Item Number
A roved b the BCC ~, ~--~) :,';
Type of Document Number of Original
Attached 1 ./ L\) ..,/ /Y', Documents Attached
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/A" in the Not Applicable column, whichever is
a ro riate,
Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney, This includes signature pages from ordinances,
resolutions, etc, signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials.)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date of BCC approval of the
document or the final ne otiated contract date whichever is a licable,
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are re uired.
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the Bce office within 24 hours of BeC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCe's actions are nullified, Be aware of your deadlines!
The document was approved by the BCC on ,A{/; / ,~,\enter date) and all changes
made during the meeting have been incorporated in fhe attached document. The
Count Attorne 's Office has reviewed the chan Jes, if a licable.
2,
3.
4.
5.
6.
16Al
MEMORANDUM
Date:
March 9, 2005
To:
John Houldsworth, Senior Engineer
Planning Services
From:
Linda A. Houtzer, Deputy Clerk
Minutes & Records Department
Re:
Resolutions 2005-103, 2005-104 and 2005-105
Enclosed please find one copy of the document as referenced above
(Agenda Item #16Al, #16A6 and #16A7), approved by the Board of
County Commissioners on Tuesday, March 8, 2005.
If you should have any questions, please feel free to contact me
at 774-411
Thank you.
Enclosure
RESOLUTION NO. 05- 103
16Al
RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY,
FLORIDA TO AUTHORIZE FINAL ACCEPTANCE
OF THOSE ROADWAY AND DRAINAGE
IMPROVEMENTS IN WHISPERING WOODS,
RELEASE OF THE MAINTENANCE SECURITY,
AND ACCEPT THE MAINTENANCE
RESPONSIDILITY FOR THE ROADW A Y AND
DRAINAGE IMPROVEMENTS THAT ARE NOT
REQUIRED TO BE MAINTAINED BY THE
WHISPERING WOODS HOMEOWNER'S
ASSOCIATION
WHEREAS, the Board of County Commissioners of Collier County, Florida, on
April 27, 1999 approved the plat of Whispering Woods for recording; and
WHEREAS, the Developer has constructed and maintained the roadway and
drainage improvements in accordance with the approved plans and specifications and as
required by the Land Development Code (Collier County Ordinance No. 91-102, as
amended); and
WHEREAS, the Developer is requesting final acceptance of the roadway and
drainage improvements and release of his maintenance security; and
WHEREAS, the Compliance Services Section of the Development Services
Department has inspected the roadway and drainage improvements, and is recommending
acceptance of said facilities.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptanee is hereby
granted for those roadway and drainage improvements in Whispering Woods, and
authorize the Clerk to release the maintenance security.
BE IT FURTHER RESOLVED AND ORDERED that the County accept the
future maintenance and other attendant costs for roadway and drainage improvements that
are not required to be maintained by the Whispering Woods Homeowner's Association.
this
This Resolu~on adoptyd after motion, second and majority vote favoring same,
,f {~day of /71I.UI'1t ,2005.
DATE: 3 ,.'l~\'~ ~5ll}~,. .
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Approved as to form and legal
sufficiency:
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By: ~ W r -.. ~6
FRED W. COYLE~ C~
Agenda
Date
IleAl
MJL5
3.9'D5
Item #
Date
Rec'd
16A2
COLLIER COUNTY LAND DEVELOPMENT CODE
CONSTRUCTION AND MAINTENANCE AGREEMENT
FOR SUBDIVISION IMPROVEMENTS
THIS CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION
IMPROVEMENTS entered into this ~ day of ~."".r, 2005 between DiVosta Homes, LP, hereinafter
referred to as "Developer", and the Board of County Commissioners of Collier County, Florida, hereinafter
referred to as the "Board".
RECITALS:
A. The Developer has, simultaneously, with the delivery of this Agreement, applied for the approval by
the Board ofa certain plat ofa subdivision to be known as VeronaWaIk Phase 2C.
B. Section 10.02.04 of the Collier County Land Development Code requires the Developer to post
appropriate guarantees for the construction of the improvements required by said subdivision
regulations, said guarantees to be incorporated in a bonded agreement for the construction of the
required improvements.
NOW, THEREFORE, in consideration of the foregoing premises and the mutual covenants
hereinafter set forth, the Developer and the Board do hereby covenant and agree as follows:
1. Developer will cause to be constructed: The paving, drainage, potable water system, sanitary
sewer system, irrigation and street lighting improvements within eighteen (18) months from the
date of approval said subdivision plat, said improvements hereinafter referred to as the required
improvements.
2. Developer herewith tenders its subdivision performance security (attached hereto as Exhibit
"A" and by reference made a part hereof) in the amount of $527,372 which represents 10% of
the total contract cost to complete construction plus 100% of the probable cost to complete the
required improvements at the date of this Agreement.
3. In the event of default by the Developer or failure of the Developer to complete such
improvements within the time required by the Land Development Code, Collier County, may
call upon the subdivision performance security to insure satisfactory completion of the required
improvements.
4. The required improvements shall not be considered complete until a statement of substantial
completion by the Developers engineer along with the final project records have been furnished
to be reviewed and approved by the Development Services Director for compliance with the
Collier County Land Development Code.
5. The Development Services Director shall, within sixty (60) days of receipt of the statement of
substantial completion either: a) notify the Developer in writing of his preliminary approval of
the improvements; or b) notify the Developer in writing of his refusal to approve
8/212005- 155952 Ver. 01!. DHUBER
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N0506-P2B-OO(}. ESBM- 28605
16A2
improvements, therewith specifying those conditions which the Developer must fulfill in order
to obtain the Director's approval of the improvements. However, in no event shall the
Development Services Director refuse preliminary approval of the improvements if they are in
fact constructed and submitted for approval in accordance with the requirements of this
Agreement.
6. The Developer shall maintain all required improvements for a minimum period of one year
after preliminary approval by the Development Services Director. After the one-year
maintenance period by the Developer has terminated, the Developer shall petition the
Development Services Director to inspect the required improvements. The Development
Services Director or his designee shall inspect the improvements and, if found to be still in
compliance with the Collier County Land Development Code as reflected by final approval by
the Board, the Board shall release the remaining 10% of the subdivision performance security.
The Developers' responsibility for maintenance of the required improvements shall continue
unless or until the Board accepts maintenance responsibility for and by the County.
7. Six months after the execution of this Agreement and once within every six months thereafter
the Developer may request the Development Services Director to reduce the dollar amount of
the subdivision performance security on the basis of work complete. Each request for a
reduction in the dollar amount of the subdivision performance security shall be accompanied by
a statement of substantial completion by the Developer's engineer together with the project
records necessary for review by the Development Services Director. The Development
Services Director may grant the request for a reduction in the amount of the subdivision
performance security for the improvements completed as of the date of the request.
8. In the event the Developer shall fail or neglect to fulfill their obligations under this Agreement,
upon certification of such failure, the County Administrator may call upon the subdivision
performance security to secure satisfactory completion, repair and maintenance of the required
improvements. The Board shall have the right to construct and maintain, or cause to be
constructed or maintained, pursuant to public advertisement and receipt and acceptance of bids,
the improvements required herein. The Developer, as principal under the subdivision
performance security, shall be liable to pay and to indemnify the Board upon completion of
such construction, the [mal total cost to the Board thereof, including, but not limited to,
engineering, legal and contingent costs, together with any damages, either direct or
consequential, which the Board may sustain on account of the failure of the Developer to fulfill
all of the provisions of this Agreement.
9. All of the terms, covenants and conditions herein contained are and shall be binding upon the
Developer and the respective successors and assigns of the Developer.
3/1112005- 149273 Ver: 011. DHUBER
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N05O&-P2B-OOO- ESBM- 2B1l55
16A2
IN WITNESS WHEREOF, the Board and the Developer have caused this Agreement to be executed by
their duly authorized representatives this Cfi day of jt'~-.Jt!k __,2005.
SIGNED
IN THE PRESENCE OF:
Witness
(kw -to) tf a/JtI~ ')th.
Chn S-h ne /L!05ft'( )Cn
Printed or typed name
Witness
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JOdCl t: PI (; OS
Printed or typed name
, -,;C ~'_' t~ r(t~
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DWIGHT ~. BRQC~l ~LERF
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Approved as to form and Legal Sufficiency:
. --.
311112005- 149273 Ver: 01!. DHUBER
CA.04J
N0506-P2~ ESBM- 28955
DiV osta Homes, LP
BY:'~~ ~
/
Michael D. Rosen, Vice President
BOARD OF COUNTY COMMISSIONERS
OF COLL~OUNTY, FLORIDA
By: ~W.~
FeED Lv . ~YLE) . ,4liY\A.\J
Item # I (p F\'2.
Agenda 3 - ~ -0-;
Date
Date ct> , \ S -() s-
Relid 0 Q MJJD l
e uty Clerk
16A2
COLLIER COUNTY LAND DEVELOPMENT CODE
PERFORMANCE BOND
Bond No.
6346410
KNOW ALL PERSONS BY THESE PRESENTS: that DiVosta Homes. L.P., 4500 PGA Boulevard.
Suite 400. Palm Beach Gardens. FL 33418 (hereinafter referred to as "Owner") and Safeco Insurance
Comoanv of America. 2800 W. Higgins Road. Suite 1100. Hoffman Estates. II., 60159 (hereinafter
referred to as "Surety") are firmly bound unto Collier County. Florida. 2800 North Horseshoe Drive.
Naples. Florida 33942 (hereinafter referred to as "County") in the total aggregate sum of five hundred
twenty seven thousand three hundred seventy two and 00/100 ($527.372.00) lawful money of the United
States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents. Owner and Surety
are used for singular or plural, as the context requires.
THE CONDITION OF THIS OBLIGA nON is such that whereas, the Owner has submitted for approval
by the County a certain subdivision plat named Verona Walk. Phase 2C and that certain subdivision shall
include specific improvements which are required by Collier County Ordinances and Resolutions
(hereinafter "Land Development Regulations"). This obligation of the Surety shall commence on the
date this Bond is executed and shall continue until the date of final acceptance by the Board of County
Commissioners of the specific improvements described in the Land Development Regulations
(hereinafter the "Guaranty Period").
NOW, THEREFORE, if the Owner shall well, truly and faithfully perform its obligations and duties in
accordance with the Land Development Regulations during the guaranty period established by the
County, and the Owner shall satisfy all claims and demands incurred and shall fully indemnify and save
harmless the County from and against all costs and damages which it may suffer by reason of Owner's
failure to do so, and shall reimburse and repay the County all outlay and expense which the county may
incur in making good any default, then this obligation shall be void, otherwise to remain in full force and
effect.
PROVIDED, FURTHER, that the said Surety, for value received hereby, stipulates and agrees that no
change, extension of time, alteration, addition or deletion to the proposed specific improvements shall in
any way affect its obligation on this Bond and it does hereby waive notice of any such change, extension
of time, alteration, addition or deletion to the proposed specific improvements.
PROVIDED FURTHER, that it is expressly agreed that the Bond shaiI be deemed amended
automatically and immediately, without formal and separate amendments hereto, so as to bind the Owner
and the Surety to the full and faithful performance in accordance with the Land Development
Regulations. The term "Amendment" whenever used in this Bond and whether referring to this Bond or
other documents, shall include any alteration, addition, or modification of any character whatsoever.
" !\ {
C{.
16A2
IN WITNESS WHEREOF, the parties hereto have caused this PERFORMANCE BOND to be executed
this 5th day of August, 2005.
SAFECO INSURANCE COMPANY OF AMERICA
DIVOSTA HOMES, L.P.
By:
By
clh-n,,~
. Ian M. Klym, Attomey-m-. ct
~~.
Ro ert Porter, Senior Treasury Analyst
. t"'
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Witness:
Witness:
Witness:
~ S A FEe O.
r~
16A2
LIMITED POWER
OF A TIORNEY
SAFECO INSURANCE COMPANY OF AMERICA
GENERAl INSURANCE COMPANY OF AMERICA
HOME OFFICE: SAFECO PlAZA
SEATTlE, WASHINGTON 98185
No. 8011
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 ,
.................COLElTE R. ZUKOFF; SUZANNE TREPPA; JOHN R. STOLLER; VINCENT J. FREES; CALVIN R. BOYD; JULIA T. CORCORAN; JAN M. KLYM;
JANE K. B01TlNG; BRUCE E. ROBINSON; ROBERT PORTER; Bloomfield Hills, Michigan................................................................
its true and lawful attomey(s)-ln-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other docurT)ents of a similar
character issued by the company in the course of its business. and to bind the respective company thereby in amounts or penalties not exceeding the sum
of Two Million Five Hundred Thousand and 00/100 _ _ _ _ _ _ _. _ _ _ _ _ _.. _. __ . _ _ _ _. _ _ _ _. _ _ . _ _ _ _. _ _ _.. _ _ _ _ _ __ _ _. _ _ _ _ _ _ _ _ _ _ _ _ _.. . __ _ _. ~ _ _ _ __ _. _ __
DOLLARS ($ 2,500,000.00
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and
attested these presents ,,'
this 15th
day of March
, 2005
CHRlsnNE MEAD, SECRETARY
fl;,k /Ac-~\ck..
MIKE MCGAVlCK, PRESIDENT
CERnFICATE
Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA:
"Article V, Section 13. - FIDELITY AND SURElY BONDS. .. the Presidenl, any Vice President, the Secretary, and any Assistant Vice President appointed for
that purpose by the officer in charge of surety operations, shaD each have authority to appoint individuals as attomeys-in-fact or under other appropriate titles with
authority to execute on behalf of the company fidelity and surety bonds and olher 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, lhat the seal shan 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..attorneyappointment 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. Christine Mead, 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 Resohrtion of the Board of Directors of these corporations. and of a Power of Attorney issued pursuant therelo,
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 hereunlo set my hand and affIXed the facsimile seal of said corporations
this
5TH
day of
AUGUST
2005
CHRISTINE MEAD, SECRETARY
S-09751SAEF 2J01
SA reglslered trademark of SAFECO Corporation
0311512005 PDF
16A2
..
IMPORTArff NonCE TO SURfTYEJOND cusrOMEASltEGAROING
THE TERROR-ISM RISK INSURANCEACTOFZOO2
As a surety bond customer of on~ of the SAffCO insurance COmOBtiles lSAFfCO Insurance, Comoan~' ot
Amenca; General Insurance Comoany of AmerIca, first Natiooal Insurance Company,Amencan States Insur.
ance Corilpany.orAmerican Economy Insurance CompanyJ.it is .our dUty to notify you thar-the TerrOflsm R,slc
Insurance Act of 2002 extends to -sureCy'msurance-. This means that underc~rt3m Circumstances we may be
elIgible for reunbursement of c:ertam surety bond losses by the Utllted States government under afo/mula '
established by this Act
'.
, Unde~ this formula. the United States.govemrnent pays 9~ of JosSes. caused by certified acts of terrOrism that
' exceed a statutorily established deductible to be paid by the inS.urance .~ompany providing' the bond. The Act
also establishes a SlOObillion cap for the total of aIJ'osses to be paid by an insurers for certified acts o(
terrorism. losses on some ,or aU of your bcndsmay,bt sQbjeCtto this cap.
..Tliis notice.<foes /lQI modify 'ny Or thO exisbl!glei... an<lCQoditioos of lhi$ bnllll. the Wlde'bring .g'tern..,
guaranteed'by this bond. any statutes governing the te'nns Dt tflls bOnd CF 31iy generally applicable rules 01 law.
Atthis tiine there is no 'premiu!" changereSuftingfrom tfus ACt
. ,
,,,~' .
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16A2
ACKNOWLEDGEMENT BY SURETY
STATE OF MICHIGAN )
)ss.
COUNTY OF OAKLAND)
On this 5th day of August, 2005, before me personally appeared Jan M. Klym known to me
to be the Attorney-in-Fact of Safe co Insurance Company of America, the same. In witness
whereof, I have hereunto set my hand and affixed my official seal, at my office in the
aforesaid County, the day and year in this certificate first above written.
My Commission Expires: March 26, 2006
~~'~;:~f'\.':- ':~_I..'\ \.., } ~. , t . ~'f.~; I '~
~U~_~ J.d-k'J)HJ~
Notary Public, Marcia G. Howard
Oakland County, Michigan
,
~:"'{ AKY I'UEUC::T i.12 0,; ;'.UCI-~~C,.,,,,,'
. OAKLAND COUNTY
l . ~ "'A" .... .,'t-..
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16A2
ACKNOWLEDGEMENTBYPIDNCWAL
STATE OF MICHIGAN )
)ss.
COUNTY OF OAKLAND)
On this 5th day of August, 2005, before me, the undersigned authorized employee,
personally appeared Robert Porter who acknowledges himselfto be Senior Treasury
Analyst for DiVosta Homes, L.P., being authorized to do so, executed the foregoing
instrument for the purposes therein contained by signing the name of the Corporation by
himself as such employee.
My Commission Expires: March 26, 2006
~11 \()u .~)o. ;:;><.~ r 1\.iJ {I R ,! c.\
Notary Public, Marcia G. Howard
Oakland County, Michigan
..- ~-r :-7;1"-'_= ,: ~.~~::-~..':~<~
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MH:033
~
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812112004 . . 132514v1
N0506.P28-ooo-EES
VERONAWALK
PHASE 2C
OPINION OF PROBABLE COST
16A2
Sanitary Collection System $ 119,934
Potable Water $ 83,021
Drainage $ 36,232
Paving $ 151,027
Lighting $ 3,503
Landscaping (Code Minimum) $ 27,014
Irrigation (Code Minimum) $ 58,697
Total Probable Cost $ 479,429
Bond Amount (110% Total Probable Cost) $ 527,372
Cil~.
~\.L.j
CO\\\\'tl~
16A4 -..
CONSTRUCTION AND MAINTENANCE AGREEMENT
FOR SUBDIVISION IMPROVEMENTS
THIS CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION
IMPROVEMENTS entered into this ~ day of ':ru I ~ ' 200~ between
l)J'AI\c... \\nMts J LLG hereinafter referred to as" eveloper," and the Board of County
Commissioners of Collier County, Florida, hereinafter referred to as the "Board."
RECITALS:
A. Developer has, simultaneously with the delivery of this Agreement, applied for
the approval by the Board of a certain plat of a subdivision to be known as: A~ 'tJA L..u'- I A.
/
B. ~t.t::l""" fe'~:~1 of the Collier County Land Development Code requires the
,Developer to post appropriate guarantees for the construction of the improvements required by
said subdivision regulations, said guarantees to be incorporated in a bonded agreement for the
construction of the required improvements.
NOW, THEREFORE, in consideration of the foregoing premises and mutual covenants
hereinafter set forth, Developer and the Board do hereby covenant and agree as follows:
1. Developer will cause to be constructed: ~Ab~A..-I . \)i2.A,'~AbE., /.VA' Go ~ ~ ~G.\..)&"Z-
:t.M'V~~r.. ~ "{ ~
(LIST IMPROVEMENTS TO B'E MADE)
within I S months from the date of approval of said subdivision plat, said improvements
hereinafter referred to as the required improvements.
2. Developer herewith tenders its subdivision performance security (attached hereto
as Exhibit "A" and by reference made a part hereof) in the amount of $Z/t2SIGo'O.oo
which amount represents 10% of the total contract cost to complete construction
plus 100% of the estimate cost of to complete the required improvements at the
date of this Agreement.
3. In the event of default by the Developer or failure of the Developer to complete
such improvements within the time required by the Land Development Code,
Collier County may call upon the subdivision performance security to insure
satisfactory completion of the required improvements.
4. The required improvements shall not be considered complete until a statement of
substantial completion by Developer's engineer along with the final project
record~ have been furnished for review and approval by the Development
Services Director for compliance with the Collier County Land Development
16A4
Code.
5. The Development Services Director shall, within sixty (60) days of receipt of the
statement of substantial completion, either: a) notify the Developer in writing of
his preliminary approval of the improvements; or b) notify the Developer in
writing of his refusal to approve improvements, therewith specifying those
conditions which the Developer must fulfill in order to obtain the Director's
approval of the improvements. However, in no event shall the Development
Services Director refuse preliminary approval of the improvements if they are in
fact constructed and submitted for approval in accordance with the requirements
of this Agreement.
6. The Developer shall maintain all required improvements for a minimum period of
one year after preliminary approval by the Development Services Director. After
the one year maintenance period by the Developer has tenninated, the Developer
shall petition the Development Services Director to inspect the required
improvements. The Development Services Director or his designee shall inspect
the improvements and, if found to be still in compliance with the Collier County
Land Development Code as reflected by final approval by the Board, the Board
shall release the remaining 10% of the subdivision performance security. The
Developer's responsibility for maintenance of the required improvements shall
continue unless or until the Board accepts maintenance responsibility for and by
the County.
7. Six (6) months after the execution of this Agreement, and once within every six
(6) months thereafter, the Developer may request the Development Services
Director to reduce the dollar amount of the subdivision performance security on
the basis of work complete, Each request for a reduction in the dollar amount of
the subdivision performance security shall be accompanied by a statement of
substantial completion by the Developer's engineer together with the project
records necessary for review by the Development Services Director. The
Development Services Director may grant the request for a reduction in the
amount of the subdivision performance security for the improvements completed
as of the date of the request.
8. In the event the Developer shall fail or neglect to fulfill its obligations under this
Agreement, and upon certification of such failure, the County Administrator may
call upon the subdivision performance security to secure satisfactory completion,
repair and maintenance of the required improvements. The Board shall have the
right to construct and maintain, or cause to be constructed or maintained, pursuant
to public advertisement and receipt and acceptance of bids, the improvements
required herein. The Developer, as principal under the subdivision performance
security, shall be liable to pay and to indemnify the Board, upon completion of
such construction, the final total cost to the Board thereof, including, but not
limited to, engineering, legal and contingent costs, together with any damages,
either direct or consequential, which the Board may sustain on account of the
16A4
failure of the Developer to fulfill all of the provisions of this Agreement.
9. All of the terms, covenants and conditions herein contained are and shall be
binding upon the Developer and the respective successors and assigns of the
Developer.
IN WITNESS WHEREOF, the Board and the Developer have caused this Agreement to
be executed by their duly authorized representatives this \8'"' day of :JUlY
200.5""".
SENCE OF:
(Name of Entity) ])J~ Ho~ ~ \-\..L..
By:
Pri Name U:-enn;~U}d~
~. ~~~IL ~
Print Name i../4 e.r' CI tV' 4.)
A TIEST:
DWIGHT E. BROCK, CLERK
. ~ "",.." . f I
I \ .J i;........~ '.\ ".-
;....> :",~," :',,~.<~>..
, , '
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
By: f~'!:!;~' ~
By:
BfW' . _'S
, ~'1 . / .-" -
. '.t~, ,..~:
',.'.....,.. "'-..; ,." I"~'-":
Approved as t9l()~an'dlegal sufficiency:
"", ,"
'""
JE ER A. BELPEDI
Assistant County Attorney
Item# \ ~Vl~
Agenda3-8fb
Date
G.
...
1 ,. ~ <;, , "{- f ;
flDFifth Third Bank
16A4
<'I
LETTER OF CREDIT NO. CIS404100
PAGE
1
ISSUING BANK:
FIFTH THIRD BANK, (SOUTH FLORIDA)
OR-I ~ N ALl
BENEFICIARY:
THE BOARD OF COUNTRY COMMISSIONERS
COLLIER COUNTY, FLORIDA C/O JOHN
HOULDSWORTH ENGINEERING AND
DEVELOPMENT SERVICES, 2800 NORTH
HORSESHOE DRIVE
NAPLES, FLORIDA 34104
APPLICANT:
DJMC HOMES, LLC
9130 CORSEA DEL FONTANA WAY
NA?LE8'1 FL 34109
LETTER OF CREDIT NO: CIS404100
ISSUE DATE: JULY 18, 0
EXPIRATION DATE: JULY 18, 2006
EXPIRATION PLACE: AT OUR COUNTERS
AMOUNT: 2,928,903.00 USD TWO MILLION NIN&
THOUSAND NINE HUNDRED THREE 00/100
WE HEREBY ISSUE IN YOUR FAVOR THIS IRREVOCABLE STANDBY LETTER OF
CREDIT WHICH IS AVAILABLE BY PRESENTATION OF YOUR DRAFT(S) AT
SIGHT DRAWN ON FIFTH THIRD BANK, (SOUTH FLORIDA) ACCOMPANIED BY
THIS ORIGINAL LETTER OF CREDIT AND THE FOLLOWING DOCUMENTS:
BENEFICIARY'S STATEMENT PURPORTEDLY SIGNED BY THE COUNTY MANAGER,
CERTIFYING THAT IIDJMC HOMES, LLC HAS FAILED TO CONSTRUCT AND/OR
MAINTAIN THE IMPROVEMENTS ASSOCIATED WITH THAT CERTAIN PLAT OF
SUBDIVISION KNOWN AS ANDALUCIA SUBDIVISION ORA FINAL INSPECTION
SATISFACTORY TO COLLIER COUNTY HAS NOT BEEN PERFORMED PRIOR TO
THE DATE OF EXPIRY, AND SATISFACTORY ALTERNATIVE PERFORMANCE
SECURITY HAS NOT BEEN PROVIDED TO AND FORMALLY ACCEPTED BY THE
BENEFICIARYII .
PARTIAL DRAWINGS ARE ALLOWED.
MULTIPLE DRAWINGS ARE ALLOWED.
THIS LETTER OF CREDIT SHALL BE VALID UNTIL JULY 18, 2006 AND
SHALL THEREAFTER BE AUTOMATICALLY RENEWED FOR SUCCESSIVE ONE-YEAR
...._-~ . .... .
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Il1Fifth Third Bank
16A.4
LETTER OF CREDIT NO. CIS404100
PAGE
2
PERIODS ON THE ANNIVERSARY OF ITS ISSUE UNLESS AT LEAST SIXTY
(60) DAYS PRIOR TO ANY SUCH ANNIVERSARY DATE, THE ISSUER NOTIFIES
THE BENEFICIARY IN WRITING BY REGISTERED MAIL THAT THE ISSUER
ELECTS NOT TO SO RENEW THIS CREDIT.
THE BANK SHALL NOT BE CALLED UPON TO DETERMINE QUESTIONS OF. FACT
OR LAW AT ISSUE BETWEEN THE BANK'S CUSTOMER AND THE BENEFICIARY ,1
OF THIS LETTER OF CREDIT. M .,
ALL BANKING CHARGES OUTSIDE OF THE ISSUING BANK ARE FOR THE
ACCOUNT OF THE BENEFICIARY.
ALL DRAFTS MUST BEAR THE CLAUSE: "DRAWN UNDER LETTER OF CREDIT ".
NUMBER CIS404100 OF FIFTH THIRD BANK, (SOUTH FLORIDA), DATED JULY
18, 2005."
~f
UBSEQUENT
ENDORSEMENT OF
ON.
.-.,c_ I ...."". i
WE ENGAGE WITH YOU THAT DRAFTS DRAWN UNDER AND IN COMPLIANCE
WITH THE TERMS OF THIS LETTER OF CREDIT WILL BE HONORED IF
NEGOTIATED OR PRESENTED DURING BUSINESS HOURS ON OR BEFORE THE
EXPIRATION DATE AT:
FIFTH THIRD BANK
INTERNATIONAL TRADE SERVICES
38 FOUNTAIN SQUARE PLAZA, MD10903C
CINCINNATI, OH 45263
"
~- . ~
; ,
COMMERCIAL LETTERS OF CREDIT: 513-534-5119
STANDBY LETTERS OF CREDIT: 513-534-4474
THIS CREDIT IS SUBJECT TO THE UNIFORM CUSTOMS AND PRACTICE FOR -.
DOCUMENTARY CREDITS (1993 REVISION), INTERNATIONAL CHAMBER OF
COMMERCE PUBLICATION NO. 500.
~__Jf(~
AU ~D S NATURE
. :.:; " :....'-""1 . to. f J ~ . ; ~.
illFifth Third Bank
16A4
LETTER OF CREDIT NO. CIS404100
PAGE
1
AMENDMENT NUMBER: 001
DATE OF AMENDMENT:
AUGUST 03, 2005
ISSUING BANK:
FIFTH THIRD BANK (SOUTH FLORIDA)
APPLICANT:
DJMC HOMES, LLC
9130 CORSEA DEL FONTANA WAY
NAPLES, FL 34109
BENEFICIARY:
THE BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLOR:i:DA C/O JOHN..
HOULDSWORTH ENGINEERING AND
DEVELOPMENT SERVICES, 2800 NORT~
HORSESHOE DRIVE
NAPLES, FLORIDA 34104
ISSUED IN
ACCOUNT OF
RE: OUR IRREVOCABLE LETTER OF CREDIT NO
FAVOR OF THE BOARD OF COUNTY COMMISSION
DJMC HOMES, LLC IN THE AMOUNT OF 2,928,
PLEASE AMEND THE ABOVE AS FOLLOWS:
ON PAGE TWO, DELETE WHERE IT READS AS FOLLOWS:
"ALL BANKING CHARGES OUTSIDE THE ISSUING BANK ARE FOR THE
ACCOUNT OF THE BENEFICIARY."
ON PAGE TWO, DELETE PARAGRAPH SEVEN, AND REPLACE WITH THE
FOLLOWING:
"WE ENGAGE WITH YOU THAT DRAFTS DRAWN UNDER AND IN COMPLIANCE
WITH THE TERMS OF THIS LETTER OF CREDIT WILL BE HONORED IF
NEGOTIATED OR PRESENTED DURING BUSINESS HOURS ON OR BEFORE THE
EXPIRATION DATE AT: FIFTH THIRD BANK, 999 VANDERBILT BEACH ROAD,
MD B9992B, NAPLES, FL 34108, ATTN: JULI MILLER, WHO WILL THEN
FORWARD ON TO FIFTH THIRD BANK, INTERNATIONAL TRADE SERVICES,
38 FOUNTAIN SQUARE PLAZA, MD 10903C, CINCINNATI, OH
45263 FOR PAYMENT."
'.-'.- .--, I ..:..;:.::--I'..-U...;;.;.;H:..:....:!t:...:;.:.:;U~r..!i:h.H~!'
'- ~-~,~, --...". '.'-~', - . .."'...~ I r~"": Il~:; ~ .
mFifth Third Bank : ': .,: .~
16A4
LETTER OF CREDIT NO. CIS404100
PAGE
2
ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED.
REGARDS I
I \ _'ri,'~_
-.......
,
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fl}Fifth Third Bank
16A4
~
t
LETTER OF CREDIT NO. CIS404100
PAGE
1
AMENDMENT NUMBER: 002
DATE OF AMENDMENT:
AUGUST 17, 2005
ISSUING BANK:
FIFTH THIRD BANK (SOUTH FLORIDA)
APPLICANT:
DJMC HOMES, LLC
9130 CORSEA DEL FONTANA WAY
NAPLES, FL 34109
BENEFICIARY:
THE BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA C/O JOHN
HOULDSWORTH ENGINEERING AND
DEVELOPMENT SERVICES, 2800 NORT
HORSESHOE DRIVE
NAPLES, FLORIDA 34104
RE: OUR IRREVOCABLE LETTER OF CRED T NO,
FAVOR OF THE BOARD OF COUNTY COMMISSION~RS
FLORIDA FOR THE ACCOUNT OF DJMC HOMES, ~LC
2,928,903.00 USD
00 ISSUED IN
; R COUNTY,
AMOUNT OF
PLEASE AMEND THE ABOVE AS FOLLOWS:
ON PAGE TWO, DELETE PARAGRPAH SEVEN AND REPLACE WITH THE
FOLLOWING:
"WE ENGAGE WITH YOU THAT DRAFTS DRAWN UNDER AND IN COMPLIANCE
WITH THE TERMS OF THIS LETTER OF CREDIT WILL BE HONORED IF
NEGOTIATED OR PRESENTED DURING BUSINESS HOURS ON OR BEFORE THE
EXPIRATION DATE AT: FIFTH THIRD BANK, 999 VANDERBILT BEACH ROAD,
MD B9992B, NAPLES, FL 34108, ATTN: LETTER OF CREDIT DEPARTMENT,
OR FIFTH THIRD BANK, INTERNATIONAL TRADE SERVICES, 38 FOUNTAIN
SQUARE PLAZA, MD 10903C, CINCINNATI, OH 45263".
ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED.
~
GREG
ASSIST T VICE PRESIDENT
16A4
"!'
ANDALUCIA .
CEC #03.297
Engineer's Opinion of Probable Construction Costs
September 2004
SUMMARY
A. CONSTRUCTION COSTS
ITEM I
NO. DESCRIPTION SUBTOTAL
I Earthwork $1,070,957.00
n Potable Water Distribution System $ 212,049.00
ill Sanitary Sewer Collection System $ 431,947.00
IV Drainage $ 155,759.00
V Paving, Grading & Miscellaneous $ 553,740.50
TOTAL Construction Costs
S 2,424,452.50
B. PERMIT APPLICATION REVEW & lNSPECTION FEES TOTAL
S
9,033.03
GRAND TOTAL
$ 2,433,485.53
'/. ,. ,
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2. L" r6, 'l:> ~4. OS
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~~~
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J:\DA TA\2003\03297\Civil\ENG REPOR1\03297 _ EOPCC _20040929(Summary)
Page 1 of7
fl}Fifth Third Bank
16A4
AMENDMENT TO IRREVOCABLB BANE LBTTBR OF CREDIT
EVIDBNCE OF AUTHORITY
Dated August 17, 2005
This document is to certify that Greg Hahn, Assistant Vice president and
William J. Nartker II, Trade Services Supervisor, have the necessary authority
to execute the $2,928,903.00 amendment to Irrevocable Bank Letter of Credit
Number CIS404100 issued August 17, 2005 on behalf of The Board of county
Commissioners Collier county, Florida for the account of DJMC Homes, LLC
for Fifth Third Bank, (South Florida)
FIFTH THIRD BANK
~~ter icft-1l/
vice president
16A4
, ~:..:n':'0~rEnp~rrF1)
: :
J U L 1 9 2C05 ; ,
I
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, . .' :.J
L-.; .
N----____.OJ__.______________
DJMC HOMES, LLC
9130 CORSEA DEL FONTANA WAY
NAPLES, FL 34109
JULY 18, 2005
PER YOUR REQUEST WE HAVE ISSUED LETTER OF CREDIT NUMBER
CIS404100 FAVOR OF THE BOARD OF COUNTRY COMMISSIONERS
ATTACHED PLEASE FIND A COPY FOR YOUR RECORDS.
PLEASE CONTACT ME WITH ANY QUESTIONS REGARDING THIS
LETTER OF CREDIT.
REGARDS,
JENNIFER SANDER
INTERNATIONAL BANKING SERVICES
38 FOUNTAIN SQUARE PLAZA
MD 10903C
CINCINNATI, OH 45202
TEL: 513-534-5229
FAX: 513-534-5950
16A5
CONSTRUCTION AND MAINTENANCE AGREEMENT
FOR SUBDIVISION IMPROVEMENTS
THIS CONSTRUCTION AND MAINTENANCE AGREEMENT FOR SUBDIVISION
IMPROVEMENTS entered into this d. day of
~c:.. .
, 2004, between
Long Bay Partners, LLC, a Florida Limited Liability Company, hereinafter referred to as
"Developer", and the Board of County Commissioners of Collier County, Florida, hereinafter referred
to as "The Board".
RECITALS:
A.. Developer has, simultaneously, with the delivery of this Agreement, applied for the approval
by the Board of a certain plat of a subdivision to be known as Mediterra _ Parcel 125.
B. Division 3.2 of the Collier County Land Development Code requires the Developer to post
appropriate guarantees for the construction of the improvements required by said subdivision regulations, said
guarantees to be incorpo:rated in a bonded agreement for the construction of the required improvements.
NOW, THEREFORE, in consideration of the foregoing premises and mutual covenants hereinafter
set forth, Developer and the Board do hereby covenant and agree as follows:
1. Developer will cause to be constructed: The paving, drainage, potable water, irrigation
water, sanitary sewer and street lighting improvements for Mediterra - Parcel 125 within eighteen (18)
months from the date of approval of said subdivision plat, said improvement hereinafter referred to as the
"required improvements."
2. Developer herewith tenders its subdivision perfonnance security (attached hereto as Exhibit
"A" and by reference made a part hereof) $1.280.635.00, which represents ten percent (10%) of the total
contract cost to complete construction plus one hundred percent (100%) of the estimated cost to complete the
required improvements at the date of this Agreement.
1216/2004- 141764 Ve~ 021. Rl'iacert
c...,
02934-051-007. eCOR. 28522
Page 1 of4
16A5
3. In the event of default by the Developer or failure of the Developer to complete such
improvements within the time required hy.the Land Development Code, Collier County, may call upon the
subdivision perfonnance security to insure satisfactory completion of the required improvements.
4. The required improvements shall not be considered complete until a statement of substantial
completion by Developer's engineer along with the final project records have been furnished to be reviewed
and approved by the Development Services Director for compliance with the Collier County Land
Development Code.
5. The Development Services Director shall, within sixty (60) days of receipt of the statement
of substantial completion, either: a) notity the Developer in writing of its preliminary approval of the
improvements; or b) notity the Developer in writing of its refusal to approve improvements, therewith
specifYing those conditions which the Developer must fulfill in order to ohtain the Director's approval of the
improvements. However, in no event shall the Development Services Director refuse preliminary approval of
the improvements if they are in fact constructed and submitted for approval in accordance with the
requirements of this Agreement.
6. The Developer shall maintain all required improvements for a minimum period of one year
after preliminary approval hy the Development Services Director. After the one-year maintenance period by
the Developer has tenninated, the Developer shall petition the Development Services Director to inspect the
required improvements. The Development Services Director or his designee shall inspect the improvements
and, if found to be still in compliance with the Collier County Land Development Code as reflected by fmal
approval by the Board, the Board shall release the remaining ten percent (10%) of the subdivision
perfonnance security. The Developer's responsibility for maintenance of the required improvements shall
continue unless or until the Board accepts maintenance responsibility for and by the County.
7. Six (6) months after the execution of this Agreement and once within every six (6) months
thereafter the Developer may request the Development Services Director to reduce the dollar amount of the
8131/2004.141764 Vor. 011. RPiacent
"-,
02934-051-007. eCOR- 2B522
Page 2 of4
subdivision performance security on the basis of work compleled. Each request for a reduction in the dollar
16A5
amount of the subdivisi.on perfonnance security shall he accompanied by a statement of substantial
completion by the Developer's engineer together with the project records necessary for review by the
Development Services Director. The Development Services Director may grant the request for a reduction in
the amount of the suhdivision performance security for the improvements compleled as of the date of the
request.
8. In the event the Developer shall fail or negleetto fulfill its obligations under this Agreemen~
upon certification of such failure the County Administrator may call upon the subdivision performance
security to secure satisfactory completion, repair and maintenance of the required improvements. The Board
shall have the right to construct and maintain, or cause to he constructed or maintained, pursuant to public
advertisement and receipt and acceptance of bids, the improvements required herein. The Developer, as
principal under the suhdivision performance security, shall he liable to pay and to indemnify the Board, upon
completion of such construction, the fmal total cost to the Board thereof, including, hut not limited to,
engineering, legal and contingent costs, together with any damages, either direct or consequential, which the
Board may sustain on account of the failure of the Developer to fulfill all of the provisions of this Agreement
9. All of the tenns, covenants and conditions hemin contained are and shall he binding upon
the Developer and the respective successors and assigns of the Developer.
&r3112()(u" 141784 Ver. 011. RPiacent
,,-,
D29J4-051-()07. ECOR. 2llS22
Page 3 of4
16A5
IN WITNEss WHEREOF, the Board and the Oeveloper have caused this Agreement to be executed by
their duly authorized repres~ntatives this~y of ~ ~j hl d ll, 2004.
Signed, Sealed and Delivered
in the presence of:
SignGfUo!M~
~inV1t/d &1ev-n~1t1
~E0~~~
Printed or typed name
-, . ; - f.
ATTEST' ~,-:-' ..:::. <, ,'>,'
. ",\ " . . . . .'" "';"'"
. ":',1..' ..~ .:. ",-... r'."f t.-:. ",
DWIGHT:E[.a.R9CK,'CLERK\ \~: ~
. -". I"";
. . ~- ", . r:.... ~
Approved as to fonn and legal sufficiency:
~C^-8 ~~r~~,
Jc. .I\)\FE- A. iS~D\()
Assistant Collier County Attorney
8/31/2004- 141764 Ver: 011- RPiacent
C_3
02934-051'007. ECOR. 28522
Page 4 of4
DEVELOPER:
LONG BA Y PARTNERS, LLC
A Florida Limited Liability Company
BY:}) ~ ,4. 6"'~.. _
David H. Graham, Vice President
Bonita Bay Properties, Inc.,
The Managing Member of Long Bay Partners, LLC,
a Florida Limited Liability Company
COMMISSIONERS
'FLORlO~~
ltem# ~:....
Agenda 3 -8 -(J~
Date
c
Docs #141566
919/2004 . #32002 .
N0442-S04.o00
Mediterra Phase Three East Unit One - Parcel 125
Engineer's Opinion of Probable Cost, 9/04
WiIsonMiIIer, Inc. Drawing NO.'D-2934-195
16A~
Summary
Potable Water
$145,464
Wastewater
$134,472
Drainage
$75,69]
lnigation
$28,516
Paving
$695,071
Landscape
$50,000
Lighting
$35,000
Total
$1,164,214
Bonding Amount (11 0%)
$1,280,635
Stephen A. M~ans, P.R.
.~.. ( . ..
License No. 36844
"~ ;
WiIsonMiller, Ine: - FL <LIC. #LC-COOO 170
:.,::
L~ "~'~I~I
Mediterra Phase Three East Unit One - Parcel 125
Engineer's Opinion of Probable Cost, 9/04
WilsonMiIIer, Inc. Drawing No. D-2934-195
16A
Docs #141566
Wastewater
Item Units Quantity Unit Price Total Price
Manhole (0'_6' cut) EA 3 $2,750 $8,250.00
Manhole (6'_8' cut) EA 7 $3,300 $23,100,00
Manhole (8'-10' cut) EA 4 $3,900 $15,600,00
Manhole (l0'-12' cut) EA 1 $4,600 $4,600,00
8" PVC Gravity Sanitary Sewer (0'-6' cut) LF 589 $27.66 $16,291,74
8" PVC Gravity Sanitary Sewer (6'-8' cut) LF 814 $33.63 $27,374,82
8" PVC Gravity Sanitary Sewer (8'-10' cut) LF 229 $39.92 $9,141.68
Remove 8" Temporary Plug EA 2 $350 $700.00
Sin,gIe Sanitarv Sewer Service EA 45 $600 $27,000.00
Double Sanitan' Sewer Service EA 3 $680 $2,040,00
Total
919/2004 - #32002
N0442-S04.o00
$134,472
Mediterra Phase Three East Unit One - Parcel 125
Engineer's Opinion of Probable Cost, 9/04
WilsonMiUer, Inc. Drawing No. D-2934-195
16A~
Docs #141566
Drainage
Item Units Quantity Unit Price Total Price
15" RCP LF 853 $26.84 $22.895
18" RCP LF 245 $28.00 $6,860
24" RCP LF 228 $40.00 $9,120
15" Concrete Headwall EA 2 $1,000.00 $2,000
18" Concrete Headwall EA 2 $1,200.00 $2,400
24" Concrete Headwall EA 2 $1,300.00 $2,600
Junction Box EA 1 $1,700.00 $1,700
Catch Basins (Type R) EA IS $1,600.00 $24,000
Control Structure EA I $3,300.00 $3,300
Remove Plug and Connect to 15" RCP EA 2 $408.00 $816
Total
$75,691
919/2004 . #32002
N0442-504..{JOO
Mediterra Phase Three East Unit One - Parcel 125
Engineer's Opinion of Probable Cost, 9/04
WilsonMiIIer, Inc. Drawing No. D-2934-195
16A ~
Docs #141566
Irrigation
Item Units Quantity Unit Price Total Price
4" pvc Inigation Main (C-900, ClaSS-ISO) LF 2,056 $11.00 $22,616
4" Blow-otfw/ Gate Valve EA 2 $1,200,00 $2,400
4" Gate Valve EA 3 $500.00 $1,500
2" Inigation Meter EA 2 $ 1,000.00 $ 2,000.00
Total
528,516
"I""""""", ~""A ,.,....,.,
91912004 - #32002
Mediterra Phase Three East Unit One - Parcel 125
Engineer's Opinion of Probable Cost, 9/04
WiIsonMiller, Inc. Drawing. No. D-2934-195
16A5
Docs #141566
Paving
Item Units Quantity Unit Price Total Price
Paver BricksIHardscape SF 115,445 $5.00 $577,225
6" Limerock Base SY 5,552 $5.30 $29,426
12" Stabilized Subnade SY 6,119 $1.76 $10,769
2' Rolled Curb LF 2,486 $16.34 $40,621
12" Ribbon Curb LF 2,052 $16.34 $33,530
lnstaIl PCP's (By WilsonMi11er) LS 1 $2,000 $2,000
Signage LS 1 $1,500 $1,500
Total
$695,071
9/9/2004 - #32002
II..JnAA? I::nA nnn
Mediterra Phase Three East Unit One - Parcel 125
Engineer's Opinion of Probable Cost, 9/04
WilsonMiIler, Inc. Drawing No. n-2934-195
16A5
Docs #141566
Landscape
Estimated
Item Unit Quantity Unit Price Total Price
Planting Material & Irrigation SYStem Allowance 1 LS $50,000.00 $50,000.00
Landscape Total
Notes:
1. Planting Matenal and Irrigation System estimate is for code minimum only.
$50,000.00
9~1.2004 . #32002
"
Mediterra Phase Three East Unit One - Parcel 125
Engineer's Opinion of Probable Cost, 9/04
WiIsonMiIIer, Inc. Drawing No. D-2934-195
16A~
Docs #141566
Lighting
Item Units Quantity Unit Price Total Price
LiRhtmg Allowance LS I $35,000.00 $35,000
Total
$35,000
""''''''A? I:nA "U"",,,,
919/2004 . #32002
..,.,.
"
Bond No. 1010143
COLLlER COUNTY LAi'ID DEVELOPMENT CODE
PERFORMANCE BOND
16A
KNOW ALL PERsONS BY THESE PRESENTS: that Long Bay Partners LLC
9990 Coconut Road, Suite 200
Bonita Springs, FL 34135
ORJG'~!!': L
11\l1i
(hereinafter referred to as "Owner" and Lexon Insnrance Company, 1919 S. Highland Ave.,
Bldg. A-8te. 300, Lombard, 1L 60148 (hereinafter referred to as "Surety") are held .firmJy
bound unto Collier County, FlOrida (hereinafter referred to as "County") in the total aggregate
SUIll of One MiUion Two Hnndred Eighty Thousand Six Hundred Thirty Five and Noll 00
($1,280,635.00) la~ money of the United States, for the pa}Il1ent of which sum well and truly
to be made, We bind ollIllelves, our heirs, executors, adminislrato,", successo," and assigns,
jointly and severally, finnJy by these presents. Owner and Surety are USed for singular orpluraJ,
as the context requires.
THE CONDmON OF THIs OBLIGATION is such that whereas, the Owner has submitted for
approval by the Board a certain subdivision plat named MediteITa-Parce! 125 (Water, Sewer,
Drainage, Irrigation, Paving, Landscape & Lighting) and that certain subdivision sha11
inclUde spegnc improvements which are required by Collier County Ordinances and Resolutions
(hereinafter "Land Development Regulations'). This obligation of the Surety shaJJ commence
on the date this Bond is executed and shaIJ continue until the date of finaJ acceptance by the
Board of County COmmissioners of the specific improvements described in the Land
Development Regulatjons (hereinafter the "Guaranty Period').
NOW, THEREFORE, if the Owner shal1 wel!, truly and faithfully perfonn its obligations and
duties in accordance with the Land Development Regulations during /!1e guaranty period
established by the County, and the Owner sha11 satisi'y aI1 claims and demands incurred and shaJJ
fulJy indemnify and saVe bannJess the County from and against all costs and damages which it
may suffer by reason of Owner's failure to do so, and shall reimburse and repay the County aI1
outlay and expense which the county may incur in making good any default, then this obligation
shall be void, otherwise to remain in full force and effect.
PROVIDED, FURTHER, that the said Surety, for value received hereby, stipulates and agrees
that no change, extension of time, alteration, addition or deletion to the proposed specific
improvementsshal1 in any way affect its obligation on this Bond, and it does hereby waive
notice of any Such change, extension of time, alteration, addition or deletion to the proposed
specific improvements. '
PROVIDED FURTHER, that it is expressly agreed that the Bond sbaJj be deemed amended
Page 1 of2
- ~ 6A5
automatically and immediately, without fOnnal and separate amendments hereto, so as to bil
the Owner and Surety to the full and faithful Pertinmance in acl:Qrdance with the Land .
Development Regulations. The tenn "Amendment," wherever used in this Bond and whether
referring to this Bond or other documents, shalJ include any alteration, addition, or modification
of any character whatsoever. '
IN WITNEss WHEREOF, the parties hereto have caUSed this PERFORMANCE BOND to be
Executed this 16th day of September, 2004.
Note: 2 witnesses for each signature
~
. can Janes
ltness:
~Jc,. flwI6
Witness
(J4~ i5( :$r~
Witness
Page 2 of2
t"UWER OF ATTORNEY
Lexon Insurance Company
Sl'p"'. T. K"2m", Dawn l """",", "'U1' r"", KclIy A J"""-', "'me Ma""'J"""'" J.McCornb, Me.... "Inn."
Michael]. Scheer, James I. Moore, Christine Woods, Irene Diaz, Bonnie Kruse,
Its true and lawful AltomeY(S).ln.Fact to make, execute, seat and deliver for, and on Its behalf as surety, any and alt bonds, undertakings or
other writings obligatory in nature of a bond.
This authority is made under and by the authority of a resolution which was passed by Ihe Board of Oirectors of LEXON
INSURANCE COMPANY on the 1 st day of July. 2003 as follows:
Resolved, that the President of the Company is hereby authorized to appoint and empower any representative of the Company or
other person or persons as Altomey-ln.Fact to execute on behalf of the Company any bOnds, undertakings, pOlleies, contracts of Indemnity
or other writings obligatory in nature of a bond not to exeeed $2,000,000.00, Two Million Doltars, which the Company might execute through
its duly elected officers, and affix Ihe seal of the Company thereto. Any said eXeeutlon of such documents by an AltomeY-ln.Fact shalt be as
binding upon Ihe Company as if they had been duly executed and acknowledged by the regularty elected officers of the Company. Any
AttorneY-In-Fact, so appointed, may be removed for goOd cause and the authOrity so granted may be revoked as specltled In the Power 01
Attorney.
Resolved, that the signature 01 the President and the seai 01 Ihe Company may be altlxed by facsimile on any power 01 attomey
granted, and the signature 01 the Vice President, and the seal 01 the Company may be affiXed by facsimile to any certiticate 01 any such
power and any sueh power or cert/tieate bearing sueh lacsimile signature and seal shalt be valid and binding on the Company. Any such
power so eXecuted and sealed and eertlficate so execUted and sealed shall, with respect to any bond of undertaking to Which it is altached,
.:::ontinue to be valid and binding on the Company.
IN WITNESS THEREOF, LEXON fNSURANCE COMPANY has caused this instrument to be signed by Its President, and its
:orporate Seal to be affixed this 2nd day of July, 2003.
LEXON INSURANCE COMPANY
BY
c/~~
,
David E. Campbell
President
On this 2nd day of July, 2003, before me, personally ..me David E. Campbell to me known, who being duly sworn, did depose and
ay that he Is the President of LEXON INSURANCE COMPANY, the corporation deSCribed in and which executed the above instrument;
lat he exeeuted said Instrument on behalf of the eorporation by authority of his office under the By.laws of said corporation.
1---------
.OFFICIAL SEAL"
l VOlA J. DEJONG '
NOTARY PUBUC STATE OF ltUNors
L_~~~~~.!:IES 1/12/2007
ACKNOWLEDGEMENT
I, the undersigned, Secretary 01 LEXON INSURANCE COMPANY, A Texas Insurance Company, DO HEREBY CERTIFY that the
Ilnal Power of Attomey 01 whieh the loregoing Is a true and COrrect copy, is In lull lorce and effeet and has not been revoked and Ihe
olutions as set forth are now in force.
CERTIFICATE
c5~ J ~"J
Lydia J. DeJong
Notary PUblic
-~
1ed and Sealed at Lomq~rd, Illinois this
16th
Day of September,20 04
L
~; .-
~Jj j) ~
Donald D. Buchanan
Secretary
STATE OF ILLINOIS }
} S.S.
COUNTY OF COOK }
~16A
On September 16, 2004, before me, a Notary Public in and for said County and State, residing
therein, duly cOnunissioned and swolD, PersOnally appeared Stephen T. Kazmer, known to me
to be AttorneY-in-Fact of Lex on Insurance Company, the corporation described in and that
executed the within and foregoing instrument. and known to me to be the person who executed
the said instrument. and known to me to be the person who executed the said instrument on
behalf of the said corporation exec,u,ted the same.
IN WlTNEss WHEREOF, I have hereunto set my hand and affixed my official seal, the day and
year stated in this certificate above.
My Commission Expires on February 5,2008
~~.~
Heat er A. Beck, Notary Public
~~
NOTARr"*'c.8TAII~~
1fY--~t~~
ORIGINAL DOCUMENTS CHECKLIST & ROUTING ..IL A 6
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT T<:j 0 ,
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Ofl1ce, The completed routing slip and original
documents are to be forwarded to the Board Office only after the Boord has taken action on the item,)
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or infom1ation needed, [fthe document is already complete with the
exce tion of the Chairman's si nature, draw a line throu h routin lines # I throu h #4, com Jete the checklist, and forward to Sue Filson (line #5).
Office Initials Date
/
.7 d.-.
//J
1/'//;, '" ri
/)
/::( ,.'{
2.
"
(The primary contact is the holder of the original document pending Bee approval. Nonnally the primary contact is the person who created/prepared the executive
summary, Primary contact information is needed in the event one of the addressees above, including Sue Fi Ison, need to contact staff for additional or missing
information, All original documents needing the Bee ehaim1an's signature are to be delivered to the Bee of1ice only after the BCe has acted to approve the
item.
Name of Primary Staff
Contact
Agenda Date Item was
A roved b the BCC
Type of Document
Attached
3.
/. J 1.-
II/I ~
/
Yes
(Initial)
N/ A (Not
A licable)
4.
5. Sue Filson, Executive Manager
Board of County Commissioners
!jL
/
)/ //1
,1/J
,'/ /
A.".:o'~' ~
N/A is not
an option for
line 6,
6. Minutes and Records
Clerk of Court's Office
./0
I: Forms! County Forms! Bee Forms! Onginal Documents Routing Slip WWS Original 9.cn,04, Revised 1.26,05, Revised 2,24,05
PRIMARY CONTACT INFORMATION
(L~/ /
. /
.! ;;.' j) I) I ;" 1-
Phone Number
Agenda item Number
'2
.-
/,j
Number of Original
Documents Attached
L
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/A" in the Not Applicable column, whichever is
a ro riate,
Original document has been signedlinitialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney, This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials,)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date of BCC approval of the
document or the final ne otiated contract date whichever is ap licable.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are re uired,
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BeC office within 24 hours of BeC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCe's actions are nullified. Be aware of your deadlines'
The document was approved by the BCC on \'/ / 1,/6 5(enter date) and all changes
made during the meeting have been incorporated in" the attached document. The
Count Attorne 's Office has reviewed the chao es, if a licable.
2.
3.
4,
5.
6.
, ~~L
o
RESOLUTION NO. 05- 104
RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY,
FLORIDA TO AUTHORIZE FINAL ACCEPTANCE
OF THOSE ROADW A Y AND DRAINAGE
IMPROVEMENTS IN IBIS COVE PHASE 2C,
RELEASE OF THE MAINTENANCE SECURITY,
AND ACCEPT THE MAINTENANCE
RESPONSIBILITY FOR THE ROADW A Y AND
DRAINAGE IMPROVEMENTS THAT ARE NOT
REQUIRED TO BE MAINTAINED BY THE IBIS
COVE HOMEOWNER'S ASSOCIATION
WHEREAS, the Board of County Commissioners of Collier County, Florida, on
September 12, 2002 approved the plat of Ibis Cove Phase 2C for recording; and
WHEREAS, the Developer has constructed and maintained the roadway and
drainage improvements in accordance with the approved plans and specifications as
required by the Land Development Code (Collier County Ordinance No. 91-102, as
amended); and
WHEREAS, the Developer is requesting final acceptance of the roadway and
drainage improvements and release of his maintenance security; and
WHEREAS, the Compliance Services Section of the Development Services
Department has inspected the roadway and drainage improvements, and is recommending
acceptance of said facilities.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptance is hereby
granted for those roadway and drainage improvements in Ibis Cove Phase 2C and
authorize the Clerk to release the maintenance security.
BE IT FURTHER RESOLVED AND ORDERED that the County accept the
future maintenance and other attendant costs for roadway and drainage improvements that
are not required to be maintained by the Ibis Cove Homeowner's Association.
this
Th~~eso1utio~ a~opted }lfter motion, second and majority vote favoring same,
, ,- day of 7l/4/ / /. ,2005.
DATE' ~f.,.q: b~)~I~;'
. .,.,l',;.'.. '. '. ()~
ATTE<;:T:-' ' " 'C'"
~_\ ,-. " -.-)
DWIG!IT~: BROCK.-, {}~ERK
~;~1i"Jn~,a~+" IX
""<...~~' '...... < :.,r'~':-_'
AtUit Ie to L:cm:f~n' S
sfgnatlolr! only.
Approved as to form and legal
sufficiency:
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By: FRE~~~H~
,
Item # /&,AIo
A~e~da -'l.D , DC
DoL ~~_LL__~
J eIinifer A. Bel e
Assistant Collier
Date
Rec'd
3 .cr 0 5
ORIGINAL DOCUMENTS CHECKLIST & ROUTINGr~ A
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT T 0 7
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIG TURE
Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routing slip and original
documents are to be forwarded to the Board Office only after the Board has taken action 011 the item,)
ROUTING SLIP
Complete routing lines #l through #4 as appropriate for additional signatures, dates, and/or information needed, If the document is already complete with the
exception of the Chairman's signature, draw a line through routing lines # I through #4, complete the checklist, and forward to Sue Filson (line #5),
Route to Addressee(s) Office Initials Date
(List in routing: order)
1- Jd/n//r tl l~/) ] I ~.., / /
/.t'tL" _'J /-/(/17")/ n ,,:),) l o~/r/ .;; )
2. ( (
\\
,,/
3. \
\ / ./
;/
I "',_
4. / "...
/
5. Sue Filson, Executive Manager Board of County Commissioners
6. Minutes and Records Clerk of Court's Office
(The primary contact is the holder of the original document pending BCC approval. Normally the plimary contact is the person who created/prepared the executive
summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information, All original documents needing the BCe Chaimlan's signature are to be delivered to the BCe olTice only after the BCC has acted to approve the
item,
Name of Primary Staff
Contact
Agenda Date Item was
A roved b the BCC
Type of Document
Attached
PRIMARY CONTACT INFORMATION
/! '
( .//)/ Ii
/./)1/ //~I/{/-' t.,/..
Phone Number
., ",.
l:;,J U _
"I ...,
1'"
", I
-
-OJ
Agenda Item Number
/(_ /' /J
/
Yes
(Initial)
N/A (Not
A licable)
Number of Original
Documents Attached
<-<I
0/ -.
///1"
-<:' < /
' ""
.----J~-~' __
;;::;3i
<'" J
c---- L
'\<,
/c
N/Aisnot
an option for
line 6,
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/ A" in the Not Applicable column, whichever is
a ro riate,
Original document has been signed/initialed for legal sufficiency, (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney, This includes signature pages from ordinances,
resolutions, etc, signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibly State Officials,)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date ofBCC approval of the
document or the final negotiated contract date whichever is a licable,
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are re uired,
In most cases (some contracts arc an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCe's actions are nullified, Be aware of your deadlines!
The document was approved by the BCC on -;2, (.~) :S1enter date) and all changes
made during the meeting have been incorporate i the attached document. The
Count Attorne 's Office has reviewed the chan Tes, if a licable.
I: Forms/ County Fonnsl Bce Forms/ Original Documents Routing Slip WWS Original 9,03,04, Revised 1,2605, Revised 2,24,05
2,
3.
4.
5.
6.
,....~~".,<-''';."._"."...,~
, t. tl -~~
RESOLUTION NO. 05- 105
RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY,
FLORIDA TO AUTHORIZE FINAL ACCEPTANCE
OF THOSE ROADWAY AND DRAINAGE
IMPROVEMENTS IN ISLANDW ALK PHASE 5B,
RELEASE OF THE MAINTENANCE SECURITY,
AND ACCEPT THE MAINTENANCE
RESPONSIBILITY FOR THE ROADW A Y AND
DRAINAGE IMPROVEMENTS THAT ARE NOT
REQUIRED TO BE MAINTAINED BY THE
ISLANDW ALK HOMEOWNER'S ASSOCIATION
WHEREAS, the Board of County Commissioners of Collier County, Florida, on
February 13, 2001 approved the plat of Islandwalk Phase 5B for recording; and
WHEREAS, the Developer has constructed and maintained the roadway and
drainage improvements in accordance with the approved plans and specifications as
required by the Land Development Code (Collier County Ordinance No. 91-102, as
amended); and
WHEREAS, the Developer is requesting final acceptance of the roadway and
drainage improvements and release of his maintenance security; and
WHEREAS, the Compliance Services Section of the Development Services
Department has inspected the roadway and drainage improvements, and is recommending
acceptance of said facilities.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that final acceptance is hereby
granted for those roadway and drainage improvements in Islandwalk Phase 5B and
authorize the Clerk to release the maintenance security.
BE IT FURTHER RESOLVED AND ORDERED that the County accept the
future maintenance and other attendant costs for roadway and drainage improvements that
are not required to be maintained by the Islandwalk Homeowner's Association.
this
Th~Resolutiqn adopted after motion, second and majority vote favoring same,
t-/dayof 77 k) r L/; ,2005.
t'r.;. -
,;,<~\~~.', ':":_'~".~'.' ,~.> ~>~ "
j~~,";"".\13.:q:: O:S\.,
;V .,.." .
~ ~,:A:T~EST: 'j.:::. :.::
~ "~;;' .. .. .'.' ,,-
", !>WIGHt;p;J:JRoCK, CLERK
"(-"'~':"" . ((.' ,'"
,Pffiid~a Hn(~1', k
Attest as to Chai~an's
s igRatwrt 00 1 ~.
Approved as to form and legal
sufficiency:
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By: '1uJ-W. ~
FRED W. COYLE, CHA AN
Item #
,~A 7
Agenda 3,'6-05
Date -'---
dio
ounty Attorney
\
R€~ :;{OD5~ tOb
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO '-L 81
Print on pink paperTA~~ ~~~~c~~ntCo~g~~I~m~~~~ble~~~~~~!:~ 2~!~~~c~~~0~~~~~~!W ori~inal
documents are to be forwarded to the Board Office only after the Board has taken action on the item,)
ROUTING SLIP
Complete routing lines # 1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the
exception of the Chairman's sie.nature, draw a line throue.h routine. lines # I throue.h #4, comolete the checklist, and forward to Sue Filson (line #5),
Route to Addressee(s) Office Initials Date
(List in routine. order)
1.
2.
3.
4.
5. Sue Filson, Executive Manager Board of County Commissioners
6. Minutes and Records Clerk of Court's Office
PRIMARY CONT ACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary, Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information, All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the
item,)
Name of Primary Staff
Contact
Agenda Date Item was
A roved b the BCC
Type of Document
Attached
Phone Number
Agenda Item Number
Number of Original
Documents Attached
Yes
(Initial)
NI A (Not
A licable)
I.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "NI A" in the Not Applicable column, whichever is
a ro riate,
Original document has been signed/initialed for legal sufficiency, (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials.)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date ofBCC approval of the
document or the final ne otiated contract date whichever is a licable.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are re uired.
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCe's actions are nullified, Be aware of our deadlines!
The document was approved by the BCC on (enter date) and all changes
made during the meeting have been incorporated in the attached document. The
Count Attorne 's Office has reviewed the chan es, if a Iicable.
~
M/.-
~
c+-'
/V/~
-b-
2.
3.
4.
5,
6.
I: Forms! County Forms! BCC Forms! Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26,05, Revised 2,24,05
1681
IC ..l:~,
Dwight E. Brock
Clerk of Courts
'~OU!lt~pf e6l)ier
CLERK OF THE CIRCUIT COURT
COLLIER COUNTY GOlJRTHOUSE
3301 TAMIAMI TRAIL EAST
~.
. P.O. BOX 4~044
NAPLES, FLORIDA 14101-3044
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1F,
Clerk of Courts
Accountant
Auditor
Custodian of County Funds
March 11, 2005
State of Florida Department of Transportation
801 N. Broadway Avenue
Bartow, Florida 33831-1249
A TTN : Michelle Peronto
RE: FDOT Lap Agreements
Dear Ms. Peronto,
Enclosed is a certified copy of Resolution 2005-106 and three (3) Lap
Agreements, approved by the Collier County Board of County
Commissioners on Tuesday, March 8, 2005.
Please forward to the appropriate parties for signatures and return two (2)
fully executed Agreements to the Minutes and Records Department.
If you should have any questions, you may contact me at (239) 774-8411.
Thank you,
~a'4Im4r,b.(!. ·
Linda A. Houtzer
Deputy Clerk
Enclosures (4)
Phone-(239)732-2646
W ebsite- www.clerk.collier.fl.us
Fax-(239)775-2755
Email-collierclerk@c1erk.collier.fl.us
RESOLUTION NO. 2005 - 106
1681
A RESOLUTION BY THE BOARD OF COUNTY COMMISSIONERS,
COLLIER COUNTY, FLORIDA, APPROVING, AND AUTHORIZING THE
CHAIRMAN OF THE BOARD OF COUNTY COMMISSIONERS TO
EXECUTE, A LOCAL AGENCY PROGRAM AGREEMENT WITH THE
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, FOR THE
CONSTRUCTION OF SIDEWALKS AT VARIOUS LOCATIONS WITHIN
THE COUNTY.
WHEREAS, the State of Florida Department of Transportation (FDOT) is willing to enter into a
Local Agency Program Agreement ("Agreement") with Collier County, wherein FOOT will reimburse
Collier County up to the sum of $437,500 out of an estimated $500,000 total project cost for the
construction of six foot sidewalks at the following locations within the County:
I. The west side of 43rd Lane SW from Sunset Road to Golden Gate Parkway~
2, The south side of 25th Place SW from 47th Terrace SW to 4ih Street SW;
3. The south side of 30th Avenue SW from 53rd Street SW east to the first driveway leading into
St, John Newman High School;
4. The south side of 29th Place SW from 44th Terrace SW to 44th Street SW;
5. The north side ofJOth Avenue SW from 46th Street SW to 45th Street SW~
6. The south side of 23rd Place SW from 43rd Lane SW to 41 st Street SW;
7. The west side of Gulf Shore Drive commencing at the Vanderbilt Beach Road and Gulf Shore
Drive intersection running approximately 1,600 LF in the Unit No.1 Conner's Vanderbilt
Beach Estates; and
WHEREAS, the Collier County Board of County Commissioners finds that it is in the public
interest to construct these sidewalks, and that this Agreement is in the best interests of the citizens of
Collier County. .
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA, that:
1.
The Board of County Commissioners approves, and authorizes its Chairman to sign, the
attached Agreement.
2.
The Collier County Clerk will forward a certified copy of this Resolution to FOOT along with
the Agreement for execution by FOOT.
3.
This Resolution shall take effect immediately upon adoption.
~q
THIS RESOLUTION ADOPTED after motion, second, and majority vote favoring same, this
day of mite c A ,2005.
ATTEST:.i;\,,)' E:~' J.
DWIGHT E. ~'ti.<;K;1f\!~r~<.,~
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BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
form and legal sufficiency:
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State of Florida Department of Transportation
LOCAL AGENCY PROGRAM AGREEMENT
525-010-40
PROJ MGT, RESEARCH & DEV OFC
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FPN N0415545-1 Fund: XU FLAIR Approo:
Federal No: 7777133 A Org, Code: 55014010106 FLAIR Obj.:
FPN No, Fund: FLAIR Approp:
Federal No: Org, Code: FLAIR Obj.:
County No, 03 Contract No: fiN fA}.lfo Vendor No,: F 596000558102
Catalog of Federal Domestic Assistance (CFDA): 20.205 Highway Planning and Construction
THIS AGREEMENT, made and entered into this / S day of ;2.. DOS
by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATIO . an aqencv of the State of Florida.
hereinafter called the Department, and Collier County; Finance Department, 2671 Airport Road, Naples, Florida 34112
hereinafter called the Agency,
WIT N E SSE T H:
WHEREAS, the Agency has the authority to enter into said Agreement and to undertake the project hereinafter described,
and the Department has been granted the authority to function adequately in all areas of appropriate jurisdiction including
the implementation of an integrated and balanced transportation system and is authorized under Section 334.044, Florida
Statutes to enter into this Agreement;
NOW, THEREFORE, in consideration of the mutual covenants, promises and representations herein, the parties agree as
follows:
1.00 Purpose of Agreement: The purpose of this Agreement is to provide for the Department's participation in
Sidewalks _ Various locations and as further described in Exhibit "A" attached hereto and by this reference made a part
hereof, hereinafter called the project, and to provide departmental financial assistance to the Agency and state the terms
and conditions upon which such assistance will be provided and the understandings as to the manner in which the project
will be undertaken and completed,
1.01 Modifications and Additions: Exhibit(s)
A,B
are attached hereto and by this reference made a part hereof.
2.00 Accomplishment of the Project:
2.01 General Requirements: The Agency shall commence, and complete the project as described in EXHIBIT "A" with
all practical dispatch, in a sound, economical, and efficient manner, and in accordance with the provisions herein, and all
applicable laws. The project will be performed in accordance with all applicable Department procedures, guidelines,
manuals, standards, and directives as described in the Department's Local Agency Program Manual, which by this
reference is made a part hereof as if fully set forth herein,
A full time employee of the Agency, qualified to ensure that the work being pursued is complete, accurate, and consistent
with the. terms, conditions, and specifications of this Agreement shall be in charge of each project
2.02 Expiration of Agreement: The Agency agrees to complete the project on or before 12/29/2006 .
If the Agency does notcomplete the project within this time period, this Agreement will expire on the last day of scheduled
completion as provided in this paragraph unless an extension of the time period is requested by the Agency and granted in
writing by the Department prior to the expiration of the Agreement Expiration of this Agreement will be considered
termination of the project The cost of any work performed after the expiration date of the Agreement will not be
reimbursed by the Department
2.03 Pursuant to Federal, State, and Local Law: In the event that any election, referendum, approval, permit, notice, or
other proceeding or authorization is requisite under applicable law to enable the Agency to enter into this Agreement or to
undertake the project hereunder, or to observe, assume or carry out any of the provisions of the Agreement, the Agency
will initiate and consummate, as provided by law, all actions necessary with respect to any such matters so requisite,
2.04 Funds of the Agency: The Agency shall initiate and prosecute to completion all proceedings necessary, including
Federal-aid requirements, to enable the Agency to provide the necessary funds for completion of the project
1 ~,~l"":H:6:'~
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2.05 Submission of Proceedings, Contracts, and Other Documents: The Agency shall submit to the Department
such data, reports, records, contracts, and other documents relating to the project as the Department and the Federal
Highway Administration may require,
3.00 Project Cost:
3.01 Total Cost: The estimated total cost of the project is $ 500,000.00 , This amount is based upon
the schedule of funding in Exhibit "B" attached hereto and by this reference made a part hereof, The Agency agrees to
bear all expenses in excess of the total cost of the project and any deficits involved, The schedule of funding may be
modified by mutual agreement as provided for in paragraph 4.00 of this agreement.
3.02 Department Participation: The Department agrees to participate, including contingencies, in the project cost to the
extent provided in Exhibit "B". This amount includes Federal-aid funds which are limited to the actual amount of
Federal-aid participation.
3.03 Limits on Department Funds: Project costs eligible for Department participation will be allowed only from the date
of this Agreement. It is understood that Department participation in eligible project costs is subject to:
a) Legislative approval of the Department's appropriation request in the work program year that the project is
scheduled
b) Availability of funds as stated in paragraphs 3.04 and 3.05 of this Agreement;
c) Approval of all plans, specifications, contracts or other obligating documents and all other terms of this Agreement;
d) Department approval of the project scope and budget at the time appropriation authority becomes available.
3.04 Appropriation of Funds: The Department's performance and obligation to pay under this Agreement is contingent
upon an annual appropriation by the Legislature. If the Department's funding for this project is in multiple fiscal years,
. funds approval from the Department's Comptroller must be received each fiscal year prior to costs being incurred. See
Exhibit B for funding levels by fiscal year. Project costs utilizing these fiscal year funds are not eligible for reimbursement
if incurred prior to funds approval being received, The Department will notify the Agency, in writing, when funds are
available.
3.05 Multi-Year Commitment: In the event this Agreement is in excess of $25,000 and has a term for a period of more
than one year, the provisions of Section 339.135(6)(a), Florida Statutes, are hereby incorporated:
"The department, during any fiscal year, shall not expend money, incur any liability, or enter into any contract
which, by its terms, involves the expenditure of money in excess of the amounts budgeted as available for
expenditure during such fiscal year. Any contract, verbal or written, made in violation of this subsection is null
and void, and no money may be paid on such contract. The department shall require a statement from the
comptroller of the Department that funds are available prior to entering into any such contract or other binding
commitment of funds, Nothing herein contained shall prevent the making of contracts for periods exceeding 1
year, but any contract so made shall be executory only for the value of the services to be rendered or agreed
to be paid for in succeeding fiscal years, and this paragraph shall be incorporated verbatim in all contracts of
the Department which are for an amount in excess of $25,000 and which have a term for a period of more
than 1 year,"
3.06 Notice to Proceed: No cost may be incurred under this contract until the Agency has received a Notice to Proceed
from the Department.
3.07 Limits on Federal Participation: Federal-aid funds shall not participate in any cost which is not incurred in
conformity with applicable federal and state law, the regulations in 23 C,F.R. and 49 C.F.R., and policies and procedures
prescribed by the Division Administrator of the Federal Highway Administration (FHWA). Federal funds shall not be paid
on account of any cost incurred prior to authorization by the FHWA to the Department to proceed with the project or part
thereof involving such cost. (23 CFR 1.9 (a)). If FHWA or the Department determines that any amount claimed is not
eligible, federal participation may be approved in the amount determined to be adequately supported, the Department
shall notify the Agency in writing citing the reasons why items and amounts are not eligible for Federal participation,
Where correctable non-compliance with provisions of law or FHWA requirements exists, federal funds may be withheld
until compliance is obtained, Where non-compliance is not correctable, FHWA or the Department may deny participation
in parcel or project costs in part or in total.
16 B 1 '5?5-O10-40
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For any amounts determined to be ineligible for federal reimbursement for which the Department has advanced payment,
the Agency shall promptly reimburse the Department for all such amounts within 90 days of written notice,
4.00 Project Estimate and Disbursement Schedule: Prior to the execution of this Agreement, a project schedule of
funding, shall be prepared by the Agency and approved by the Department. The Agency shall maintain said schedule of
funding, carry out the project and shall incur obligations against and make disbursements of project funds only in
conformity with the latest approved schedule of funding for the project. The schedule of funding may be revised by
mutual written agreement between the Department and the Agency. If revised, a copy of the revision should be forwarded
to the Department's Comptroller and to the Department's Federal-Aid Program Office. No increase or decrease shall be
effective unless it complies with fund participation requirements established in Exhibit "B" of this Agreement and is
approved by the Department's Comptroller,
5.00 Records:
5.01 Establishment and Maintenance of Accounting Records: Records of costs incurred under terms of this
Agreement shall be maintained and made available upon request to the Department at all times during the period of this
Agreement and for five(5) years after final payment is made. Copies of these documents and records shall be furnished
to the Department upon request. Records of costs incurred includes the Agency's general accounting records and the
project records, together with supporting documents and records, of the Agency and all subcontractors performing work
on the project and all other records of the Agency and subcontractors considered necessary by the Department for a
proper audit of costs. If any litigation, claim, or audit is started before the expiration of the five(5) year period, the records
shall be retained until all litigation, claims, or audit findings involving the records have been resolved.
5.02 Costs Incurred for the Project: The Agency shall charge to the project account all eligible costs of the project.
Costs in excess of the latest approved schedule of funding or attributable to actions which have not received the required
approval of the Department shall not be considered eligible costs.
5.03 Documentation of Project Costs: All costs charged to the project, including any approved services contributed by
the Agency or others, shall be supported by properly executed payrolls, time records, invoices, contracts or vouchers
evidencing in proper detail the nature and propriety of the charges,
5.04 Audit Reports: Recipients of Federal and State funds are to have audits done annually using the following criteria:
Federal awards are to be identified using the Catalog of Federal Domestic Assistance (CFDA) title and number, award
number and year, and name of the awarding federal agency. State awards will be identified using the Catalog of State
Financial Assistance (CSFA) title and number, award number and year, and name of the awarding State Agency,
In the event that a recipient expends $300,000 or more in federal awards in its fiscal year, the recipient must have a single
or program specific audit conducted in accordance with the United States Office of Management and Budget (OMB)
Circular A-133.
If a recipient expends less than $300,000 in federal awards during its fiscal year, an audit conducted in accordance with
the OMS Circular A-133 is not required. If a recipient expends less than $300,000 in federal awards during its fiscal year
and elects to have an audit conducted in accordance with OMB Circular A-133, the cost of the audit must be paid from
non-federal funds.
Reporting Packages and management letters generated from audits conducted in accordance with OMB Circular
A-133 shall be submitted to the awarding FOOT office, by the recipient, within 30 days of receiving it. The aforementioned
items are to be received by the appropriate FOOT office no later than 9 months after the end of the recipient's fiscal year,
1681
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The recipient shall follow up and take corrective action on audit findings, Preparation of a summary schedule of prior year
audit findings, including corrective action and current status of the audit finding is required. Current year audit findings
require corrective action and status of finding,
Records related to unresolved audit findings, appeals, or litigation shall be retained until the action is completed or the
dispute is resolved. Access to project records and audit work papers shall be given to the FDOT, the Comptroller, and
the Office of the Auditor General.
The recipient shall submit required audit documentation as follows:
A Reporting Package and Data Collection Form for each audit conducted in accordance with OMS Circular A-133 shall
be sent to:
Federal Audit Clearinghouse
Bureau of the Census
1201 East 10th Street
Jefferson, IN 47132
5.05 Inspection: The Agency shall permit, and shall require its contractors to permit, the Department's authorized
representatives and authorized agents of the Federal Highway Administration to inspect all work, workmanship, materials,
payrolls, records and to audit the books, records and accounts pertaining to the financing and development of the project.
The Department reserves the right to unilaterally cancel this Agreement for refusal by the Agency or any contractor, sub-
contractor or materials vendor to allow public access to all documents, papers, letters or other material subject to the
provisions of Chapter 119, Florida Statutes, and made or received in conjunction with this Agreement.
(Section 287,058(1 )(c), Florida Statutes)
5.06 Uniform Relocation Assistance and Real Property Statistical Report: For any project requiring additional right of
way, the Agency must submit to the Department an annual report of its real property acquisition and relocation assistance
activities on the project. Activities shall be reported on a federal fiscal year basis, from October 1 through September 30,
The report must be prepared using the format prescribed in 49 CFR 24, Appendix B and be submitted to the Department
no later than October 15 each year,
6.00 Requisitions and Payments: Requests for reimbursement for fees or other compensation for services or expenses
incurred shall be submitted in detail sufficient for a proper pre-audit and post-audit thereof. (Section 287,058(1 )(a), Florida
Statutes)
All recipients of funds from this agreement, including those contracted by the Agency, must submit bills for any travel
expenses, when authorized by the terms of this agreement, in accordance with Section 112,061 Florida Statutes and
Chapter 3-Travel of the Department's Disbursement Operations Manual, Topic 350-030-400,
(Section 287,058(1)(b), Florida Statutes)
If, after project completion, any claim is made by the Department resulting from an audit or for work or services performed
pursuant to this Agreement, the Department may offset such amount from payments due for work or services done under
any agreement which it has with the Agency owing such amount if, upon demand, payment of the amount is not made
within sixty (60) days to the Department. Offsetting any amount pursuant to this section shall not be considered a breach
of contract by the Department.
]':,.. ill] e. . 525-010-40
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7.00 The Department's Obligations: Subject to other provisions hereof, the Department will honor requests for
reimbursement to the Agency in amounts and at times deemed by the Department to be proper to ensure the carrying out
of the project and payment of the eligible costs, However, notwithstanding any other provision of this Agreement, the
Department may elect, by notice in writing, not to make a payment if:
7.01 Misrepresentation: The Agency shall have made misrepresentation of a material nature in its application, or any
supplement thereto or amendment thereof, or in or with respect to any document or data furnished therewith or pursuant
hereto;
7.02 Litigation: There is then pending litigation with respect to the performance by the Agency of any of its duties or
obligations which may jeopardize or adversely affect the project, this Agreement or payments to the project;
7.03 Approval by Department: The Agency shall have taken any action pertaining to the project, which ,under this
Agreement, requires the approval of the Department or has made related expenditure or incurred related obligations
without having been advised by the Department that same are approved;
7.04 Conflict of Interests: There has been any violation of the conflict of interest provisions contained herein in 12.06; or
7.05 Default: The Agency has been determined by the Department to be in default under any of the provisions of the
Aqreement.
7.06 Federal Participation: The Department may suspend or terminate payment for that portion of the project which the
FHWA, or the Department acting in lieu of the FHWA, may designate as ineligible for federal-aid,
7.07 Disallowed Costs: In determining the amount of the payment, the Department will exclude all project costs incurred
by the Agency prior to the effective date of this Agreement or the date of authorization, costs incurred after the expiration
of the Agreement, costs which are not provided for in the latest approved schedule of funding for the project, and costs
attributable to goods or services received under a contract or other arrangements which have not been approved in writing
by the Department.
7.08 Final Invoices: The Agency must submit the final invoice on the project to the Department within one hundred twenty
(120)days after the completion of the project. Invoices submitted after the one hundred twenty (120) day time period may
not be paid.
8.00 Termination or Suspension of Project:
8.01 Termination or Suspension Generally: The Department may, by written notice to the Agency, suspend any or all of
its obligations under this Agreement until such time as the event or condition resulting in such suspension has ceased or
been corrected, or the Department may terminate this Agreement in whole or in part at any time the interest of the
Department requires such termination,
If the Department determines that the performance of the Agency is not satisfactory, the Department shall have the option
of (a) immediately terminating this Agreement or (b) suspending this Agreement and notifying the Agency of the deficiency
with a requirement that the deficiency be corrected within a specified time, otherwise the Agreement will be terminated at
the end of such time, Suspension of the contract will not affect the time period for completion of this Agreement
If the Department requires termination of this Agreement for reasons other than unsatisfactory performance of the Agency,
the Department shall notify the Agency of such termination, with instructions as to the effective date of termination or
specify the stage of work at which this Agreement is terminated.
If this Agreement is terminated before performance is completed, the Agency shall be paid for the work satisfactorily
performed, Payment is to be on the basis of substantiated costs,
8.02 Action Subsequent to Notice of Termination or Suspension. Upon receipt of any final termination or suspension
notice under this paragraph, the Agency shall proceed promptly to carry out the actions required therein which may
include any or all of the following: (a) necessary action to terminate or suspend, as the case may be, project activities and
contracts and such other action as may be required or desirable to keep to the minimum the costs upon the basis of which
the financing is to be computed; (b) furnish a statement of the project activities and contracts, and other undertakings the
cost of which are otherwise includable as project costs, The termination or suspension shall be carried out in conformity
with the latest schedule, plan, and costs approved by the Department or upon the basis of terms and conditions
1 L 0 1 525-010-40
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imposed by the Department upon the failure of the Agency to furnish the schedule, plan, and estimate within a reasonable
time, The closing out of federal financial participation in the project shall not constitute a waiver of any claim which the
Department may otherwise have arising out of this Agreement.
9.00 Contracts of the Agency:
9.01 Third Party Agreements: Except as otherwise authorized in writing by the Department, the Agency shall not
execute any contract or obligate itself in any manner requiring the disbursement of Department funds, including consultant
or construction contracts or amendments thereto, with any third party with respect to the project without the written
approval of the Department. Failure to obtain such approval shall be sufficient cause for nonpayment by the Department.
The Department specifically reseNes unto itself the right to review the qualifications of any consultant or contractor and to
approve or disapprove the employment of the same,
9.02 Compliance with Consultants' Competitive Negotiation Act: It is understood and agreed by the parties hereto
that participation by the Department in a project with an Agency, where said project involves a consultant contract for
engineering, architecture or sUNeying seNices, is contingent on the Agency complying in full with provisions of Section
287.055, Florida Statutes, Consultants Competitive Negotiation Act. At the discretion of the Department, the Agency will
involve the Department in the Consultant Selection Process for all projects, In all cases, the Agency's attorney shall
certify to the Department that selection has been accomplished in compliance with the Consultants' Competitive
Negotiation Act.
10.00 Disadvantaged Business Enterprise (DBE) Policy and Obligation:
10.01 DBE Policy: It is the policy of the Department that disadvantaged business enterprises, as defined in 49 CFR.
Part 26, as amended, shall have the opportunity to participate in the performance of contracts financed in whole or in part
with Department funds under this Agreement. The DBE requirements of applicable federal and state regulations apply to
this Aareement.
10.02 DBE Obligation: The Agency and its contractors agree to ensure that Disadvantaged Business Enterprises as
defined in applicable federal and state regulations, have the opportunity to participate in the performance of contracts and
this Agreement. In this regard, all recipients and contractors shall take all necessary and reasonable steps in accordance
with applicable federal and state regulations, to ensure that the Disadvantaged Business Enterprises have the opportunity
to compete for and perform contracts, The Agency shall not discriminate on the basis of race, color, national origin or sex
in the award and performance of Department assisted contracts.
10.03 Disadvantaged Business Enterprise (DBE) Obligations: If Federal Transit Administration or FHWA Funding is a
part of this project, the Agency must comply with applicable federal and state regulations.
11.00 Certification Regarding Debarment, Suspension, Ineligibility, and Voluntary Exclusion (Applicable to all
federal-aid contracts - 49 CFR 29)
By signing and submitting this Agreement, the Agency is providing the certification set out below:
The inability of the Agency to provide the certification set out below will not necessarily result in denial of participation in
this covered transaction, The Agency shall submit an explanation of why it cannot provide the certification set out
below. The certification or explanation will be considered in connection with the Department's determination whether to
enter into this transaction, However, failure of the Agency to furnish a certification or an explanation shall disqualify the
Agency from participation in this transaction.
The certification in this clause is a material representation of fact upon which reliance was placed when the Department
determined to enter into this transaction, If it is later determined that the Agency knowingly rendered an erroneous
certification, in addition to other remedies available, the Department may terminate this transaction for cause of default.
The Agency shall provide immediate written notice to the Department if any time the Agency learns that its certification was
erroneous when submitted or has become erroneous by reason of changed circumstances, The terms "covered
"debarred," "suspended," ineligible," "lower tier covered transaction," "participant," "person," primary covered transaction,"
"principal," "proposal," and "voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and
Coverage sections of rules implementing Executive Order 12549. Contact the Department for assistance in obtaining a
copy of those regulations,
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The Agency further agrees by executing this Agreement that it shall not knowingly enter into any contracts with a person
who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction,
unless authorized by the Department.
The Agency further agrees by submitting this Agreement that it will include the clause titled "Certification Regarding
Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," provided by the
Department, without modification, in all contracts and in all solicitations for contracts,
The Agency may rely upon a certification of a prospective sub-contractor that the person or entity is not debarred,
suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is
erroneous. The Agency may decide the method and frequency by which it determines the eligibility of its sub-contractors.
The Agency may, but is not required to, check the nonprocurement portion of the "Lists of Parties Excluded From Federal
Procurement or Nonprocurement Programs" (Non procurement List) which is compiled by the General Services
Administration,
Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render
in good faith the certification required by this clause, The knowledge and information of the Agency is not required to
exceed that which is normally processed by a prudent person in the ordinary course of business dealings.
Unless authorized by the Department, if the Agency knowingly enters into a contract with a person who is suspended,
debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available,
the Department may terminate this agreement for cause or default.
Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion:
The Agency certifies, by execution of this Agreement, that neither it nor its principals is presently debarred, suspended,
proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal
department or agency,
Where the Agency is unable to certify to any of the statements above, an explanation shall be attached to this
proposal.
12.00 Restrictions, Prohibitions, Controls, and Labor Provisions:
12.01 Equal Employment Opportunity: In connection with the performance of any project, the Agency shall not
discriminate against any employee or applicant for employment because of race, age, religion, color, sex, national origin,
disability or marital status, The Agency will take affirmative action to ensure that applicants are employed and that
employees are treated during employment without regard to their race, age, religion, color, gender, national origin,
disability or marital status. Such action shall include, but not be limited to, the following: employment upgrading,
demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of payor other forms of
compensation; and selection for training, including apprenticeship, The Agency shall insert the foregoing provision in all
contracts modified only to show the particular contractual relationship in all its contracts in connection with the
development of operation of the project, except contracts for the standard commercial supplies or raw materials, and shall
require all such ~ontractors to insert a similar provision in all subcontracts, except subcontracts for standard commercial
supplies or raw materials. When the project involves installation, construction, demolition, removal, site improvement, or
similar work, the Agency shall post, in conspicuous places available to employees and applicants for employment for
project work, notices to be provided by the Department setting forth the provisions of the nondiscrimination clause,
12.02 Title VI - Civil Rights Act of 1964: The Agency will comply with all the requirements imposed by Title VI of the
Civil Rights Act of 1964 (42 U,S,C, 2000d), the Regulations of the Federal Department of Transportation issued
thereunder, and the assurance by the Agency pursuant thereto.
The Agency shall include provisions in all contracts with third parties that ensure compliance with Title VI of the Civil
Rights Act of 1964,49 C.F,R., Part 21, and related statutes and regulations.
12.03 Americans with Disabilities Act of 1990 (ADA): The Agency will comply with all the requirements as imposed by
the ADA, the regulations of the federal government issued thereunder, and assurance by the Agency pursuant thereto,
16 B 1525~10~0
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12.04 Public Entity Crime: 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, may not
submit a bid on a contract with 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; and may not transact business with any public entity in
excess of the threshold amount provided in Section 287,017, Florida Statutes for CATEGORY TWO for a period of 36
months from the date of being placed on the convicted vendor list.
12.05 Discrimination: In accordance with Section 287,134, Florida Statutes, an entity or affiliate who has been placed on
the Discriminatory Vendor List, maintained by the Florida Department of Management Services, may not submit a bid on a
contract to provide goods or services to a public entity; may not submit a bid on a contract with 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; and may not transact business with any public entity,
12.06 Prohibited Interests: Neither the Agency nor any of its contractors or their subcontractors, shall enter into any
contract, subcontract, or arrangement in connection with the project or any property included or planned to be included in
the project in which any member, officer, or employee of the Agency or the locality during his tenure, or for two years
thereafter, has any interest, direct or indirect. If any such present or former member, officer, or employee involuntarily
acquires or had acquired any such interest prior to the beginning of his tenure, and if such interest is immediately
disclosed to the Agency, the Agency with prior approval of the Department may w;3ive the prohibition contained in this
subsection, provided, that any such present member, officer or employee shall not participate in any action by the Agency
or the locality relating to such contract, subcontract, or arrangement.
The Agency shall insert in all contracts entered into in connection with the project or any property included or planned to
be included in any project, and shall require its contractors to insert in each of it's subcontracts, the following provision:
"No member, officer or employee of the Agency or of the locality during his tenure, or for two years thereafter,
shall have any interest, direct or indirect, in this contract or the proceeds thereof,"
The provisions of this subsection shall not be applicable to any agreement between the Agency and its fiscal
depositories, or to any agreement for utility services the rates for which are fixed or controlled by a governmental agency,
12.07 Interest of Members of or Delegate to, Congress: No member of or delegate to the Congress of the United
States shall be admitted to any share or part of the Agreement or any benefit arising therefrom.
13.00 Miscellaneous Provisions:
13.01 Environmental Regulations: The Agency will be solely responsible for compliance with all applicable
environmental regulations and for any liability arising from non-compliance with these regulations and will reimburse the
Department for any loss incurred in connection therewith. The Agency will be responsible for securing any applicable
permits,
13.02 Department Not Obligated to Third Parties: The Department shall not be obligated or liable hereunder to any
party other than the Agency.
13.03 When Rights and Remedies Not Waived: In no event shall the making by the Department of any payment to the
Agency constitute or be construed as a waiver by the Department of any breach of covenant or any default which may
then exist on the part of the Agency and the making of such payment by the Department, while any such breach or default
shall exist, shall in no way impair or prejudice any right or remedy available to the Department with respect to such breach
or default.
13.04 How Agreement Is Affected by Provisions Being Held Invalid: If any provision of this Agreement is held invalid,
the remainder of this Agreement shall not be affected, In such an instance the remainder would then continue to conform
to the terms and requirements of applicable law,
13.05 Bonus or Commission: By execution of the Agreement, the Agency represents that it has not paid and, also,
agrees not to pay, any bonus or commission for the purpose of obtaining an approval of its application for the financing
hereunder,
525-010-40
1 On. a. PR1?J MGT, RESEARCH ~:CE~1~:~
, Page 9 of 12
13.06 State Law: Nothing in the Agreement shall require the Agency to observe or enforce with any provision
thereof, perform any other act or do any other thing in contravention of any applicable state law, provided, that if any of the
provisions of the Agreement violate any applicable state law, the Agency will at once notify the Department in writing in
order that appropriate changes and modifications may be made by the Department and the Agency to the end that the
Agency may proceed as soon as possible with the project.
13.07 Contractual Indemnity: To the extent permitted by law, the Agency shall indemnify, defend, save, and hold
harmless the Department and all its officers, agents and employees from any claim, loss, damage, cost, charge or
expense arising out of any act, error, omission or negligent act by the Agency, its officers, agents or employees during the
performance of the Agreement except that neither the Agency, its officers, agents or its employees will be liable under this
paragraph for any claim, loss, damage, cost, charge or expense arising out of any act, error, omission or negligent act by
the Department or any of its officers, agents or employees during the performance of the Agreement.
When the Department receives a notice of claim for damages that may have been caused by the Agency in the
performance of services required under this Agreement, the Department will immediately forward the claim to the Agency.
The Agency and the Department will evaluate the claim and report their findings to each other within 14 working days and
will jointly discuss options in defending the claim, After reviewing the claim, the Department will determine whether to
require the participation of the Agency in the defense of the claim or to require the Agency defend the Department in such
claim as described in this section, The Department's failure to promptly notify the Agency of a claim shall not act as a
waiver of any right herein to require the participation in or defense of the claim by the Agency, The Department and the
Agency will each pay its own expenses for the evaluation, settlement negotiations, and trial, if any. However, if only one
party participates in the defense of the claim at trial, that party is responsible for all expenses at trial.
The parties agree that this clause shall not waive the benefits or provisions of Section 768,28, Florida Statutes, or any
similar provision of law,
13'.08 Plans and Specifications: In the event that this Agreement involves constructing and equipping of facilities on the
State Highway System, the Agency shall submit to the Department for approval all appropriate plans and specifications
covering the project. The Department will review all plans and specifications and will issue to the Agency written approval
with any approved portions of the project and comments or recommendations covering any remainder of the project
deemed appropriate. After resolution of these comments and recommendations to the Department's satisfaction, the
Department will issue to the Agency written approval regarding the remainder of the project. Failure to obtain this written
approval shall be sufficient cause for nonpayment by the Department.
13.09 Right of Way Certification: Upon completion of right of way activities on the project, the Agency must certify
compliance with all applicable federal and state requirements. Certification is required prior to advertisement for or
solicitation of bids for construction of the project, including those projects for which no right of way is required.
13.10 Agency Certification: The Agency will certify in writing, prior to project closeout, that the project was completed
in accordance with applicable plans and specifications, is in place on the Agency facility, that adequate title is in the
Agency, and that the project is accepted by the Agency as suitable for the intended purpose,
13.11 Agreement Format: All words used herein in the singular form shall extend to and include the plural. All words
used in the plural form shall extend to and include the singular, All words used in any gender shall extend to and include
all genders,
13.12 Execution of Agreement: This Agreement may be simultaneously executed in a minimum of two counterparts,
each of which so executed shall be deemed to be an original, and such counterparts together shall constitute one in the
same instrument.
13.13 Restrictions on Lobbying:
Federal: The Agency agrees that no federally appropriated funds have been paid, or will be paid by or on behalf of the
Agency, to any person for influencing or attempting to influence any officer or employee of any federal agency, a member
of Congress an officer or employee of Congress, or an employee of a member of Congress in connection with the
awarding of any federal contract, the making of any federal' grant, the making of any federal/oan, the entering into of any
cooperative agreement, and the extension, continuation, renewal, amendment or modification of any federal contract,
qrant, loan. or cooperative aqreement.
1 L D 1 525-010-40
RUMs . H & DEV OFC
OGC - 11/03
Page 10 of 12
If any funds other than federally appropriated funds have been paid by the Agency to any person for influencing or
attempting to influence an officer or employee of any federal agency, a member of Congress, an officer or employee of
Congress, or an employee of a member of Congress in connection with this Agreement, the undersigned shall complete
and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions.
The Agency shall require that the language of this section be included in the award documents for all subawards at all tiers
(including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all
subrecipients shall certify and disclose accordingly.
State: No funds received pursuant to this contract may be expended for lobbying the Legislature or a state agency,
13.14 Maintenance: The Agency agrees to maintain any project not on the State Highway System, constructed under
this Agreement. If the Agency constructs any improvement on Department right-of-way, the Agency @ will 0 will not
maintain the improvements made for their useful life,
13.15 Vendors Rights: Vendors (in this document identified as Agency) providing goods and services to the Department
should be aware of the following time frames, Upon receipt, the Department has five 5 working days to inspect and
approve the goods and services unless the bid specifications, purchase order, or contract specifies otherwise. The
Department has twenty (20) days to deliver a request for payment (voucher) to the Florida Department of Financial
Services. The twenty (20) days are measured from the latter of the date the invoice is received or the goods or services
are received, inspected, and approved.
If a payment is not available within forty (40) days after receipt of the invoice and receipt, inspection, and approval of
goods and services, a separate interest penalty in accordance with Section 215.422(3)(b), Florida Statutes, will be due
and payable, in addition to the invoice amount to the Agency. Interest penalties of less than one dollar ($1) will not be
enforced unless the Agency requests payment. Invoices which have to be returned to an Agency because of Agency
preparation errors will result in a delay in the payment. The invoice payment requirements do not start until a properly
completed invoice is provided to the Department.
A Vendor Ombudsman has been established within the Florida Department of Fin'ancial Services. The duties of this
individual include acting as an advocate for Agencies who may be experiencing problems in obtaining timely payment(s)
from the Department. The Vendor Ombudsman may be contacted at (850)410-9724 or by calling the State Comptroller's
Hotline at 1-800-848-3792,
IN WITNESS WHEREOF, the parties have caused these presents to be executed the day and year first above written.
AGENCY
By:
Title: SoCC C~~~f1' or De~iW:l,E;:e
STATE OF F~RTMENT OF TRANSPORTATION
By: ~I
Title: D'rector of Transportation Development
C
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Attest: :
Title:
As to form:
Klatzkow
ounty Attorney
Item #
1/P6'
Attorney
Jeffrey A.
Assista't
Agenda ~-S. oS
Date
See attached Encumbrance Form for date of funding approval by Comptroller,
Date J 1 "c:-
Ree'd 7 -1/ - I..l.::)
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16 lit 1 525-010-40
PROJ MGT, RE CH & DEV OFC
OGC - 11/03
Page 11 of 12
FPN NO.415545-1
EXHIBIT A
Project Description and Responsibilities
This exhibit forms an integral part of that certain Reimbursement Agreement between the State of Florida, Department of
Transportation and
Collier County
Dated 'f - / - 05
PROJECT LOCATION:
Various locations
The project 0 is @ is not on the National Highway System,
The project 0 is @ is not on the State Highway System,
PROJECT DESCRIPTION:
See Attachment Page 1,
SPECIAL CONSIDERATION BY AGENCY:
See Attachment Page 2,
SPECIAL CONSIDERATION BY DEPARTMENT:
The Department shall reimburse the Agency, subject to funds availability, in the year programmed (currently FY 04/05).
16 ,~l~~~,::
Project Description:
Constructing six (6) foot sidewalk concrete segments away from edge of pavement as far as possible per the below list:
1. The west side of 43rd Lane SW from Sunset Road to Golden Gate Parkway,
2, The south side of 25th Place SW from 47th Terrace SW to 47th Street SW.
3, The south side of 30th Avenue SW from 53rd street SW east to the first driveway leading into St. John Newman High
School
4, The south side of 29th Place SW from 44th Terrace SW to 44th Street SW.
5, The north side of 30th Avenue SW from 46th Street SW to 45th Street SW,
6, The south side of 23rd Place SW from 43rd Lane SW to 41st Street SW,
7, The west side of Gulf Shore Drive commencing at the Vanderbilt Beach Road and Gulf Shore Drive intersection running
approximately 1,600 LF in the Unit No, 1 Conner's Vanderbilt Beach Estates.
16 B l,<,~
ATTACHMENT PAGE 2
Special Consideration by Agency:
All work to be conducted outside of the Department Right-of-Way shall adhere to the 2002 Florida Greenbook standards, as
amended,
All work to be conducted within Department Right-of-Way shall adhere to the following:
(1) The FOOT standard specification for road and bridge construction, 2004 edition as amended, and
(2) The FOOT roadway and traffic design standard, 2004 edition as amended and design criteria from the PPM, 2003 edition
as amended.
For all projects the following will apply:
a) Section 287,055, F.S, "Consultants Competitive Negotiation Act"
b) FOOT "Project Development and Environmental Manual," where applicable
c) The Local Agency Program Manual
The Agency will inform the Department in writing of the commencement and completion of the project. Upon completion of
the project, the Department will have forty-five (45) days after receipt of the Agency's invoice to review, inspect and approve
the project for payment.
The Department shall reimburse the Agency, subject to funds availability, in the year programmed (currently FY 04/05).
PR~ M~st};~5~5~~1~~
~ 0 IJ C-11/03
12 of 12
AGENCY NAME & BILLING ADDRESS FPN. NO,
STA.TE Of FLORIDA DEPARTMENT OF TRANSPORTATION 415545-1
Collier County LOCAL AGENCY PROGRAM
Finance Department AGREEMENT
2671 Airport Road EXHIBIT "8"
Naples, Florida 34112 SCHEDULE OF FUNDING
PROJECT DESCRIPTION
Name Sidewalks
Length N/ A
Termini Various Locations
FUNDING
(1) (2) (3)
TOTAL AGENCY STATE &
TYPE OF WORK bv Fiscal Year PROJECT FUNDS FUNDS FEDERAL FUNDS
P,E. 2003-2004 $0.00 $0.00
2004-2005
2005-2006
Total PE $0,00 $0,00 $0,00
Rlght.of.Way 2003-2004
2004-2005
2005-2006
Total Rioht-of-Wav Cost $0,00 $0.00 $0,00
Construction 2003-2004 $0,00 $0.00
2004-2005 $500,000.00 $62,500,00 $437,500,00
2005-2006
2006-2007 $0,00 $0.00
Total Contract Costs $500,000,00 $62,500.00 $437,500,00
Construction Engineering and Inspection
2003-2004 $0,00 $0,00
2004-2005
2005-2006
$0.00 $0,00 $0,00
Total Construction Engineering
Total Construction Cost $500,000,00 $62,500,00 $437,500.00
ESTIMATED TOTAL COST OF THE $500,000,00 $62,500,00 $437,500,00
PROJECT
The Department's fiscal year begins on July 1, For this project, funds are not projected to be available until after
The Department will notify the Agency, in writing, when funds are available.
July
1st each fiscal year,
*No work shall begin until the Department has issued a written Notice to Proceed for each phase. Funds are contingent upon jI:t\
legislative approval. \I'I
1683
MEMORANDUM
Date:
March 11, 2005
To:
Robert Bosch
Right-of- Way Acquisition Specialist
Transportation Department
From:
Linda A. Houtzer, Deputy Clerk
Minutes & Records Department
Re:
Agreement
Project: Rattlesnake Hammock Road
Enclosed please find one (1) copy of the document referenced above, Agenda
Item #16B3, approved by the Board of County Commissioners on Tuesday,
March 8, 2005.
The original document is on file in the Minutes and Records Department.
If you have any questions, please call me at 744-8411
Thank you.
Enclosures (1)
"--_..~~._~~-~~-.._-----,.
PROJECT: Rattlesnake Hammock Road
PARCEL No(s): 704, 804, 70S-A, 705-8, 707, 807
and 809
FOLIO No(s): 00419360001, 00419440002 and
00419480004
1683
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AGREEMENT
THIS AGREEMENT (hereinafter referred to as the "Agreement") is made and entered
into on this f OTffday of MA~C H , 2005, by and between VILLAS AT MANDALA Y
DEVELOPMENT, LLC, a Florida limited liability company, whose mailing address is 5770
Shirley Street, Naples, Florida 34109 (hereinafter referred to as "Owner"), and COLLIER
COUNTY, a political subdivision of the State of Florida, whose mailing address is 3301
Tamiami Trail East, Naples, Florida 34112 (hereinafter referred to as "County").
WITNESSETH:
WHEREAS, County has requested that Owner convey to the County a) a Temporary
Construction Easement over, under, upon and across the lands described in Exhibit "A", b) a
Temporary Driveway Restoration Easement over, under, upon and across the lands
described in Exhibit "8", and c) a Perpetual, Non-Exclusive, Drainage Easement over, under,
upon and across the lands described in Exhibit "C", all of which are attached hereto and
made a part of this Agreement (said easements hereinafter collectively referred to as the
"Property"); and
WHEREAS, Owner has agreed to install an underground drainage pipe for County
along a portion of the frontage of the Villas at Mandalay Development within Rattlesnake
Hammock Road right-of-way (hereinafter referred to as the "Construction Works"), with no
obligation or responsibility for maintenance; and
WHEREAS, Owner has agreed that its proposed wall, landscaping, lighting and
irrigation in the area of the Construction Works will be constructed and installed only after the
Construction Works have been completed, so as to prevent any damage being caused
thereto while the Construction Works are being carried out; and
WHEREAS, County intends to award the contract for construction of the Rattlesnake
Hammock Road 4-laning Improvements (hereinafter "Project") before June 30, 2005 and to
issue a Notice to Proceed shortly thereafter; and
WHEREAS, the Parties recognize the mutual benefits provided herein whereby costs
and delay are avoided by both parties through completion of the Construction Works by
Owner; Owner desires to convey the Property to County for the stated purposes, and to carry
out the Construction Works for County; and County has agreed to compensate Owner for
carrying out the Construction Works on the terms and conditions set forth herein.
NOW, THEREFORE, in consideration of these premises, the sum of Ten Dollars
($10.00), and other good and valuable consideration, the receipt and sufficiency of which is
hereby mutually acknowledged, it is agreed by and between the parties as follows:
1. All of the above RECITALS are true and correct and are hereby expressly incorporated
herein by reference as if set forth fully below, and all Exhibits referenced herein are
made a part of this Agreement.
2, Owner agrees to grant the Temporary Construction Easement (Exhibit "A") This
Temporary Construction Easement shall commence upon its recording in the Public
Records of Collier County, Florida, and expire on December 31, 2008,
3, Owner agrees to grant the Temporary Driveway Restoration Easement (Exhibit "8") for
the purpose of filling, grading and placing concrete, asphalt or rock, on the Grantor's
lands for the purpose(s) of constructing, with materials of like kind, a driveway/turnout
and/or to provide for continuous transition between the existing driveway and the newly
constructed road, sidewalk, and drainage improvements to Rattlesnake Hammock
Page 1. 6 B 3
.J
Road, This Temporary Driveway Restoration Easement shall commence on May 1,
2005 and shall expire on December 31, 2007. Said construction shall be at County's
expense and in accordance with County's standards.
4. Owner agrees to grant the Perpetual, Non-Exclusive Drainage Easement (Exhibit "C")
for the purpose of entering upon and installing and maintaining drainage structures and
facilities in this area.
5. Owner shall convey the Property to County via Easements and at no cost to County,
unless otherwise stated herein. Said conveyance (Owner's delivery to County of
properly executed easement instruments) is hereinafter referred to as the "Closing,"
Closing shall occur within forty-five (45) days from the date County executes this
Agreement; provided, however, that County shall have the unilateral right to extend the
term of this Agreement pending receipt of such instruments, properly executed, which
either remove, release or subordinate any and all such liens, encumbrances or
qualifications affecting County's enjoyment of the Property. Owner hereby consents to
County applying to the South Florida Water Management District for a modification of
Owner's SFWMD Permit, should such permit modification be required for the vacation
or termination of that certain Conservation Easement dated October 20, 2004, and
recorded on October 20, 2004, in Official Records Book 3664, Page 1214, of the Public
Records of Collier County, Florida, and Owner will cooperate with the County in
modifying the permit conditions to reflect termination of that portion of the Conservation
Easement which encumbers the Property, County agrees to pay the application fee
for said modification. The Closing date shall in no way affect the construction
obligations, including completion deadlines, of Owner.
6. Prior to Closing, Owner shall obtain from the holders of any liens, exceptions and/or
qualifications encumbering the Property, the execution of such instruments which will
remove, release or subordinate such encumbrances from the Property upon their
recording in the public records of Collier County, Florida, Owner shall provide such
instruments, properly executed, to County on or before the date of Closing.
7, Owner agrees to obtain a Collier County Right-of-Way permit prior to commencement
of the Construction Works, and to comply with all conditions thereof. The Construction
Works shall be completed within 180 days of issuance of the Right-of-way permit and
shall comprise the installation of drainage structures S-13B and S-13C, and connecting
pipe, approximately located at Station No, 191 +80, and the installation of 48" drainage
pipe and structures, commencing at Station No, 196+50 and continuing to Station No,
199+80, inclusive of drainage structures S-15 and S-15A, as more fully depicted in the
Contract Plans attached hereto as Exhibit "0" and made a part of this Agreement.
Owner agrees to perform the Construction Works in accordance with the Contract
Plans and within the foregoing construction limits, with the exception that temporary
ditches will be constructed by Owner at both ends of the 48" pipeline (Sta. 196+50 to
Sta,199+80) to connect with the existing ditch and accommodate drainage from the
roadway facility, Specifications noted for a temporary ditch at the eastern terminus of
the pipeline (Sta. 199+80) (see page 5 of Exhibit D) should be duplicated to the extent
possible when constructing a temporary ditch on the western terminus (Sta. 196+50). It
is expressly understood by the parties hereto that the Construction Works do not
include the construction or placement of any improvements outside the proposed right-
of way as shown on Contract Plans, such as excavation, grading or embankment work
associated with the berm on the Mandalay frontage and outside the right-of-way limits
8, County agrees to pay Owner for completion of the Construction Works in accordance
the costs set forth in the Unit Price List attached hereto as Exhibit "E" and made a part
of this Agreement, provided that under no circumstances shall the total cost exceed
$150,000.00 (One Hundred Fifty Thousand Dollars). In the event Owner defaults in
completing the Construction Works in accordance herewith, and County elects to
complete the work under Paragraph 12, Owner will be paid for all work it has
completed, after submittal of certification of the work by a professional engineer,
release and affidavit of final payment of all subcontractors, material-men and suppliers
from Owner's contractor, and verification by the County. Such payment will be made
within thirty (30) days of County's verification.
pag,e316B'3
9. Owner will promptly notify the County when the Construction Works are complete and
ready for inspection, and will provide the County with an invoice for the completed
work, certification by a civil engineer of the nature and specifications of the work, the
types and quantities of materials used, as-built drawings of the Construction Works,
and a release and affidavit of final payment of all subcontractors, material-men, and
suppliers from its contractor. County will thereafter inspect all work and if County
determines that the Construction Works have been completed in accordance with the
Contract Plans and industry standards, shall accept the Construction Works. If, after
review and calculation by County's project engineer, the as-built plans evidence that
the quantities and materials as certified by Owner's engineers are correct, County will
make payment in full to Owner within 30 days of Owner complying with the terms of
this Paragraph.
10. Owner agrees to warrant, for a period of one year after acceptance of the Construction
Works by the County, all work performed by Owner, or its agents, contractors,
subcontractors, or the like, and incorporated into the road facility to be of good quality,
free from all defects and installed, placed or constructed in conformance with the
construction plans and industry and manufacturer's standards and instructions.
11. Owner agrees to protect, indemnify and hold County, its agents, employees,
contractors, and the like, harmless from and against all losses, damages, claims,
actions, liens, liabilities, professional fees, and all costs of litigation and judgments,
including attorney fees, arising out of or relating to completion of the Construction
Works contemplated under this Agreement. This provision shall not be construed, nor
is it intended, to extend the warranty contained in Paragraph 10 above.
12. If Owner defaults under this Agreement and fails to complete the Construction Works
within 180 days, County reserves the right, but not the obligation, to complete the
Construction Works, If the County exercises this right, County agrees to use all
reasonable care so as to avoid any impact to Owner's property. In this event, Owner
shall have no claim against County for any damage to Owner's property immediately
adjacent to the Construction Works, or any improvements existing thereon, such as
wall, landscaping, lighting and irrigation, which may be caused by the negligent acts of
the County, or its contractor, during completion of the Construction Works,
13, Owner is aware and understands that this Agreement is subject to the acceptance and
approval by the Board of County Commissioners of Collier County, Florida,
14, Owner represents, based on Owner's actual knowledge, that the Property and all uses
of the Property have been and presently are in compliance with all Federal, State and
Local environmental laws; that no hazardous substances have been generated, stored,
treated or transferred on the Property except as specifically disclosed to the County;
that the Owner has no knowledge of any spill or environmental law violation on any
property contiguous to or in the vicinity of the Property to be conveyed to the County,
that the Owner has not received notice and otherwise has no actual knowledge of a)
any spill on the Property, b) any existing or threatened environmental lien against the
Property or c) any lawsuit, proceeding or investigation regarding the generation,
storage, treatment, spill or transfer of hazardous substances on the Property, This
provision shall survive Closing and is not deemed satisfied by conveyance of title,
15. Owner shall indemnify, defend, save and hold harmless County against and from, and
reimburse the County with respect to, any and all damages, claims, liabilities, laws,
costs and expenses (including without limitation reasonable paralegal and attorney
fees and expenses whether in court, out of court, in bankruptcy or administrative
proceedings or on appeal), penalties or fines incurred by or asserted against the
County by reason or arising out of the breach of Owner's representation under
Paragraph 14, This provision shall survive Closing and is not deemed satisfied by
conveyance of title,
16. Excepting that Owner agrees not to construct its wall, or install irrigation equipment and
landscaping materials in or adjacent to the Construction Works area until completion of
the Construction Works, the operation of the easements described herein shall in no
way be construed as restricting, or constitute a waiver of, Owner's ability to proceed
Page 4
with its project as depicted on plans approved by County prior to the effectivl ~teB;;
this Agreement. This provision shall survive closing on the Property.
17. County shall pay all fees to record any curative instruments required to clear title, all
Easement recording fees, and any and all costs and/or non-refundable processing fees
associated with securing and recording a Release or Subordination of any mortgage,
lien or other encumbrance recorded against the property underlying the Easements.
18. This Agreement and the terms and provisions hereof shall be effective as of the date
this Agreement is executed by both parties and shall inure to the benefit of and be
binding upon the parties hereto and their respective heirs, executors, personal
representatives, successors, successor trustees, and/or assignees, whenever the
context so requires or admits.
19. Conveyance of the Property by Owner is contingent upon no other provIsions,
conditions, or premises other than those so stated above; and this written Agreement,
including all exhibits attached hereto, shall constitute the entire Agreement and
understanding of the parties, and there are no other prior or contemporaneous written
or oral agreements, undertakings, promises, warranties, or covenants not contained
herein.
20. This Agreement is governed and construed in accordance with the laws of the State of
Florida,
IN WITNESS WHEREOF, the parties have caused these presents to be executed
the date and year first above written.
AS TO COUNTY:
DATED: c,:, - :~; - ~,")):;-
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ATTEST: .,' '"
DWIGHT E.BROCK, Clerk
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BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
BY: _t.JL w. (,,"'""
Fred W, Coyle, Chairman
AS TO OWNER:
VILLAS AT MANDALAY DEVELOPMENT,
LLC, a Florida limited liability con:pany
VYJTN~SSES: I
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Witness{Si~nature) J l '.
Name: ; "j:?~":; ,/ 1--]' <) c.JeL,(.
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Witness (51", nature) .
Name: \J ) \Je.", { ('::> (\ ~.k:;'-, (Ia(~()
(Pr nt)
,I'
By: _'___'_
Dennis p, Frechette, Operating Member
Approved as to form and
legal sufficiency
/ /;
L JII/
/"U.A.-r- "-c'/ LA ~(......_
Ellen 1. Chadwell
Assistant County Attorney
Item # 11083
Agenda.3 g
0,' - -1'"'15
dl8 ~
Date ::J. I" ./"-0.5 i.
Hec'd.;;,LJ.~ .~
SECTION 16, TOWNSHIP 50 SOUTH, RANG[ 26 EAST
COLLIER COUNTY, FLORIDA
PARCEL NO. 704
PROPERTY OWNER: 808BV C. AND THELMA
LlCLEAN
REFERENCE: a.R 1340, PGS. 1115-17111
STRAP NO,: ~01~.oOOl5ale
AREA OF TAKE: 11111 S.F.
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p.o.e. = POINT OF COMMENCMENT
P.O.B. = POINT OF BEGINNING
R.O.W. :::: RIGrtT-OF-WAY
THIS LEGAL DESCRIPTION AND SKETCH PREPARED BY:.
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SECnON 14. 7\\1'. ISo 5.,
ROE, " E.
LEGAL DESCRIPTION AND SKETCH SHEET 1 OF 2
-----.-__04-.-___~____
DESCRIPTION: PARCEL 704
~~~~N:CO:R ::~~T:i:SPO~TA~02ISI0N
-----.2L'-q /01 '_. GEORGffl~y. "P.}S,M. NO. 5606
-----.11/4/.Q~ SCALE: 1";;; JUL DATE;,~~---.2QQi
DRAWN BY:__----.JAN PROJECT NO,:_..8Jlti.
-- ACAD NO:1iti72-S021 FILE NO:B672.
~
SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY~ FLORIDA
LEGAL DESCRIPTION OF PARCEL 704
ALL THAT PART OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 16,
TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY FLORIDA LYING
NORTHERLY OF RATTLESNAKE HAMMOCK .ROAD (C.R. 864) (100' RIGHT OF
WA Y) AND BEING MORE P ARTICULARL Y DESCRIBED AS FOLLOWSj
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 16;
THENCE SOUTH 89'13'46" EAST ALONG THE SOUTH lINIi: OFSAlD SECTION 16
AND ALONG THE CENTERLINE OF RATTLE;SNAKE HAMMOCK ROAD (C.R. 864) A
DI~TANCE OF 659.27 FEET; ,
THENCE LEAVING SAID SOUTHERLY LINE AND LEAVING SAID CENTERLINE
NORTH 0'46'14" EAST A DISTANCE OF 50.00 FEET TO THE SOUTHWEST
CORNER OF THE BOBBY C. AND THELMA MCLEAN PROPERTY AS RECORDED IN
OFFICIAL RECORDS BOOK 1340, PAGES 1715 AND 1716 PUBLIC RECORDS OF
COLliER COUNTY, FLORIDA; .
THENCE NORTH 0'03'46" WEST ALONG THE WESTERLY LINE OF THE
AFORESAID MCLEAN PROPERTY A DISTANCE OF 17.50 FEET TO THE POINT Of.
BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED;
THENCE SOUTH 89'13'46" EAST ALONG A LINE 17.50 FEET NORTHERLY OF ,
AND PARALLEL WITH THE SOUTHERLY LINE OF THE AFORESAID MCLEAN
PROPERTY AND THE NORTHERLY LINE OF SAID RATTLESNAKE HAMMOCK ROAD
A DISTANCE OF 231.80 FEET;
THENCE NORTH 0'03'46" WEST A DISTANCE OF 5.00 FEETj
THENCE NORTH 89'13'46", WEST ALONG A LINE 22.50 FEET NORTHERLY OF
AND PARALLEL WITH THE AFORESAID NORTHERLY RIGHT OF WAY LINE A
DISTANCE OF 231.80 FEET TO THE WESTERLY LINE OF THE AFORESAID
MCLEAN PROPERTYj
THENCE SOUTH 0'03'46" EAST ALONG THE WESTERLY LINE OF SAID MCLEAN
PROPERTY A DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING OF THE
PARCEL HEREIN DESCRIBED;
CONTAINING 1159 SQUARE FEET OF LAND MORE OR LESS;
EXHIBIT A
~...
Page 1 of 6
TeMPORARY
CQNSTRUCTION EASEMENT
llll[iOIJ
I ..
illl RHER"
1..11. RUNDAGE.UlC
Proleaelonal ..nslnearB. pllllln<ln. .I< lond Burveyon
c.w.. g.......,.. 'ull.oo 100. 7601 tual....1 TuJl, 1I...u.1 H.pl... )L 14101 laulU7-ll II
too C.....I"l' illite lal. 1016 ....407 BIt-.o1. 'art 1/1.... n. IUU HI 117-1111
C.rll.1I..1.oo .f .!.uU..d..Il... II... tll 1114 .~. 1111 1114 ~"'" AU 'II-IIGS
LEGAL DESCf<IPTION AND SKETCH SIIEEl 2 OF 2
--------.--.-..-
DESCRIPTION: PARCEL 704
CLIENT: COLLIER COUNTY T NSPORTATlON DiViSION
REVfSION:---- ----
BY:
THls-TEG--ACOES-CRTrTION--AND SKETCH PREPARED BY:
7/27/04
------
11/4/04
G GE W, H KNEY, P.S,M, NO. 5606
SCALE; __.u~I..s... DA TE: ~--.lL2flD.1.
DRAWN BY; JAN. PROJECT NO.: _1Ulli
A9AD NO: B672--Sf)21 FILE NO: ~lU..2.
~
SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 E
COLLIER COUNTY, FLORIDA
PARCH NO. 700-,\
PROPERTY OWN~R: Bo,ay C. AND THfl"'A
, MCLEAN
REfERENCE: .Q.lt 1340. POS. 171lH718
STRAP NO.: 0021111S018.000aBlIS
AR~A OF' TAKE: 0.085 ACRES
BOBBY C. AND mEWA MCLEAN
O.R. BOOX .3.34! PAGES 1J2 mRU 1JJ
STRAP I 0024111021.00058"
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BOBBY C. AND THELMA MCLEAN I
O.R. BOOK 1J-40, PAGES 1715 THRU 1718 I ~llii
STRAP j 502616019.0005816 r1 ,..d
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P.O.c. - POINT OF- COMMENCMENT
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LEGAL DESCRIPTION AND SKETCH SHEET
DESCRIPTION; PARCEL 705-A
CLIENT: COLLIER COUNTY TRANSP RTAT/ON DIVISION
_-1ld/04
___n___ BY;
OF 2
HACKNEY, P.S.M. NO. 5606
SCALE; 1 N r;:; BO' OA TE: JIAt:L_tLlQQf
DRAWN BY: JAN PROJECT NO,:_aJU
ACAD NO: B672-S0U FILE NO: B672
~
SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
LEGAL'DESCRIPTlON OF PARCEL 705-A,
ALL THAT PART OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 16,
TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY FLORIDA LYING NORTHERLY
OF RATTLESNAKE HAMMOCK ROAD (C.R. 864) (100' RIGHT OF WAY) AND BEING MORE
PARTICULARL Y DESCRIBED AS FOLLOWS; .
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 16j
THENCE SOUTH 89'1.3'46" EAST ALONG THE SOUTH LINE OF SAID SECTION 16
AND ALONG THE CENTERLINE OF RATTLESNAKE HAMMOCK ROAD (C.R. 864) A
DISTANCE: OF 891.07 FEETi '
THENCE LEAVING SAID SOUTHERLY LINE AND LEAVING SAID CENTERLINE NORTH
0'46'14" EAST A DISTANCE OF 50.00 FEET TO THE SOUTHWEST CORNER OF THE
BOBBY C. AND THELMA MCLEAN PROPERTY AS RECORDED IN OFFICIAL RECORDS
BOOK 1340, PAGES 1715. AND 1716 PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA
THENCE NORTH 0'03'46" WEST ALONG THE WEST LINE OF THE AFORESAID
MCLEAN PARCEL A DISTANCE OF 17.50 FEET TO THE POINT OF BEGINNING OF THE,
PARCEL HEREIN BEING DESCRIBED;
THENCE CONTINUING NORTH 0'03'46" WEST ALONG SAID WESTERLY LINE A
DISTANCE OF 7.50 FEET;
THENCE LEAVING SAID LINE SOUTH 89'1.3'46" EAST ALONG A LINE 25.00 FEET
NORTHERLY OF AND PARALLEL WITH THE AFOREMENTIONED NORTHERLY RIGHT OF
WA Y LINE A OIST ANCE OF 493.62 FEET TO THE EASTERLY LINE OF THE AFORESAID
MCLEAN PROPERTY; .
THENCE SOUTH 0'02'46" EAST ALONG SAID EASTERLY LINE A DISTANCE OF 7.50
FEET;
THENCE LEAVING SAID LINE NORTH 89'13'46" WEST ALONG A LINE 17.50 FEET
NORTHERLY OF AND PARALLEL WITH SAID NORTHERLY RIGHT OF WAY LINE A .
DISTANCE OF 49.3.62 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN
DESCRIBED;
CONTAINING 0.085 OF AN ACRE OF LAND MORE OR LESS;
EXHIBIT A
Page 4- -of 6 A~
.h.. ~
TEMPORARY
CONSTRUCTION EASEMENT
THIS LEGAL DESCRIPTION AND SKETCH PREPARED BY:
iiiiliOI.I
II Iii RHER"
1.11.. RUNDAGE,lHa.
ProJo..IOllAI On&IDDOr~, plOllllDfl, " land lurvDyofll
lloW.. c:.....t,. .1&It. '00. nOD f....u..t 2IrAll. ""'ILl 11.,1... I'L t410'l"lller-'11I
L.. C._1.Jl hit. 101. 1'" B....., 1Ita-..l. "on ~.... It .1101 161 117-'1l1
CarWI..1AI .r .....Ul.lb.U... H... 01 II" ~ .. .,.. ..... 'U II.-uaa
LEGAL DESCRIPTION AND SKETCH SHEET 2 OF 2
DESCRIPTION: PARCEL 705-A
CLIENT: COLLIER COUNTY TRANSPORT A TlON DIVISION
~---~--~.-----
REQrSr :
------ BY;
11 4- 04 'GED E W. HACKN I P.S,M. NO. 5606
SCALE;_~..LS~ DATE: JAN. D. 2QQ1-
DRAWN BY: ' JAij PROJECT NO.; -lU1.5
ACAO NO: 8672-5D22 FILE NO: 8672
~
SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 [A'ST
COLLIER COUNTY, FLORIDA
PARCEL NO. 707
PROPERTY OWNER: BOBBY C. AND THEU.lA
MCLEAN
REFERENCE: .i}JLJ34. PGS. 132-133
STRAP NO.: a02811S0al,0005B18
AREA OF TAl<f: 0.028 ACRES
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SCALE: 1":: 80'
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11llL LENDIU WBiJ!/ji
U 7.110 N 00'02'43" W
U 148,~8 S B91J'48' f
LJ 7,50 S 00'48'/-+" W
l4 I-tP,55 N 891J'48' W
E HIBIT It-
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P.O.C. = POINT OF COMMENCMENT SOUT1,KEST CORNER
P.O.B. = POINT OF BEGINNING S7: . ~~in~ ~~. TMP.",o s.,
R.O.W. = RIGHT-OF-WAY LEGAL DESCRIPTION AND SI<ETCH SHEET OF 2
nns LEGAL DESCRIPTION AND SKETCH PREPARED BY: DESCRIPTION: PARCEL 707
i--i~ CLIENT: COLLIER COUNTY TRANSPORTATION DIVISION
II GNO,J REVlsmN;---
-II-III RaER & BY: _._ _ __
I 11/4/04 0 GE W, HACK Y, P.S.M, NO. 5606
- .. RUNDAGE,lIfo.
Protullanalanlllneen, planner.. " land lIurvoyon SCALE: -------1~-=--BfL DATE: ~--2QQi
c.ut.. 0.....". hi... 100, HOD T-.t0m4 T..u. H.rUI! H.,..., IL auooj'''lm-'1I1 DRAWN BY: JAN, PROJECT NO.:_ n.<lll:;
l.. c.....'" ...n. 101. UI6 lI.o4rJ 11...1, ,..1 Ill.... n .1101 "I aU-'lu ___ __IoI.,/J->ot
C..Ull..... 01 .luU...luU... H.., DlIlI84 Ille U 8m 'UI UI58B-UD' ACAD NO: 8672-5023 FILE NO: B~72
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SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLlfR COUNTY, FLORIDA
i
I
LEGAL DESCRIPTION OF PARCEL 707 .
ALL THAT PART OF THE SOUTH .1/2 OF THE SOUTHWEST 1/4 Of SECTION 16,
TOWNSHIP 50 SOUTH, RANGE 26 EAST COLLIER COUNTY FLORIDA LYING NORTHERLY
01' RATTLESNAKE HAMMOCK ROAD (C.R, 864) (100' RIGHT OF WAY) AND BEING MORE
PARTICULARLY DESCRIBED' AS FOLLOWS; . '
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 16;
THENCE SOUTH 89'13'46" EAST ALONG THE SOUTH LINE OF SAID SECTION 16
AND ALONG THE CENTERLINE OF RATTLESNAKE HAMMOCK ROAD (C.R, 864) A
DISTANCE OF 1384.69 FEET;
THENCE LEAVING SAID SOUTHERLY LINE AND L~AVING SAID CENTERLINE NORTH
0'46'14" EAST A DISTANCE OF 50.00 FEET TO THE SOUTHWEST CORNER OF THE
aOBBY C. AND THELMA, MCLEAN PROPERTY AS RECORDED IN OFFICIAL RECORDS
BOOK 334, PAGES 132 AND 133 PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA;
THENCE NORTH 0'02'46" WEST ALONG THE WESTERLY LINE OF SAID MCLEAN
PROPERTY A DISTANCE Of 17.50 FEET TO THE POINT OF, BEGINNING OF THE PARCEL
HEREIN BEING DESCRIBEDj .
THENCE CONTINUE NORTH 0'02'46" WEST ALONG SAID WESTERLY LINE A
DISTANCE OF 7.50 FEET; . .
THENCE'LEAVING SAID LINE SOUTH 89'13'46" ~AST ALONG A LINE 25.00 FEET
NORTHERLY OF AND PARALLEL WITH THE NORTHERLY RIGHT OF WAY LINE OF
RA TTLESNAKE HAMMOCK ROAD A DISTANCE OF 149.66 FEET;
THENCE SOUTH 0'46'14" WEST A DISTANCE OF 7.50 FEET;
THENCE NORTH 89'13'46" WEST ALONG A LINE 17,50 FEET NORTHERLY OF AND
PARALLEL WITH SAID NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 149.55 FEET
TO THE POINT OF BEGINNING OF THE PARCE~HEREIN DESCRIBED;
CONTAINING 0.026 ACRES OF LAND MORE OR LESS;
EXHIBIT A
Page.. "~_of 6
, TEMPORARY
CONSTRUCTION EASEMENT
illillOfJ
.... RBl!:R &
11111. RUNDAGE,III0,
Protelllonal englneera, planners. &I land sUrYeyorl
llolU.. c.....", s...to 100. "OD t_loml full. N..u.1 ".,1... 'L ..IDIIUIIOI7-III_
Leo COWl"" Iulll 101, 1111 II......, Iit&-..l, 'm w"..... tJ, 1"01 UI 887-liU
a.rt1Jl..1I 01 !..u..rlaaUo.. No.. Q IU. .... n 'Iii 'os' IU 111-1101
LEGAL DESCRIPTION AND Sf<ETCH SHEET 2 OF 2
DESCRIPTION: PARCEL 707 ' .
CLIENT: COLLIER COUNTY TRANSPORT A TlON DIVISION
REV'lSIO~~_ BY; ---Z-~Z ~. ..
. 11/4/04 ~E W. HACKNE~. NO. 5606
'____.h_____ SCALE: NLt.S~ DATE: .JAN. 6, 200A
DRAWN BY: JA/)j PROJECT NO.: B315
ACAD NO: 8672-5023 FILE NO: 8672
\f
THIS LEGAL DESCRIPTION AND SKETCH PREPARED BY:
SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
PARCEL NO. 7015-B
PROPER TY OWNER: BOBBY C. AND THELMA
MClEAN
REFERENCE: O.R. 1340: pas. 1715-1718
STRAP NO.: 150211 1 80 IIJ.OQOI5BI II
AREA OF TAKE: 2400 I.F.
BOBBY C. AND JHEUJA MCLEAN
O.R. BOOK JJ41 PAGES 1"2 THRU UJ
STRAP # D02"6021.000581, '
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BOBBY C. AND THElMA MCLEAN I
D.R. BOOK 1J-40, PAGES 1715 TIlRU 1716 1 C!~
. STRAP I ~026'8019,0005B'8 ('; ... to!
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I I RESTORATION EASEMENT
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P.O.C. = POINT OF COMMENCMENT
P.O.8. = POINT OF 8EGINNING
R.O.W. = RIGHT-OF-WAY LEGAL DESCRIPTION AND SKETCH SHEET 1 OF 2
THIS LEGAL DESCR1PTJON AND SKETCfT-PREPARED BY: DESCRIPTION: PARCEL 705-8 --
I.I.~ .. ClJENTcOLLlER COUNTY TRANSPORTA.T/ON DIVISION ------
illl GNOLI REvrsmN:-- - ~ ~ -
-.1111. ARBER ok 1/15/0~__ BY: '~~NUY, P.S.M, NO. -5606
.... RUNDAGE,IlIo. 2/6/04.., _ .
Prot...lObal IInslnlllll'II, planulln, '" land Burvsyon ____.__ , SCALE; --.J_=--.tlli:. DATE; SEP1, 26. 2QQJ
t.Ul" eo...."" ."'te lGO. uao Tu\llaaI tull. H.rlIll H.fla.. n IUOI lOIlIU7-UI1 7/27/04 DRAWN BY' JA~' PROJECT NO' --8JHi
Loo c.......,: ."'1<0 lal. III. ......,. lIIn.t. r.rt 11.1.... n auol .61 117-1111 '\1, .
C"I1ft..te of J...u..ri..u... N.., UI .....d U .... 'u: 841 818-."01 -"-04 04 ACAO NO: B672--5D11 FILE NO: 8672
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: : Page_ 1 of 2.
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SECTION 16, TOWNSHIP 50 SOUTH} RANGE 26
COLLIER COUNTY, FLORIDA
LEGAL DESCRIPTION OF T.D,R.E. PARCEL 705-8
ALL ll-lA T PART OF THE SOUTH 1/2 OF SECTION f6, TOWNSHIP 50 SOUTH, RANGE 26
EAST, COLLIER COUNTY, FLORIDA, LYING NORTHERLY OF RATTLESNAKE HAMMOCK
ROAD (C.R. 864) AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS;
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 16;
THENCE SOUTH 89'13'46" EAST ALONG THE SOUTH LINE OF SAID SECTION 16 AND
THE SURVEY BASELINE OF SAID RATTLESNAKE HAMMOCK ROAD A DISTANCE OF
1197.50 FEET;
THENCE NORTH 0'46'14" EAST A DISTANCE OF 50.00 FEET TO THE NORTHERLY RIGHT
OF WAY LINE OF SAID RATTLESNAKE HAMMOCK ROAD;
, THENCE CONTINUE NORTH 0'46'14" EAST A DISTANCE OF 25.00 FEET TO THE POINT
OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED;
THENCE CONTINUE NORTH 0'46'14" EAST A DISTANCE OF 25.00 FEET;
THENCE SOUTH 69'13'46" EAST ALONG A LINE 50.00 FEET NORTHERLY OF AND
PARALLEL WITH SAID RIGHT OF WAY LINE A DISTANCE OF 96.00 FEET;
THENCE LEAVING SAID LINE SOUTH 0'46'14" WEST A DISTANCE OF 25.00 FEET;
THENCE NORTH 89'13'46" WEST ALONG A LINE 25.00 FEET NORTHERLY OF AND
PARALLEL TO SAID RIGHT OF WAY LINE A DISTANCE OF 96,00 FEET TO THE POINT
OF BEGINNING OF THE PARCEL HEREIN DESCRIBED;
CONTAINING 2,400 SQUARE FEET OF LAND MORE OR LESS;
EXHIBIT B
Page _ :L ~ot 1.
TEMPORARY DRIVEWAY
RESTORATION EASEMENT
lillliNOLI
ill DEft &:
....
1111. RUNDAGE....o,
ProloslloUDI OI1&llleen, plannerl, &. Illnd surveyors
c.w.. Oow.~ tlllt. 100. noo t..I_1 Troll, Horlhi H.,I.., n. 'UOlllulon~'lu
&.0. c.....~ lIu1lo 101, u" .1"417 .uut. 'ort w".... It. 01801 141 117-1111
' c..ua..t..r .t."u.orl..u... ..., tII leU ...d U DIU rUl eu OU-Ital
LEGAL DESCRIPTION AND SKETCH SHEET 2 OF' 2
DESCRIPTION: PARCEL 705--B
CLIENT: COLLIER COUNTY TRANSPOR ' TION DIVISION
REIJrSTON:-----
THIS LEGAL DESCRIPTION AND SKETCH PREPARED BY:
1/15 04
~/6/0i._.
7 /27j.E~
11 04 04
BY:
KNEY. P,S,M. NO. 5606
SCALE: __~..1,s.. DA TE: SEPT. 26. 2003
DRAWN BY; __...JAtl PROJECT NO.:__J!JL5.
ACAD NO: llill::::.SJ211 FILE NO; 8672
if
SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
PARCEL NO. 804
PROPERTY OWNER: BOBSY C. AND lHEUAA
LI ~lE"N
R,EFERENCE: a.R. IJ40. PGS. 171l5-17UI
STRAP NO.: 15Q28111011l.00058111
AREA OF TAKE: 1118 S.F.
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SCArE: 1"... 80'
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STA. 185+02.50
P.O.C~ = POINT OF COMMENCMEN"r
P.o. 8. = POINT OF BEGINNING
R.O.W. - RIGHT-Of-WAY
THIS LEGAL DESCRIPTION AND SKETCH PREPARED BY:
Ilill~GNOIJ
...
liill RB~R &
IIII RUNDAGE,....,
Proleealoolll en.lneeJ'!l, plllnnere. & land surveyafl
c.w... c.""", ....t. lao, 7400 '1'........... T>aJl, H..1Iol lI.pl... IL lun llfl}0lI7-11I1
t.o. d....."'. ' ....t. tQl, 1110 a....., ~..t. Ion lI,r.n, n ...01 IU .n-'Ul
C.rtUI..14 .r JouU..l1nU... H.., 'UI .... .... .1 IIU lu. au '16_110'
LEGAL DESCRIPTION AND SkETCH SHEE'J 1 OF 2
DESCRIPTION: PARCEL 804
CLIENT: COLLIER COUNTY TRANSPORTATION DIVISION
BY, ~~EY. P.S.M. NO. 560~
------- SCALE: 1" "" BP' DA TE: NOV. 4. 2004:
DRAWN BY: JAN PROJECT NO,:~B315.
-------- AGAO NO: 8672-SD2.a FILE NO: -fi.6l.2
~
SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26
COLLIER COUN TY, FLORIDA
LEGAL DESCRIPTION OF PARCEL 804
ALL THAT PART OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF SECTION 16,
TOWNSHIP 50 SOUTH. RANGE 26 EAST COLLIER COUNTY FLORIDA LYING
NORTHERLY OF RATTLESNAKE HAMMOCK ROAD (C.R. 864) (100' RIGHT OF
WA Y) AND BEING MORE P ARTlCULARL Y DESCRIBED AS FOLLOWSj
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 16;
THENCE SOUTH 89'13'46" EAST ALONG THE SOUTH LINE OF SAID SECTION 16
AND ALONG THE CENTERLINE OF RATTLESNAKE HAMMOCK ROAD (C.R. '864) A
DISTANCE OF 659.27 FEET;
THENCE LEAVING SAID SOUTHERLY LINE AND LEAVING SAID CENTERLINE
NORTH 0'46'14" EAST A. DISTANCE OF 50.00 FEET TO THE SOUTHWEST
CORNER OF THE BOBBY C. AND THELMA MCLEAN PROPERTY AS RECORDED IN
OFFICIAL RECORDS BOOK 1340, PAGES 1715 AND 1716 PUBLIC RECORDS OF
COLLIER COUNTY. FLORIDA; .
'THENCE NORTH 0'03'46" WEST ALONG THE WESTERLY LINE Of THE
AFORESAID MCLEAN PROPERTY A DISTANCE OF 17.50 FEET TO THE POINT OF
. BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED;
THENCE SOUTH 89'13'46" EAST ALONG A LINE 17.50 FEET NORT/iERL Y OF
AND PAHALLEL WITH THE SOUTHERLY LINE OF THE AFORESAID MCLEAN
PROPERTY AND THE NORTHERLY LINE OF SAID RA TTLESNAI<E HAMMOCK ROAD
A DISTANCE OF 31,62 FEET;
THENCE NORTH 0'03'46" WEST A DISTANCE OF 19.58 FEET;
THENCE NORTH 89'13'46" WEST ALONG A LINE 37.0B FEET NORTHERLY OF
AND PARALLEL WITH THE AFORESAID NORTHERLY RIGHT OF WAY LINE A
DISTANCE OF 31.62 FEET TO THE WESTERLY LINE OF THE AFORESAID MCLEAN
PROPERTY;
THENCE SOUTII 0'03'46" EAST ALONG THE WESTERLY LINE OF SAID MCLEAN
PIWPERTY A DISTANCE OF 19.5B FEET TO THE POINT OF BEGINNING OF THE
PARCEL HEREIN DESCRIBED;
CONTAINING 619 SQUARE FEET OF LAND MORE OR LESS;
":','
EXHIBIT C
Page_ 2- :0(_7 -
-
I"I~
III NOLI
Ilnl - HaleR 4:
....
111111 HUNDiGE.lI<o,
Protoulonol ol1,lnoor8, pllUln...... & hind ourv..yor.
GoIU.. c.....tr- 1Iu1t. 800. uoo t....luoI r..u. 1f.11IlI Ihph.. tJ. ..100 18411087-1111
1... c.....v. lult. 101. 1010 Il....sq 110..1. 1'..1 Iq.... tJ. niDi UI IU-IlIl
c.,.u"cu~... of .Auu.orl..UUA Jroa. D 1'111" ua.. .. ..., ".XI .... 5I.-..oa
LEGAL ()ESCf~IPTION AND SKETCH SHEET 2 OF 2
DESCRIPTION: PARCEL 804
CLIENT: COLLIER COUNTY TRANSPORTATION DIVISION'
REIiIS~~-"'-BY' llE~~.M. NO. 5606
SCALE: N.LS. DA TE:-NQ.~~2illl1
DRAWN BY: JAN PROJECT NO,:-B.Jlll
ACAD NO;1.l672--S02Q FILE; NO: 8672
THIS LEGAL DESCRIPTION AND SKETCH PREP AREO BY:
~.
SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAS
COLLIER COUNTY, FLORIDA
P~O.c. :: POJNT OF. COMMENCMENT P.o.C.
P .O.B. = POINT OF BEGINNING STA. 185+02.5lJ
R.O.W. RIGHT-Of-WAY LEGAL DESCI~IPTION AND SKE1CH SHEET 1 OF -3
THIS LEGAL DESCRIPTION AND SKETCH PREPARED BY: DESCRIPTION: PARCEL 807 ------~~--_.---
CLIENT: COLLIER COUNTVrANSPORTA nON OIVlSION'-'--
Rrvrsmf.f:----
PARCEL NO. 807
PROPERTY OWNER: BOS"V C. AND lliELMA
UClUN
REFERENCE: O.R. 334. POS. 132-133
STRAP NO.: B02818021.0oo8818
, SEE SHEET 2 OF J
AlA TCHUNE
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Prol...lollo.l onllnoon. plo.nnon. & land aurvllyon
~.. Ute< 0.....\71 IlaU. loa. HOI taml"'" ~a!I, H.rthl Ho,I... .~ '.10'll"}1I7-1I11
to. C.....1r- lhatlo 10l, u" 110"01&7 .tnol. 'on 111.... n. IUOI Ifl 1"-'111
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7/27/04
__~-.!~L04
------
Y, P.S,M, NO, 5606
DA IE: ~L.Ji--2QQJ
DRAWN BY: __~ PROJECT NO,: _...B...1tfi
ACAD NO:6672-SD12 fiLE NO: B672
BY:
~
SECTION 16, TOWNSHIP 50 SOU TH, RANGE 26 EAl68
COLLIER COUN TY, FLORIDA,
PARCEL NO. 807
PROPER TY OWNER; BOBBY c. A~D THELMA
MCLEAN
REFERENCE: (),R. 334. POS. lJ2-IJJ '
STRAP NO.; /J0281QD21.000.!l818 I J I
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- RIGHT-OF-WAY
AlA TCHUNE
SEE SHEET 7 OF oJ
PERPETUAL, NON-EXCLUSIVE
DRAINAGE EASEMENT
LEGAL DESCRIr~TION AND SKETCH SHEET 2 OF 3
TI-lIS LEGAL OESCRIPTION AND SKETCH PREPARED BY: DESCRIPTION: PARcECao7'---------,..--.--'-----....---------
.i..~
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lilll . ::::.:....
Proftlulano.} enllntlDrtl, plo.nntlra, & land .urveyora
Colli.. C4~"~1 IIulla 100. ,.41 "....._1 trail. Ho.u.. H., I... h .U"IUII,n-11I1
.... C.....", bit. 101. IIIl! .....<7 1R.r..1., r.rt II;J.... h '''01 HI '"-'111
c.rtIJl..t. .r Authoria&U... No., IJI .t.. .... D .eu ..... 141 111'-1108
~~~N:COLU~ 5~UNTY TRAN~;;~:iOfr---=
_-.!J..!5/O~ BY. 6~~, HACKNEY. P:' .t,;lNO. 5606
7 L3.?l~. SCALE: ----..L..-=--8.U'. DATE: _.OCT. 6. 200~
11/12/04 DRAWN BY:___JAli PROJECT NO.:_13J15
ACAD NO:8fi72--S012A FILE NO: B6U
vJ
SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 E
COLLIER COUNTY, FLORIDA
83
1
LEGAL DESCRIPTION OF DRAINAGE EASEMENT PARCEL 807
. ALL THAT PART Of SECTION 16, TOWNSHIP 50 SOUTH. RANGE: 26 EAST,
COLLIER COUNTY, FLORIDA LYING NORTHERLY OF RATTLESNAKE HAMMOCK
ROAD (C.R. 864) (100' RIGHT OF WAY) AND BEING MORE PARTICULARLY
DESCRIBED AS fOLLOWS;
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 16;
THENCE SOUTH 89'13'46" EAST ALONG THE SOUTH LINE OF SAID SECTION ,16
AND ALONG THE SURVEY BASELINE OF RATTLESNAKE HAMMOCK ROAD (C.R.
B64 - 100' R.O.W.) A DISTANCE OF 1533.99 FEET;
THENCE LEAVING SAID SOUTHERLY LINE AND LEAVING SAID BASELINE NORTH
0'46'14" EAST A DISTANCE OF 50.00 FEET TO THE NORTHERLY RIGHT OF WAY
LINE OF SAID RATTLESNAKE HAMMOCI< ROAD;
THENCE CONTINUE NORTH 0"46'14" EAST A DISTANCE OF 17.50 FEET TO THE
POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED;
THENCE CONTINUE NORTH 0'46'14" EAST A DISTANCE OF 20.00 FEET;
THENCE SOUTH 89'13'46" EAST ALONG A LINE 37.50 FEET NORTHERLY OF AND
PARALLEL WITH SAID RIGHT OF WAY LINE A DISTANCE OF 836.47 FEET TO THE
EA~T LINE OF THE BOBBY C. AND THELMA MCLEAN PROPERTY AS RECORDED
, IN OFFICIAL RECORDS BOOK 334, PAGES 132 AND 133 PUBLIC RECORDS OF
COLLIER COUNTY FLORIDA;
THENCE SOUTH 0'06'40" EAST ALONG SAID EAST LINE A DISTANCE OF 20.00
FEET;
THENCE LEAVING SAID EASTERLY LINE ALONG A LINE 17.50 FEET NORTHERLY
OF AND PARALLEL WITH SAID RIGHT OF WAY LINE A DISTANCE OF 836.78
FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN BEING DESCRIBED;
CONTAINING 0.384 OF AN ACRE OF LAND MORE OR LESS;
EXHlsrr C
Page S -Of 7
PERPETIJAL, NON~EXClUSrvE
DRAINAGE EASEMENT
....~
1111 GNOIJ
....
I · RBER &
11111. RUNDAGE.lIlg,
Profelllonal en.lueen, plannel1l, & land lurveyon
Cow.. COllA"" hllo laa, Uta or...........1 ball. Ho""" Hopi... lL ..111II l'UjOli7-0UI
a.. c......." IltUl.o lal, Ilia ..,.417 110'001. ron w"..... lL naal 'U 117-'111
O,rlIl1..ta of blllorl..UaD Hoo. Q 115& ...4 D .." ro,,, UI oU'-lIn
LEGAL DESCRIPTION AND SI<ETCH SHEET :3 OF :3
DESCRIPTION: PARCEL807-----------'------
CLIENT: COLLIER COUNTY TR
REVISION:
THIS LEGAL DESCRIPllON AND SKETCH PREPARED BY:
1/15/04
7/27/04
11/12/04
BY;
. HACKNEY, ,M. NO. 5606
- SCALE:_~J..s.. DATE: OCT, 6~
DRAWN BY; __.J.Al::L PROJECT NO.:_..13Jl5.
ACAD NO: B672-SfJ12A FILE NO: 8672
~
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..ori....j}'
'.
.,
SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUN TY, FLORIDA
PARCEL NO. B09
PROPERTY OWNER: TREV" KAY MClEAN
REFERENCE: O.R. 2513. PO. 2542
STRAP NO.: 1502010022.00011818
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THIS LEGAL DESCRIPTION AND SKETCH PREPARED BY:
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Prof.uloD81 englu.en, planners, &: land surveyors
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LEGAL l)ESCI~IPTION AND SI<ETCH SHEET 1 OF 2
DESCRIPTION: PARCEL 809
CLIENT: COLLIER COUNTY T NSPORTATION DIVlSION-'--
REVfSfDN:---
1/15 04
------- BY:
GORGE w. HACkN Y, P.S.M, NO. 5606
SCALE;_.r:~J1Q~ . DATE: OCT, 6. 20QJ
DRAWN ~Y:__~ PROJECT NO,:_-6J15.
ACAD NO: 8672""',SQ.1~ FILE NO: 8672
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SECTION 16, TOWNSHIP 50 SOUTH, RANGE 26 EAST
COLLIER COUNTY, FLORIDA
EXHIBIT C
Page_ 7' ~o'- -7 -
LEGAL DESCRIPTION OF PARCEL 809
ALL THAT PART OF THE SOUTHWEST 1/4 OF SECTION 16, TOWNSHIP 50 SOUTH,
RANGE 26 EAST, COLLIER COUNTY, FLORIDA LYING NORTHERLY OF RATTLESNAKE
HAMMOCK ROAD (C.R. 864) (100' RIGHT OF WAY) AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTH 1/4 CORNER OF SAID SECTION 16:
THENCE NORTH 0'16'19" WEST ALONG THE EASTERLY LINE OF SAID SOUTHWEST
1/4 A DISTANCE OF 50.01 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF SAID
RATTLESNAKE HAMMOCK ROAD;
THENCE CONTINUE NORTH 0'16'19" WEST ALONG SAID EASTERLY LINE A
DISTANCE OF 17.50 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN
BEING DESCRIBED;
THENCE CONTINUING ALONG SAID EASTERLY LINE NORTH 0'16'19" WEST A .
.DISTANCE OF 20.00 FEET;
THENCE LEAVING SAID EASTERLY LINE NORTH 89'13'46" WEST ALONG A LINE
37.50 FEET NORTHERLY OF AND PARALLEL WITH SAID RIGHT OF WAY LINE A
DISTANCE OF 274.32 FEET TO THE WESTERLY LINE OF THE TREVA KAY MCLEAN
PROPERTY AS RECORDED IN OFFICIAL RECORDS BOOK 2513 PAGE 2542 PUBLIC
RECORDS OF COLLIER COUNTY FLORIDA;
THENCE LEAVING SAID LINE ALONG SAID WESTERLY LINE SOUTH 0'06'40" EAST A
DISTANCE OF 20.00 FEET;
THENCE LEAVING SAID WESTERLY LINE SOUTH 89'13'46" EAST ALONG A LINE
17.50 FEET NORTHERLY OF AND PARALLEL TO SAID RIGHT OF WAY A DISTANCE OF
274.37 FEET TO THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED;
CONTAINING 5,487 SQUARE FEET OF LAND MORE OR LESS;
PeRPETUAL, NON-EXCLUSIVE
DRAINAGE EASEMENT
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LEGAL DESCRIPTION AND Sf(ETCH SHEET 2 OF 2
DESCRIPTION: PARCEL 809 ..1
CLIENT: COLLIER COUNTY TRANSPORTATION DIVISION
~::5~ BY, ~~. P.S:~ NO. 5606
SCALE:' :.:-_-r-!'1.I,SL. DATE: -OCI:.-.6....-.2illlJ.
DRAWN BY: . ~J~N': PROJECT NO.:_-6m
ACAD NO: 8672':"'S~ ,FILE NO: B6ll i
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EXECUTIVE SUMMARY
Recommendation to approve Six (6) Adopt-A-Road Program Agreements together with
two (2) roadway recognition signs at a total cost of $150.00
OBJECTIVE: To approve for execution by the Board of County Commissioners, six (6)
Adopt-A-Road Agreements signed by the participating volunteer groups.
CONSIDERATIONS: That the volunteer groups so named be recognized as the sponsors ofthe
particular segments of roadway named in the Agreement, to perform litter removal in accordance
with instructions contained in the Agreement.
FISCAL IMPACT: The County is responsible for acquiring and erecting recognition signage at
either end ofthe roadway segment. The cost of each sign is $75.00. Staff expects to install two
(2) new signs at a total cost of$150.00. Remaining signage will come from existing inventory.
Program expenses are budgeted in the Transportation Services Fund 101.
RECOMMENDATION: That the Board of County Commissioners recognize the following
volunteer groups; Freedom Tax Service SW Florida, Landmark Naples Home Owners
Association, T.J. Turf Farm, Gulfstream Homes, Collier Cleaning Company and the Marine
Corps League of Naples as sponsors of the listed roadways and further that the Chairman be
authorized to execute each agreement on behalf of Collier County.
Prepared by: Margaret A. Ramos, Administrative Secretary, Road & Bridge Maintenance
Department
1684 -~
MEMORANDUM
Date:
March 8, 2005
To:
Margaret Ramos
Adopt - A-Road Coordinator
From:
Linda A. Houtzer, Deputy Clerk
Minutes & Records Department
Re:
(6) Adopt-A-Road Agreements:
E.T. Brisson Detachment Marine Corps League of Naples
Collier Cleaning Company
Gulfstream Homes
T.J. Turf Farm
Landmark Naples Home Owners Association
Freedom Tax Service SW Florida
Enclosed please find one (1) copy of each document as referenced above
(Agenda Item #16B4), as approved by the Board of County Commissioners
on March 8, 2005.
If you should have any questions, please call me at 774-8411
Thank you.
Enclosure
, 6 84 ~~
COLLIER COUNTY ADOPT -A-ROAD PROGRAM AGREEMENT
Terms and Conditions
THIS COLLIER COUNTY ADOPT -A-ROAD AGREEMENT entered into this-S' J day
, 200 '{"by and between Collier County (hereinafter the "COUNTY"), and the
Freedom Tax Service SW Florida (hereinafter the "GROUP"), whose
address is 12425 Collier Blvd. Suite 106, Naples, Florida 34116
WITNESSETH:
WHEREAS, the COUNTY and the GROUP recognize the need and desire for litter-free
roads, and enter this Agreement to permit the GROUP to contribute toward the effort of safely
maintaining a litter-free Collier County; and
WHEREAS, by signature below, the GROUP agrees to adopt the segment of roadway
known as Golden Gate Blvd from 8th Street NE to Everglades Blvd. (the "Adopted
Roadway"), acknowledges the hazardous nature of picking up litter, and agrees to the following
terms and conditions:
A. THE GROUP SHALL:
1. Obey and abide by all laws and regulations relating to safety on the Adopted Roadway.
2. Perform litter removal on the Adopted Roadway in accordance with the Florida
Department of Transportation's Accident Prevention Manual, Safe Field Practices, the Florida
Manual on Uniform Traffic Control Devices (MUTCD), and the Florida Department of
Transportation Design Roadway and Standard Index 601 and 602 (610 for interstate), all of
which by this reference are incorporated herein.
3. Only allow such persons to participate as are determined by the GROUP to be
responsible enough to safely participate in litter removal activities. Participants must be at least
14 years of age and the GROUP shall provide at least one adult supervisor for every 5 minors
participating in the litter removal. There shall at all times be at least one person 18 years of age
or older who is on site and responsible for supervising all litter removal activities, with no one at
the site under the age of 14 for any reason.
4. Conduct at least two safety procedure meetings per year for its participating members.
Participants must sign the hold harmless agreement provided by the COUNTY, and attend a
, 6B4~fI'.
safety meeting conducted by the GROUP before participating in a cleanup activity pursuant to
this Agreement.
5. Call the Collier County Adopt-A-Road contact and set up dates and times for their safety
meetings.
6. Remove litter during daylight hours only, in good weather conditions only.
7. Pick up litter on one side of the road at a time.
8. Not pick up litter at construction sites, in tunnels, on bridges or over-passes, and on
medians, or where otherwise hazardous to do so.
9. Park all vehicles well clear of the Adopted Roadway, at least 20 feet from the edge of the
pavement.
10. Remove litter a minimum of once monthly, and whenever the appearance of the Adopted
Roadway is objectionable.
11. Obtain required supplies and material from the COUNTY.
12 Place traffic control signs supplied by the COUNTY during trash pickup.
13. Ensure that all participants wear COUNTY supplied or approved safety vests at all times
during the litter removal activity. The local maintenance office should be contacted to obtain
safety vests, traffic control signs and litter collection bags at least five (5) days prior to litter
removal activity and return the same when activity is complete.
14. Not wear clothing that will hinder the sight of participants.
15. Coordinate pickup details with the County's project coordinator at least one week prior to
a pickup.
16. Place filled trash bags at the site for pickup and disposal by the COUNTY.
17. After each pickup, the adopting GROUP coordinator will file a report detailing the
number of people involved, number of bags of litter collected, composition and estimate of
recyclable materials, and hours spent. Pre-printed forms will be furnished by the COUNTY for
making the reports, and filed with the COUNTY project coordinator.
18. The GROUP is encouraged to separate recyclable materials. All proceeds from
redemption of recyclable materials shall become the property of the Group.
19. Unused materials and supplies furnished by the COUNTY shall be returned to the
COUNTY within two workdays following cleanup or, with COUNTY coordinator's permission,
be retained by the GROUP during the term of this Agreement.
2
1 684""-
B. THE COUNTY SHALL:
1. Provide safety vests, trash bags, pickup sticks, and traffic control signs.
2. Provide GROUP with an outline pertaining to safety regulations.
3. Remove the filled trash bags as soon as possible after the pickup.
4. Remove litter from the Adopted Roadways only under unusual circumstances, i.e., to
remove large, heavy or hazardous items.
5. Construct and place a roadside sign stating that the GROUP is responsible for keeping the
area free of litter.
C. TERM OF AGREEMENT: This is a month-to-month, at-will agreement, terminable by
either party, with or without cause, on 30 days written notice to the other party. This Agreement
creates no rights or interest. If, in the sole judgment of the County Project Coordinator, it is
found that the GROUP is not meeting the terms and conditions of this Agreement, the COUNTY
may terminate this Agreement effective immediately. The COUNTY reserves the right to
modify or cancel the program at any time. Upon the termination of this Agreement by either
party, the GROUP will immediately return all County-owned materials to the County project
coordinator.
D. HOLD HARMLESS CLAUSE: The GROUP covenants and agrees that it will indemnify
and hold harmless Collier County and its officers, agents and employees from any claim, loss,
damage, cost, charge or expense arising out of any act, action, neglect or omission by the Group
or by any person performing litter removal as part ofthe GROUP during the performance of the
Agreement, whether direct or indirect, and whether to any person or property to which Collier
County or said parties may be subject, except that neither GROUP nor any of its members shall
be liable under this provision for damages arising out of injury or damage to persons or property
directly caused or resulting from the sole negligence of Collier County, and its officers,
employees or agents.
3
1,684 -- '.'
E. NO ASSIGNMENT: This Agreement is non-transferable and non-assignable in whole or in
part without the prior written consent of Collier County.
F. MISCELLANEOUS PROVISIONS: This Agreement is the full and complete agreement
between the parties, and may not be modified except by a writing signed by both parties. Any
and all prior understandings between the parties, either oral or written, with respect to the matters
set forth above, have been incorporated and merged into this Agreement, and are otherwise of no
further force or effect. This Agreement is for litter removal activities only. No beautification
activities are authorized by this Agreement.
IN WITNESS WHEREOF, the Parties have caused this Agreement to be executed as of
the date written above.
A TIEST:
DWIGHT E. ,~~~~,:fjlerk
,'i. ,.' .... (}
BY:~ll/."ft ~.e
!~, t".','i",',': U Clerk
Attest as::.to Q\.1~:; .
s 19aat","i ~ li;- ~i , ;\$~ .
\ .~'~',~: . .;~.l ;~(~~.., >~..~
. I (~,~ . . ~. . . . . \.; r:}'"
j" ~\u.:tl~,'J~">,
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
~W.~
Fred W. Coyle, Chairman
By:
By:
Approv d s to orm and legal sufficiency:
Item # /1:, 131
Agenda 3.8'05
Date ____..
4
Date 3 Q 5
Rec'd ~~ i
LJ
1 6 B4"~
COLLIER COUNTY ADOPT -A-ROAD PROGRAM AGREEMENT
Terms and Conditions
THIS COLLIER COUNTY ADOPT-A-ROAD AGREEMENT entered into thisj Ljday
of i /, 20 ("~bY and between Collier County (hereinafter the '"COUNTY"), and the
volunteer grou , Landmark Naples Home Owners Association (hereinafter the '"GROUP"),
whose address is 1709 Cape Hatteras Drive, Naples, Florida 34110
WITNESSETH:
WHEREAS, the COUNTY and the GROUP recognize the need and desire for litter-free
roads, and enter this Agreement to permit the GROUP to contribute toward the effort of safely
maintaining a litter-free Collier County; and
WHEREAS, by signature below, the GROUP agrees to adopt the segment of roadway
known as Old US Highway 41 from Tamiami Trail to Collier Ctr. Way (the '"Adopted
Roadway"), acknowledges the hazardous nature of picking up litter, and agrees to the following
terms and conditions:
A. THE GROUP SHALL:
1. Obey and abide by all laws and regulations relating to safety on the Adopted Roadway.
2. Perform litter removal on the Adopted Roadway in accordance with the Florida
Department of Transportation's Accident Prevention Manual, Safe Field Practices, the Florida
Manual on Uniform Traffic Control Devices (MUTCD), and the Florida Department of
Transportation Design Roadway and Standard Index 601 and 602 (610 for interstate), all of
which by this reference are incorporated herein.
3. Only allow such persons to participate as are determined by the GROUP to be
responsible enough to safely participate in litter removal activities. Participants must be at least
14 years of age and the GROUP shall provide at least one adult supervisor for every 5 minors
participating in the litter removal. There shall at all times be at least one person 18 years of age
or older who is on site and responsible for supervising all litter removal activities, with no one at
the site under the age of 14 for any reason.
4. Conduct at least two safety procedure meetings per year for its participating members.
Participants must sign the hold harmless agreement provided by the COUNTY, and attend a
1684
safety meeting conducted by the GROUP before participating in a cleanup activity pursuant to
this Agreement.
5. Call the Collier County Adopt-A-Road contact and set up dates and times for their safety
meetings.
6. Remove litter during daylight hours only, in good weather conditions only.
7. Pick up litter on one side of the road at a time.
8. Not pick up litter at construction sites, in tunnels, on bridges or over-passes, and on
medians, or where otherwise hazardous to do so.
9. Park all vehicles well clear of the Adopted Roadway, at least 20 feet from the edge of the
pavement.
10. Remove litter a minimum of once monthly, and whenever the appearance of the Adopted
Roadway is objectionable.
11. Obtain required supplies and material from the COUNTY.
12 Place traffic control signs supplied by the COUNTY during trash pickup.
13. Ensure that all participants wear COUNTY supplied or approved safety vests at all times
during the litter removal activity. The local maintenance office should be contacted to obtain
safety vests, traffic control signs and litter collection bags at least five (5) days prior to litter
removal activity and return the same when activity is complete.
14. Not wear clothing that will hinder the sight of participants.
15. Coordinate pickup details with the County's project coordinator at least one week prior to
a pickup.
16. Place filled trash bags at the site for pickup and disposal by the COUNTY.
17. After each pickup, the adopting GROUP coordinator will file a report detailing the
number of people involved, number of bags of litter collected, composition and estimate of
recyclable materials, and hours spent. Pre-printed forms will be furnished by the COUNTY for
making the reports, and filed with the COUNTY project coordinator.
18. The GROUP is encouraged to separate recyclable materials. All proceeds from
redemption of recyclable materials shall become the property of the Group.
19. Unused materials and supplies furnished by the COUNTY shall be returned to the
COUNTY within two workdays following cleanup or, with COUNTY coordinator's permission,
be retained by the GROUP during the term of this Agreement.
2
6 84-'
1_
,2'
B. THE COUNTY SHALL:
1. Provide safety vests, trash bags, pickup sticks, and traffic control signs.
2. Provide GROUP with an outline pertaining to safety regulations.
3. Remove the filled trash bags as soon as possible after the pickup.
4. Remove litter from the Adopted Roadways only under unusual circumstances, i.e., to
remove large, heavy or hazardous items.
5. Construct and place a roadside sign stating that the GROUP is responsible for keeping the
area free of litter.
C. TERM OF AGREEMENT: This is a month-to-month, at-will agreement, terminable by
either party, with or without cause, on 30 days written notice to the other party. This Agreement
creates no rights or interest. If, in the sole judgment of the County Project Coordinator, it is
found that the GROUP is not meeting the terms and conditions of this Agreement, the COUNTY
may terminate this Agreement effective immediately. The COUNTY reserves the right to
modify or cancel the program at any time. Upon the termination of this Agreement by either
party, the GROUP will immediately return all County-owned materials to the County project
coordinator.
D. HOLD HARMLESS CLAUSE: The GROUP covenants and agrees that it will indemnify
and hold harmless Collier County and its officers, agents and employees from any claim, loss,
damage, cost, charge or expense arising out of any act, action, neglect or omission by the Group
or by any person performing litter removal as part of the GROUP during the performance of the
Agreement, whether direct or indirect, and whether to any person or property to which Collier
County or said parties may be subject, except that neither GROUP nor any of its members shall
be liable under this provision for damages arising out of injury or damage to persons or property
directly caused or resulting from the sole negligence of Collier County, and its officers,
employees or agents.
3
, 6B4'~ i
"
E. NO ASSIGNMENT: This Agreement is non-transferable and non-assignable in whole or in
part without the prior written consent of Collier County.
F. MISCELLANEOUS PROVISIONS: This Agreement is the full and complete agreement
between the parties, and may not be modified except by a writing signed by both parties. Any
and all prior understandings between the parties, either oral or written, with respect to the matters
set forth above, have been incorporated and merged into this Agreement, and are otherwise of no
further force or effect. This Agreement is for litter removal activities only. No beautification
activities are authorized by this Agreement.
IN WITNESS WHEREOF, the Parties have caused this Agreement to be executed as of
the date written above.
ATTEST:
DWIGHT E. BROCK, Clerk
By:~#Jj'lt~;C1lp;6(1 ^~
At+-t '.. . ':'. ,-,,~j;)eJ;.tijy erk
~ ~t~'~1~"~F;
s 1 gAatu~ :_~f\ ty. _'; ~ ",
. d.. .' ."
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
By: Fr~I~~W~
'::r:\'~.1' -
GROUP: Landmark Naples Home Owners
Association
(. 'I. j /J ~-"l / '
,...> /...' " t. ,'/ -,""-"",,
By:( t'oA/)t~ I lA/J'l--r~/Lk
Name(print): i/A,{./~.::- /1(.' /A/I'IK"1
Title (print): (' (" tJ.{"l,..i Ill-t.-(_
Phone # (day): ;)39. Sd,1.:, -- /9103
Phone # (night): ; A m ~
(.
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r~ , Gt: ~.\.
4
Item # I b /5 '-/
Agenda !J. a ,Ot:..
Dale ~ (.2 -' I
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Rec d -"--'- 1
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, 6 B 4. ....'11
COLLIER COUNTY ADOPT-A-ROAD PROGRAM AGREEMENT
Terms and Conditions
THIS COLLIER COUNTY ADOPT -A-ROAD AGREEMENT entered into thisl pH day
Ofh:~t..c'\ct--' 2~~ by and between Collier County (hereinafter the "COUNTY"), and the
volunteer group, T. J. Turf Farm (hereinafter the "GROUP"), whose address is 265 Nursery
Lane Naples, Florida 34119.
WITNESSETH:
WHEREAS, the COUNTY and the GROUP recognize the need and desire for litter-free
roads, and enter this Agreement to permit the GROUP to contribute toward the effort of safely
maintaining a litter-free Collier County; and
WHEREAS, by signature below, the GROUP agrees to adopt the segment of roadway
known as Immokalee Road from Olde Cypress Blvd. to Ibis Cove (the "Adopted
Roadway"), acknowledges the hazardous nature of picking up litter, and agrees to the following
terms and conditions:
A. THE GROUP SHALL:
1. Obey and abide by all laws and regulations relating to safety on the Adopted Roadway.
2. Perform litter removal on the Adopted Roadway in accordance with the Florida
Department of Transportation's Accident Prevention Manual, Safe Field Practices, the Florida
Manual on Uniform Traffic Control Devices (MUTCD), and the Florida Department of
Transportation Design Roadway and Standard Index 601 and 602 (610 for interstate), all of
which by this reference are incorporated herein.
3. Only allow such persons to participate as are determined by the GROUP to be
responsible enough to safely participate in litter removal activities. Participants must be at least
14 years of age and the GROUP shall provide at least one adult supervisor for every 5 minors
participating in the litter removal. There shall at all times be at least one person 18 years of age
or older who is on site and responsible for supervising all litter removal activities, with no one at
the site under the age of 14 for any reason.
4. Conduct at least two safety procedure meetings per year for its participating members.
Participants must sign the hold harmless agreement provided by the COUNTY, and attend a
1 6 B 4 ...
safety meeting conducted by the GROUP before participating in a cleanup activity pursuant to
this Agreement.
5. Call the Collier County Adopt-A-Road contact and set up dates and times for their safety
meetings.
6. Remove litter during daylight hours only, in good weather conditions only.
7. Pick up litter on one side of the road at a time.
8. Not pick up litter at construction sites, in tunnels, on bridges or over-passes, and on
medians, or where otherwise hazardous to do so.
9. Park all vehicles well clear of the Adopted Roadway, at least 20 feet from the edge of the
pavement.
10. Remove litter a minimum of once monthly, and whenever the appearance of the Adopted
Roadway is objectionable.
11. Obtain required supplies and material from the COUNTY.
12 Place traffic control signs supplied by the COUNTY during trash pickup.
13. Ensure that all participants wear COUNTY supplied or approved safety vests at all times
during the litter removal activity. The local maintenance office should be contacted to obtain
safety vests, traffic control signs and litter collection bags at least five (5) days prior to litter
removal activity and return the same when activity is complete.
14. Not wear clothing that will hinder the sight of participants.
15. Coordinate pickup details with the County's project coordinator at least one week prior to
a pickup.
16. Place filled trash bags at the site for pickup and disposal by the COUNTY.
17. After each pickup, the adopting GROUP coordinator will file a report detailing the
number of people involved, number of bags of litter collected, composition and estimate of
recyclable materials, and hours spent. Pre-printed forms will be furnished by the COUNTY for
making the reports, and filed with the COUNTY project coordinator.
18. The GROUP is encouraged to separate recyclable materials. All proceeds from
redemption of recyclable materials shall become the property of the Group.
19. Unused materials and supplies furnished by the COUNTY shall be returned to theeCOUNTY within two workdays following cleanup or, with COUNTY coordinator's permission,
be retained by the GROUP during the term of this Agreement.
2
1684 "'.
B. THE COUNTY SHALL:
1. Provide safety vests, trash bags, pickup sticks, and traffic control signs.
2. Provide GROUP with an outline pertaining to safety regulations.
3. Remove the filled trash bags as soon as possible after the pickup.
4. Remove litter from the Adopted Roadways only under unusual circumstances, i.e., to
remove large, heavy or hazardous items.
5. Construct and place a roadside sign stating that the GROUP is responsible for keeping the
area free of litter.
C. TERM OF AGREEMENT: This is a month-to-month, at-will agreement, terminable by
either party, with or without cause, on 30 days written notice to the other party. This Agreement
creates no rights or interest. If, in the sole judgment of the County Project Coordinator, it is
found that the GROUP is not meeting the terms and conditions of this Agreement, the COUNTY
may terminate this Agreement effective immediately. The COUNTY reserves the right to
modify or cancel the program at any time. Upon the termination of this Agreement by either
party, the GROUP will immediately return all County-owned materials to the County project
coordinator.
D. HOLD HARMLESS CLAUSE: The GROUP covenants and agrees that it will indemnify
and hold harmless Collier County and its officers, agents and employees from any claim, loss,
damage, cost, charge or expense arising out of any act, action, neglect or omission by the Group
or by any person performing litter removal as part of the GROUP during the performance of the
Agreement, whether direct or indirect, and whether to any person or property to which Collier
County or said parties may be subject, except that neither GROUP nor any of its members shall
be liable under this provision for damages arising out of injury or damage to persons or property
directly caused or resulting from the sole negligence of Collier County, and its officers,
employees or agents.
3
1684"".
E. NO ASSIGNMENT: This Agreement is non-transferable and non-assignable in whole or in
part without the prior written consent of Collier County.
F. MISCELLANEOUS PROVISIONS: This Agreement is the full and complete agreement
between the parties, and may not be modified except by a writing signed by both parties. Any
and all prior understandings between the parties, either oral or written, with respect to the matters
set forth above, have been incorporated and merged into this Agreement, and are otherwise of no
further force or effect. This Agreement is for litter removal activities only. No beautification
activities are authorized by this Agreement.
IN WITNESS WHEREOF, the Parties have caused this Agreement to be executed as of
the date written above.
ATTEST:
DWIGHT E.BR(jC~/Clerk
BY:~d'.~ 'k/)G,
: "_,: er
Attflt IC;'~'Chlj~,,:~:f
S 19"atwr~":bitlv . ..... ,,.;:..'
"/Ijl ~ -, ..." .;' -."tf'J""
-, . CU ~l.ll.
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
By: FJ::tle~~~
By:
Name(print): · D .
Title (print):
Phone # (day~EDMAN
Phone # (night):
O\oC) -3CSC).,. - Sq<;5 <6
Item # I b f.:> ~
~~~;da 3 ~
Date 3 5 ,I::.
Rec'd . 'O..:J
~/k7J ~ Lx-
D puty Clerk
4
1684-.
COLLIER COUNTY ADOPT -A-ROAD PROGRAM AGREEMENT
Terms and Conditions
THIS COLLIER COUNTY ADOPT-A-ROAD AGREEMENT entered into this It day
of ~~y , 200q by and between Collier County (hereinafter the "COUNTY"), and the
volunteer group, Gulfstream Homes (hereinafter the "GROUP"), whose address is 14135
Collier Blvd Naples, Florida 34119.
WITNESSETH:
WHEREAS, the COUNTY and the GROUP recognize the need and desire for litter-free
roads, and enter this Agreement to permit the GROUP to contribute toward the effort of safely
maintaining a litter-free Collier County; and
WHEREAS, by signature below, the GROUP agrees to adopt the segment of roadway
known as Collier Blvd from Pine Ridge Road to Vanderbilt Beach Road (the "Adopted
Roadway"), acknowledges the hazardous nature of picking up litter, and agrees to the following
terms and conditions:
A. THE GROUP SHALL:
1. Obey and abide by all laws and regulations relating to safety on the Adopted Roadway.
2. Perform litter removal on the Adopted Roadway in accordance with the Florida
Department of Transportation's Accident Prevention Manual, Safe Field Practices, the Florida
Manual on Uniform Traffic Control Devices (MUTCD), and the Florida Department of
Transportation Design Roadway and Standard Index 601 and 602 (610 for interstate), all of
which by this reference are incorporated herein.
3. Only allow such persons to participate as are determined by the GROUP to be
responsible enough to safely participate in litter removal activities. Participants must be at least
14 years of age and the GROUP shall provide at least one adult supervisor for every 5 minors
participating in the litter removal. There shall at all times be at least one person 18 years of age
or older who is on site and responsible for supervising all litter removal activities, with no one at
the site under the age of 14 for any reason.
4. Conduct at least two safety procedure meetings per year for its participating members.
Participants must sign the hold harmless agreement provided by the COUNTY, and attend a
, 684
safety meeting conducted by the GROUP before participating in a cleanup activity pursuant to
this Agreement.
5. Call the Collier County Adopt-A-Road contact and set up dates and times for their safety
meetings.
6. Remove litter during daylight hours only, in good weather conditions only.
7. Pick up litter on one side of the road at a time.
8. Not pick up litter at construction sites, in tunnels, on bridges or over-passes, and on
medians, or where otherwise hazardous to do so.
9. Park all vehicles well clear of the Adopted Roadway, at least 20 feet from the edge of the
pavement.
10. Remove litter a minimum of once monthly, and whenever the appearance of the Adopted
Roadway is objectionable.
11. Obtain required supplies and material from the COUNTY.
12 Place traffic control signs supplied by the COUNTY during trash pickup.
13. Ensure that all participants wear COUNTY supplied or approved safety vests at all times
during the litter removal activity. The local maintenance office should be contacted to obtain
safety vests, traffic control signs and litter collection bags at least five (5) days prior to litter
removal activity and return the same when activity is complete.
14. Not wear clothing that will hinder the sight of participants.
15. Coordinate pickup details with the County's project coordinator at least one week prior to
a pickup.
16. Place filled trash bags at the site for pickup and disposal by the COUNTY.
17. After each pickup, the adopting GROUP coordinator will file a report detailing the
number of people involved, number of bags of litter collected, composition and estimate of
recyclable materials, and hours spent. Pre-printed forms will be furnished by the COUNTY for
making the reports, and filed with the COUNTY project coordinator.
18. The GROUP is encouraged to separate recyclable materials. All proceeds from
redemption of recyclable materials shall become the property of the Group.
19. Unused materials and supplies furnished by the COUNTY shall be returned to the
COUNTY within two workdays following cleanup or, with COUNTY coordinator's permission,
be retained by the GROUP during the term of this Agreement.
2
1 6 B 4 l'
B. THE COUNTY SHALL:
1. Provide safety vests, trash bags, pickup sticks, and traffic control signs.
2. Provide GROUP with an outline pertaining to safety regulations.
3. Remove the filled trash bags as soon as possible after the pickup.
4. Remove litter from the Adopted Roadways only under unusual circumstances, i.e., to
remove large, heavy or hazardous items.
5. Construct and place a roadside sign stating that the GROUP is responsible for keeping the
area free oflitter.
C. TERM OF AGREEMENT: This is a month-to-month, at-will agreement, terminable by
either party, with or without cause, on 30 days written notice to the other party. This Agreement
creates no rights or interest. If, in the sole judgment of the County Project Coordinator, it is
found that the GROUP is not meeting the terms and conditions of this Agreement, the COUNTY
may terminate this Agreement effective immediately. The COUNTY reserves the right to
modify or cancel the program at any time. Upon the termination of this Agreement by either
party, the GROUP will immediately return all County-owned materials to the County project
coordinator.
D. HOLD HARMLESS CLAUSE: The GROUP covenants and agrees that it will indemnify
and hold harmless Collier County and its officers, agents and employees from any claim, loss,
damage, cost, charge or expense arising out of any act, action, neglect or omission by the Group
or by any person performing litter removal as part of the GROUP during the performance of the
Agreement, whether direct or indirect, and whether to any person or property to which Collier
County or said parties may be subject, except that neither GROUP nor any of its members shall
be liable under this provision for damages arising out of injury or damage to persons or property
directly caused or resulting from the sole negligence of Collier County, and its officers,
employees or agents.
3
1 ~B4-.
E. NO ASSIGNMENT: This Agreement is non-transferable and non-assignable in whole or in
part without the prior written consent of Collier County.
F. MISCELLANEOUS PROVISIONS: This Agreement is the full and complete agreement
between the parties, and may not be modified except by a writing signed by both parties. Any
and all prior understandings between the parties, either oral or written, with respect to the matters
set forth above, have been incorporated and merged into this Agreement, and are otherwise of no
further force or effect. This Agreement is for litter removal activities only. No beautification
activities are authorized by this Agreement.
IN WITNESS WHEREOF, the Parties have caused this Agreement to be executed as of
the date written above.
(""'\"'...... '
ATTEST:~;'::" \:..,..I;f).." ..
"i'" ....... 1Io.. ~:i\:".'
DWIGHT .E,.'Baoc~~,cI.~
.' ,,';! !,~~ ". \~~
By:
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
'1uJ-W. ~
Fred W. Coyle, Chairman
By:
''1,).. ~
. ' "JJA\i, .' .,,,~ t.'"
Attest a~;;~ ~.~l\ 's
si gt;ature only.
form and legal sufficiency:
Item # /10 8t-L
Agenda ~. 'B .O~
Date
Date 3.8 .05
Rec'd
4
1 6 B 4 "~ -
COLLIER COUNTY ADOPT -A-ROAD PROGRAM AGREEMENT
Terms and Conditions
of ~~~~OL~~::)~~Y:::e::~~:;:Oc::G::::~ ~:~~~~:T~';'/ ~d::
volunteer gro , Collier Cleaning Company (hereinafter the "GROUP"), whose address is 6
Dolphin Circle, Naples, Florida 34113
WITNESSETH:
WHEREAS, the COUNTY and the GROUP recognize the need and desire for litter-free
roads, and enter this Agreement to permit the GROUP to contribute toward the effort of safely
maintaining a litter-free Collier County; and
WHEREAS, by signature below, the GROUP agrees to adopt the segment of roadway
known as Capri Blvd. from to Janes Scenic Drive (end of pavement) (the "Adopted
Roadway"), acknowledges the hazardous nature of picking up litter, and agrees to the following
terms and conditions:
A. THE GROUP SHALL:
1. Obey and abide by all laws and regulations relating to safety on the Adopted Roadway.
2. Perform litter removal on the Adopted Roadway in accordance with the Florida
Department of Transportation's Accident Prevention Manual, Safe Field Practices, the Florida
Manual on Uniform Traffic Control Devices (MUTCD), and the Florida Department of
Transportation Design Roadway and Standard Index 601 and 602 (610 for interstate), all of
which by this reference are incorporated herein.
3. Only allow such persons to participate as are determined by the GROUP to be
responsible enough to safely participate in litter removal activities. Participants must be at least
14 years of age and the GROUP shall provide at least one adult supervisor for every 5 minors
participating in the litter removal. There shall at all times be at least one person 18 years of age
or older who is on site and responsible for supervising all litter removal activities, with no one at
the site under the age of 14 for any reason.
4. Conduct at least two safety procedure meetings per year for its participating members.
Participants must sign the hold harmless agreement provided by the COUNTY, and attend a
16B41'~
safety meeting conducted by the GROUP before participating in a cleanup activity pursuant to
this Agreement.
5. Call the Collier County Adopt-A-Road contact and set up dates and times for their safety
meetings.
6. Remove litter during daylight hours only, in good weather conditions only.
7. Pick up litter on one side of the road at a time.
8. Not pick up litter at construction sites, in tunnels, on bridges or over-passes, and on
medians, or where otherwise hazardous to do so.
9. Park all vehicles well clear of the Adopted Roadway, at least 20 feet from the edge of the
pavement.
10. Remove litter a minimum of once monthly, and whenever the appearance of the Adopted
Roadway is objectionable.
11. Obtain required supplies and material from the COUNTY.
12 Place traffic control signs supplied by the COUNTY during trash pickup.
13. Ensure that all participants wear COUNTY supplied or approved safety vests at all times
during the litter removal activity. The local maintenance office should be contacted to obtain
safety vests, traffic control signs and litter collection bags at least five (5) days prior to litter
removal activity and return the same when activity is complete.
14. Not wear clothing that will hinder the sight of participants.
15. Coordinate pickup details with the County's project coordinator at least one week prior to
a pickup.
16. Place filled trash bags at the site for pickup and disposal by the COUNTY.
17. After each pickup, the adopting GROUP coordinator will file a report detailing the
number of people involved, number of bags of litter collected, composition and estimate of
recyclable materials, and hours spent. Pre-printed forms will be furnished by the COUNTY for
making the reports, and filed with the COUNTY project coordinator.
18. The GROUP is encouraged to separate recyclable materials. All proceeds from
redemption of recyclable materials shall become the property of the Group.
19. Unused materials and supplies furnished by the COUNTY shall be returned to the
COUNTY within two workdays following cleanup or, with COUNTY coordinator's permission,
be retained by the GROUP during the term of this Agreement.
2
1684 ....
B. THE COUNTY SHALL:
1. Provide safety vests, trash bags, pickup sticks, and traffic control signs.
2. Provide GROUP with an outline pertaining to safety regulations.
3. Remove the filled trash bags as soon as possible after the pickup.
4. Remove litter from the Adopted Roadways only under unusual circumstances, Le., to
remove large, heavy or hazardous items.
5. Construct and place a roadside sign stating that the GROUP is responsible for keeping the
area free of litter.
C. TERM OF AGREEMENT: This is a month-to-month, at-will agreement, terminable by
either party, with or without cause, on 30 days written notice to the other party. This Agreement
creates no rights or interest. If, in the sole judgment of the County Project Coordinator, it is
found that the GROUP is not meeting the terms and conditions of this Agreement, the COUNTY
may terminate this Agreement effective immediately. The COUNTY reserves the right to
modify or cancel the program at any time. Upon the termination of this Agreement by either
party, the GROUP will immediately return all County-owned materials to the County project
coordinator.
D. HOLD HARMLESS CLAUSE: The GROUP covenants and agrees that it will indemnify
and hold harmless Collier County and its officers, agents and employees from any claim, loss,
damage, cost, charge or expense arising out of any act, action, neglect or omission by the Group
or by any person performing litter removal as part of the GROUP during the performance of the
Agreement, whether direct or indirect, and whether to any person or property to which Collier
County or said parties may be subject, except that neither GROUP nor any of its members shall
be liable under this provision for damages arising out of injury or damage to persons or property
directly caused or resulting from the sole negligence of Collier County, and its officers,
employees or agents.
3
, ~ B4 ~t
E. NO ASSIGNMENT: This Agreement is non-transferable and non-assignable in whole or in
part without the prior written consent of Collier County.
F. MISCELLANEOUS PROVISIONS: This Agreement is the full and complete agreement
between the parties, and may not be modified except by a writing signed by both parties. Any
and all prior understandings between the parties, either oral or written, with respect to the matters
set forth above, have been incorporated and merged into this Agreement, and are otherwise of no
further force or effect. This Agreement is for litter removal activities only. No beautification
activities are authorized by this Agreement.
IN WITNESS WHEREOF, the Parties have caused this Agreement to be executed as of
the date written above.
.0:"
ATTEST: '- ..... "~ (,'-
DWIGH~E.~:R<?9&l:~:
By: cJ!fn~a.~. D6
. " .. "~l',) I.!u,t'Y lerk
~f .'.' ~ " ' .' {I-~~'
Attest IS' "';...1N1n · S
s 1 grll1b;r~ on lJ.,
to form and legal sufficiency:
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
By:
Item # I~ A1
Agenda ~.~ ,05
Date U
4
M_~'_____'~~_~"'."__"_~""_~"."~''''''''_._''~'___
, ~R4
""! 't
COLLIER COUNTY ADOPT -A-ROAD PROGRAM AGREEMENT
Terms and Conditions
THIS COLLIER COUNTY ADOPT-A-ROAD AGREEMENT entered into this 'J....<<:1ctay
of p~~ ' 200( by and between Collier County (hereinafter the "COUNTY"), and the
volunteer group, E. T. Brisson Detachment Marine Corps League of Naples
(hereinafter the "GROUP"), whose address is 760 Pine Vale Drive, Naples, Florida 34104
WITNESSETH:
WHEREAS, the COUNTY and the GROUP recognize the need and desire for litter-free
roads, and enter this Agreement to permit the GROUP to contribute toward the effort of safely
maintaining a litter-free Collier County; and
WHEREAS, by signature below, the GROUP agrees to adopt the segment of roadway
known as Bayshore Drive from US 41 to Thomasson Drive (the "Adopted Roadway"),
acknowledges the hazardous nature of picking up litter, and agrees to the following terms and
conditions:
A. THE GROUP SHALL:
1. Obey and abide by all laws and regulations relating to safety on the Adopted Roadway.
2. Perform litter removal on the Adopted Roadway in accordance with the Florida
Department of Transportation's Accident Prevention Manual, Safe Field Practices, the Florida
Manual on Uniform Traffic Control Devices (MUTCD), and the Florida Department of
Transportation Design Roadway and Standard Index 601 and 602 (610 for interstate), all of
which by this reference are incorporated herein.
3. Only allow such persons to participate as are determined by the GROUP to be
responsible enough to safely participate in litter removal activities. Participants must be at least
14 years of age and the GROUP shall provide at least one adult supervisor for every 5 minors -
participating in the litter removal. There shall at all times be at least one person 18 years of age
or older who is on site and responsible for supervising all litter removal activities, with no one at
the site under the age of 14 for any reason.
4. Conduct at least two safety procedure meetings per year for its participating members.
Participants must sign the hold harmless agreement provided by the COUNTY, and attend a
--------~-~"--_.~~
16 B4 ...,,.
safety meeting conducted by the GROUP before participating in a cleanup activity pursuant to
this Agreement.
5. Call the Collier County Adopt-A-Road contact and set up dates and times for their safety
meetings.
6. Remove litter during daylight hours only, in good weather conditions only.
7. Pick up litter on one side of the road at a time.
8. Not pick up litter at construction sites, in tunnels, on bridges or over-passes, and on
medians, or where otherwise hazardous to do so.
9. Park all vehicles well clear of the Adopted Roadway, at least 20 feet from the edge of the
pavement.
10. Remove litter a minimum of once monthly, and whenever the appearance of the Adopted
Roadway is objectionable.
11. Obtain required supplies and material from the COUNTY.
12 Place traffic control signs supplied by the COUNTY during trash pickup.
13. Ensure that all participants wear COUNTY supplied or approved safety vests at all times
during the litter removal activity. The local maintenance office should be contacted to obtain
safety vests, traffic control signs and litter collection bags at least five (5) days prior to litter
removal activity and return the same when activity is complete.
14. Not wear clothing that will hinder the sight of participants.
15. Coordinate pickup details with the County's project coordinator at least one week prior to
a pickup.
16. Place filled trash bags at the site for pickup and disposal by the COUNTY.
17. After each pickup, the adopting GROUP coordinator will file a report detailing the
number of people involved, number of bags of litter collected, composition and estimate of
recyclable materials, and hours spent. Pre-printed forms will be furnished by the COUNTY for
making the reports, and filed with the COUNTY project coordinator.
18. The GROUP is encouraged to separate recyclable materials. All proceeds from
redemption of recyclable materials shall become the property of the Group.
19. Unused materials and supplies furnished by the COUNTY shall be returned to the
COUNTY within two workdays following cleanup or, with COUNTY coordinator's permission,
be retained by the GROUP during the term of this Agreement.
2
16 B4~''''
B. THE COUNTY SHALL:
1. Provide safety vests, trash bags, pickup sticks, and traffic control signs.
2. Provide GROUP with an outline pertaining to safety regulations.
3. Remove the filled trash bags as soon as possible after the pickup.
4. Remove litter from the Adopted Roadways only under unusual circumstances, i.e., to
remove large, heavy or hazardous items.
5. Construct and place a roadside sign stating that the GROUP is responsible for keeping the
area free oflitter.
C. TERM OF AGREEMENT: This is a month-to-month, at-will agreement, terminable by
either party, with or without cause, on 30 days written notice to the other party. This Agreement
creates no rights or interest. If, in the sole judgment of the County Project Coordinator, it is
found that the GROUP is not meeting the terms and conditions ofthis Agreement, the COUNTY
may terminate this Agreement effective immediately. The COUNTY reserves the right to
modify or cancel the program at any time. Upon the termination of this Agreement by either
party, the GROUP will immediately return all County-owned materials to the County project
coordinator.
D. HOLD HARMLESS CLAUSE: The GROUP covenants and agrees that it will indemnify
and hold hannless Collier County and its officers, agents and employees from any claim, loss,
damage, cost, charge or expense arising out of any act, action, neglect or omission by the Group
or by any person performing litter removal as part of the GROUP during the performance of the
Agreement, whether direct or indirect, and whether to any person or property to which Collier
County or said parties may be subject, except that neither GROUP nor any of its members shall
be liable under this provision for damages arising out of injury or damage to persons or property
directly caused or resulting from the sole negligence of Collier County, and its officers,
employees or agents.
3
E. NO ASSIGNMENT: This Agreement is non-transfer.ble and non-assign.bI in6.a hm."
part without the prior written consent of Collier County,
F. MISCELLANEOUS PROVISIONS: This Agreement is the full and complete agreement
between the parties, and may not be modified except by a writing signed by both parties, Any
and all prior understandings between the parties, either oral or written, with respect to the matters
set forth above, have been incorporated and merged into this Agreement, and are otherwise of no
further force or effect. This Agreement is for litter removal activities only. No beautification
activities are authorized by this Agreement.
IN WITNESS WHEREOF, the Parties have caused this Agreement to be executed as of
the date written above,
ATTEST: .. ..t 1ff.
DWIGHT .~~l\RU~~I.'~J,e~k
/jt.a;." " "',
By: ... 'dA rO.'. .< ... hi;,
'.:, "~
>' ."\. .::-/'t"'"
Attest 1.5 to Cba 1"- ' S//
s 1 g"atwre ofi'J,JI{ ~.:, :.,c;.,)>"
, tlf.1 ~ \. ~",i
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA
By: F~l~~tt-
GROUP: E.T. Brisson Detachment Marine Corps
League of Naples
BY:&?~
e(print): 6'.~ r1l,wA-4J~~
Title (print): t'r1MjlLKi)/t'"1Vr
Phone # (day): ~ift--1P'-l(J
Phone # (night): ;.t(t~7,,,K
to form and legal sufficiency:
Item # ~
Agenda 3 Q
Date _'n05
Date 3 a
Rec'd '0'05
Klatzkow
ounty Attorney
4
16B5
.f
..,
MEMORANDUM
Date:
April 13, 2005
To:
Brenda Brilhart
Purchasing Department
From:
Ann Jennejohn, Deputy Clerk
Minutes & Records Department
Re:
Agenda Item #16B5 BCC March 8, 2005
Contract # 05-3689: Ground Zero Landscaping
"Bayshore Beautification MSTU
Roadway Grounds Maintenance"
Enclosed please find three (3) original contracts, as referenced above,
(Agenda Item #16B5), approved by the Board of County Commissioners
on Tuesday, March 8, 2005.
We have kept a copy for the official public record and have also provided
the Finance Department with a copy.
If you should have any questions, please contact me at 774-8406.
Thank you.
Enclosures (3)
ITEM NO.:
, "c lht 16 B 5
, .' \- . 'I ' '
DATE REe1EJ~~fpJ\ORNt>
. ':" 'J'~
')\\ SLfI 'lj' ..JV
1~b 'MAR .J IJ ~ '
.~ ".
FILE NO.:
ROUTED TO: 05... PRe, CO 197
DO NOT WRITE ABOVE THIS LINE
REQUEST FOR LEGAL SERVICES
Date: March 23,2005
To:S€etl'fcadl q~~
. Assistant County Attorney U' t
From: ~ }renda Brilhart
~urchaSing Agent
774-8446
Re: Contract #05-3689 "Bayshore Beautification MSTU Roadway Grounds
Maintenance"
Contractor: Ground Zero Landscaping
BACKGROUND OF REQUEST:
This contract was approved by the BCC on March 8, 2005
Agenda Item: 16.B.5
This item has not been previously submitted,
ACTION REQUESTED:
Contract review and approval.
OTHER COMMENTS:
Please forward to BCC for signature after approval. If there are any questions
concerning the document, please contact me. Purchasing would appreciate
notification when the documents exit your office. Thank you.
ol'f,ILj ~rr. 6f-f~:eI"5' e,Y~iO,
I+e. ," S () fl, ('4 (5 -f f-, e-'.e {"' 0 ( . ~ r p .
tI e. ; 5 ~ss ; i'V+Q. (( I C/( Cl-l'ut ~ 7
i1.--0 ~fJ!o-Lfee s...
;lib uJ~k ers elMl\p,
~ ~{(I b-e...,
c... c- ~
Cf - / / -0 q
16B5
.'~
;f
..~
Memorandum
DATE:
March 23, 2005
(
-1/ ,
D~) /
~/8~
TO:
Sheree Mediavilla, Senior Analyst
Risk Management Department
FROM: (~) Brenda Brilhart
\,j/ Purchasing Agent
RE:
Review of Insurance for:
Contract # 05-3689 "Bayshore Beautification MSTU Roadway Grounds
Maintenance"
Contractor: Ground Zero Landscaping
Agenda Item 16.B.5
This Contract was approved by the BCC on March
Please review the Insurance Certificate in this Agreement for the referenced Contract. If
everything is acceptable, please forward to the County Attorney for further review and
approval. I would appreciate it if you would advise me when it has been forwarded.
If you have any questions, please contact me at ext. 8446.
CC: Daryl Richard
d/~5/() 5
/~ ~ II 0 0'0 , 0 c 0
.f3~. I"\~ A~
1685
Brenda:
Contract #05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance - Ground
Zero Landscaping - was delivered to Risk Management on March 23, 2005. The certificate of
insurance lacked auto and work comp/employer's liability insurance. We have received the auto
coverage. Aaron Gross (owner of the company) telephoned me today and stated he will be
supplying the work comp coverage on Monday, April 11 ,2005. Once this is received, I will
forward to the County Attorney's Office.
Sheree Mediavilla
"'t
......
COLLIER COUNTY
RISK MANAGEMENT DEPARTMENT
1685
-,'f
~
1>
Building D - 3301 East Tamiami Trail-Naples, Florida 34112 - (239) 774-8461 - Fax (239) 774-8048
April 1, 2005
Mr. Aaron Gross, President
Ground Zero Landscaping Services, Inc.
1907 Fairfax Circle
Naples, Florida 34109
RE: Contract #05-3689
Bayshore Beautification MSTU Roadway Grounds Maintenance
Dear Mr. Gross:
The terms of Contract 05-3689 require the following Workers' Compensation
limits:
. ..Insurance covering all employees meeting Statutory Limits in compliance
with the applicable state and federal laws. The coverage must include Employers'
Liability with a minimum limit of $1 ,000,000 for each accident....
Although you have provided an exemption, it only applies to you, the corporate
officer named on the certificate. It does not apply to any other employee of
Ground Zero Landscaping Services.
Please re-submit your insurance certificate with the required Workers'
Compensation limits.
Sincerely,
S(~ ~d,~/,.tM-
Sheree Mediavilla
Risk Manager
cc: Jeff Walker, Risk Management Director
Robert Zachary, Assistant County Attorney
Brenda Brilhart, Purchasing Agent
c
(~ "
c
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16B5
Log for
R I S K 2397748048 -- 4/1/2005 5:51PM
Last Transaction
Date Time T~pe Identification
04101 05:50p Fax Sent 95977365
Duration Pages Result
0:59 3 OK
RE-ISS'UANCE
16 aS7-20oh
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TOM GALLAGHER
CHIEF FINANCIAL OFFICER
STATE OF FLORIDA
DEP ARTMENT OF FINANCIAL SERVIC S
DIVISION OF WORKERS' COMPENS
* * RE-ISSUANCE OF CONSTRUCTION INDUSTRY C C TE OF EXEMPTION * *
This certificate exempts the Officer of the Corporation.~ t ber of the Limited Liability Compa",
listed below from the provision of Florida Workers' ,e tion Law for the period indicated below.
EFFECTIVE DATE: 01/27/2004 A .IRATION DATE: 08/10/2005
CORPORA TE OFFICERI
LLC MEMBER NAME:
FEIN:
BUSINESS NAME AND
ADDRESS:
GROS S ,.-
5936393J- V
ZERO LANDSCAPE SERVICE INC
FAIRFAX CIRCLE
APLES
yo--
AARON
S
FL
34109
SCOPE OF BUSI
IMPORTANT: Pursuant to Chapter 440.05(14), F.S. I an officer of a corporation who elects
exemption from this chapter by filing"..a certificate of election under this section may not recover
benefits or compensation under this chapter .
QUESTIONS? (850) 488-23:
Dwe - 253 RE -ISSUANCE OF CONSTRUCTION INDUSTRY CERTlRCA TE OF EXEMPTION REVISED 11 - 03
*
Please cut out the card below and retain for inspection by any Department of
Ia Services representa I
onducting WOi
STATE OF FLORIDA
DEPARTMENT OF RNANCIAl SERVICES
DIVISION OF WORKERS' COMPENSATION
.. RE-lSSUANCE OF CONSTRUCTION INDUSTRY COOIRCATE OF EXEM
IMPORT ANT
F This certificate applies only to the corporate officer named on this certificate ~m
o applies only withm the scope of the business or trade listed hereon, /
l A coPY of this card or the duplicate above must be carried and avail~f~;
inspection at an time while conducting any construction work < ...../
H Pursuant . , er of a corporation who elects
E exemption from t is chapter by finng a certificate of election under this section
may not recover benefits or compensation under this chapter.
R
E
Notices of election to be exempt and certificates of election to be exempt shaft
subject to revocation if, at any time after the filing of the notice or the issuar
of the certificate, the person named on the notice or certificate no longer meets
the requirements of this section for issuance of a certificate" The department sh,
revoke a certificate at any time for failure of the person named on the certifica
to meet the requirements of this section.
This certificate exempts the Officer of the Corpor
the provision of Florida Worlc:ers' Compensat"
indicated below _
PE OF BUSINESS OR TRADE: lANDSCAPE
QUESTIONS? (8501 488-23:
CUT HERE
OWC - 253 HE -ISSUANCE OF CONSTRUCTION INDUSTRY CERTIRCA TE OF EXEMPTION REVlSID 1 1 _ 0 3
RISK
MANAGEMENT
DEPARTMENT
3301 Tamiami Trail E. Bldg. 0
Naples FL 34112
239-77 4--8461
Fax: 239-774-8048
FAX
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. Comments:
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AGREEMENT
THIS AGREEMENT, made and entered into on this 8th day of March, 2005 by and between
Ground Zero Landscaping Services, Inc, authorized to do business in the State of Florida,
whose business address is: 1907 Fairfax Circle, Naples, Florida 34109, hereinafter called the
"Contractor" (or "Consultant") and Collier County, a political subdivision of the State of
Florida, Collier County, Naples, hereinafter called the "County":
WIT N E SSE T H:
1. COMMENCEMENT. The Contractor shall commence the work upon execution of
contract this contract shall be for a one (1) year period.
The County may, at its discretion and with the consent of the Contractor, extend the
Agreement under all of the terms and conditions contained in this Agreement for two
(2) additional one (1) year periods. The County shall give the Contractor written notice
of the County's intention to extend the Agreement term not less than ten (10) days
prior to the end of the Agreement term then in effect.
The County Manager, or his designee, may, at his discretion, extend the Agreement
under all of the terms and conditions contained in this Agreement for up to ONE
HUNDRED AND EIGHTY (180) days. The County Manager, or his designee, shall
give the Contractor written notice of the County's intention to extend the Agreement
term not less than TEN (10) days prior to the end of the Agreement term then in effect.
2. STATEMENT OF WORK. The Contractor shall furnish and deliver Grounds
Maintenance for medians and selected public areas within the boundaries of the
Bayshore Avalon Beautification MSTU in accordance with the terms and conditions of
Bid#05-3689 - "Bayshore Beautification MSTU Roadway Grounds Maintenance"
and the Contractor's proposal hereto attached and made an integral part of this
agreement.
3. COMPENSATION. The County shall pay the Contractor for the performance of this
Agreement the aggregate of the units actually ordered and furnished at the unit price,
together with the cost of any other charges/ fees submitted in the proposal.
Any county agency may purchase products and services under this contract, provided
sufficient funds are included in their budget(s).
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4. NOTICES. All notices from the County to the Contractor shall be deemed duly
served if mailed or faxed to the Contractor at the following Address:
Aaron Gross, President
Ground Zero Landscaping Services, Inc.
1907 Fairfax Circle
Naples, Florida 34109
(239) 821-3472
(239) 597-7365 Fax
All Notices from the Contractor to the County shall be deemed duly served if mailed or
faxed to the County to:
Collier County Government Center
Purchasing Department - Purchasing Building
3301 Tamiami Trail, East
Naples, Florida 34112
Attn: Steve Carnell
(239) 774-8407
(239) 732-0844 Fax
The Contractor and the County may change the above mailing address at any time
upon giving the other party written notification. All notices under this Service
Agreement must be in writing.
5. NO PARTNERSHIP. Nothing herein contained shall create or be construed as creating
a partnership between the County and the Contractor or to constitute the Contractor as
an agent of the County.
6. PERMITS: LICENSES: TAXES. In compliance with Section 218.80, P.5., all permits
necessary for the prosecution of the Work shall be obtained by the Contractor. Payment
for all such permits issued by the County shall be processed internally by the County.
All non-County permits necessary for the prosecution of the Work shall be procured
and paid for by the Contractor. The Contractor shall also be solely responsible for
payment of any and all taxes levied on the Contractor. In addition, the Contractor shall
comply with all rules, regulations and laws of Collier County, the State of Florida, or the
U. S. Government now in force or hereafter adopted. The Contractor agrees to comply
with all laws governing the responsibility of an employer with respect to persons
employed by the Contractor.
7. NO IMPROPER USE. The Contractor will not use, nor suffer or permit any person to
use in any manner whatsoever, county facilities for any improper, immoral or offensive
purpose, or for any purpose in violation of any federal, state, county or municipal
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ordinance, rule, order or regulation, or of any governmental rule or regulation now in
effect or hereafter enacted or adopted. In the event of such violation by the Contractor
or if the County or its authorized representative shall deem any conduct on the part of
the Contractor to be objectionable or improper, the County shall have the right to
suspend the contract of the Contractor. Should the Contractor fail to correct any such
violation, conduct, or practice to the satisfaction of the County within twenty-four (24)
hours after receiving notice of such violation, conduct, or practice, such suspension to
continue until the violation is cured. The Contractor further agrees not to commence
operation during the suspension period until the violation has been corrected to the
satisfaction of the County.
8. TERMINATION. Should the Contractor be found to have failed to perform his
services in a manner satisfactory to the County as per this Agreement, the County may
terminate said agreement immediately for cause; further the County may terminate this
Agreement for convenience with a seven (7) day written notice. The County shall be
sole judge of non-performance.
9. NO DISCRIMINATION. The Contractor agrees that there shall be no discrimination as
to race, sex, color, creed or national origin.
10. INSURANCE. The Contractor shall provide insurance as follows:
A. Commercial General Liability: Coverage shall have minimum limits of $1,000,000
Per Occurrence, Combined Single Limit for Bodily Injury Liability and Property
Damage Liability. This shall include Premises and Operations; Independent
Contractors; Products and Completed Operations and Contractual Liability.
B. Business Auto Liability: Coverage shall have minimum limits of $1,000,000 Per
Occurrence, Combined Single Limit for Bodily Injury Liability and Property
Damage Liability. This shall include: Owned Vehicles, Hired and Non-Owned
Vehicles and Employee Non-Ownership.
C. Workers' Compensation: Insurance covering all employees meeting Statutory
Limits in compliance with the applicable state and federal laws. The coverage
must include Employers' Liability with a minimum limit of $1,000,000 for each
accident.
D. Special Requirements: Collier County shall be listed as the Certificate Holder and
included as an Additional Insured on the Comprehensive General Liability
Policy.
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Current, valid insurance policies meeting the requirement herein identified shall
be maintained by Contractor during the duration of this Agreement. Renewal
certificates shall be sent to the County thirty (30) days prior to any expiration date.
There shall be a thirty (30) day notification to the County in the event of
cancellation or modification of any stipulated insurance coverage.
Contractor shall insure that all subcontractors comply with the same insurance
requirements that he is required to meet. The same Contractor shall provide
County with certificates of insurance meeting the required insurance provisions.
11. INDEMNIFICATION. To the maximum extent permitted by Florida law, the
Contractor or Consultant shall indemnify and hold harmless Collier County, its officers
and employees from any and all liabilities, damages, losses and costs, including, but not
limited to, reasonable attorneys' fees and paralegals' fees, to the extent caused by the
negligence, recklessness, or intentionally wrongful conduct of Contractor or Consultant
or anyone employed or utilized by the Contractor or Consultant in the performance of
this Agreement. This indemnification obligation shall not be construed to negate,
abridge or reduce any other rights or remedies which otherwise may be available to an
indemnified party or person described in this paragraph.
This section does not pertain to any incident arising from the sole negligence of Collier
County.
12. CONTRACT ADMINISTRATION. This Agreement shall be administered on behalf
of the County by the Alternative Transportation Modes Department.
13. CONFLICT OF INTEREST: Contractor represents that it presently has no interest and
shall acquire no interest, either direct or indirect, which would conflict in any manner
with the performance of services required hereunder. Contractor further represents
that no persons having any such interest shall be employed to perform those services.
14. COMPONENT PARTS OF THIS CONTRACT. This Contract consists of the attached
component parts, all of which are as fully a part of the contract as if herein set out
verbatim: Contractor's Proposal, Insurance Certificate, Bid #05-3689 Specifi-
cations/Scope of Services/Contractor's Proposal and Addenda.
15. SUBJECT TO APPROPRIATION. It is further understood and agreed by and between
the parties herein that this agreement is subject to appropriation by the Board of County
Commissioners.
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IN WITNESS WHEREOF, the Contractor and the County, have each, respectively, by an
authorized person or agent, hereunder set their hands and seals on the date and year first above
written.
Ground Zero Landscaping Services, Inc.
Contracto
/l.~u /!'t{)LL
First Witness
By:
tV! If'!! 1'1r; eJ
tTy
~ S,G{o>~~rQ;,
Typed signature and title
Ch~: r hp4 (" I,,(..ol..
tType/print witness namet
CORPORATE SEAL
(corporations only)
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
.C _
By: ~ w. G .,.]"
Fred W. C yle, Chairman O~
Approved as to form and
legal sufficiency:
Item # 1(0 f3c1 ~.
~~
LrzEcott Tea , County Attorney
() Assistant County Attorney
..'
Agenda 3 .. ~ 'bS' . .
Date -
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5
~ COLLIER COUNTY GOVERNMENT
PURCHASING DEPARTMENT 3301 EAST TA.l\1IAMI TRAIL
ADMINISTRATIVE SERVICES DIVISION PURCHASING BUILDING
NAPLES. FLORIDA 34112
(239) 774-8446
FAX (239) 732-0844
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www.colliergov.net
ADDENDUM
DATE:
October 25, 2004
TO: Interested Bidders
FROM~ Brenda Brilhart
~ Purchasing Agent
SUBJECT: Addendum # 1 - Bid #05-3689 - "Bayshore Beautification MSTU Roadway Grounds
Maintenance"
Addendum #1 covers the following clarification for the above referenced bid.
The Mandatory pre-bid conference scheduled for Monday, November 8th, 2004 at 10:00 a.m.
was omitted from the posting card. The meeting will be held in the Purchasing Conference Room
of the Purchasing Building, 3301 Tamiami Trail East, Collier County Government Center, Naples
Florida, 34112. In instances where the County has deemed the pre-bid to be Mandatory. the
Bidder's failure to attend the pre-bid conference shall result in the reiection of its bid.
If you require additional information please call Bob Petersen, Transportation Department at
239/213-5871 or me at 239n74-8446 or bye-mail atbrendabrilhart@colliergov.net.
cc: Bob Petersen, Transportation Dept.
~ COLLIER COUNTY GOVERNMENT
PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL
ADMINISTRATIVE SERVICES DIVISION PURCHASING BUILDING
NAPLES, FLORIDA 34112
(239) 774-8446
FAX (239) 732-0844
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www.colliergov.net
ADDENDUM
DATE:
November 19, 2004
TO: Interested Bidders
FROM: WBrenda Brilhart
Purchasing Agent
SUBJECT: Addendum # 2 - Bid #05-3689 - "Bayshore Beautification MSTU Roadway Grounds
Maintenance"
Addendum # 2 covers the following change for the above-referenced Bid:
Change: Bid Opening date: November 22. 2004 is postponed and will be rescheduled in
Addendum 3.
If you require additional information please call Bob Petersen, Transportation Department at
239/213-5871 or me at 239n74-8446 or bye-mail atbrendabrilhart@colliergov.net.
cc: Bob Petersen, Transportation Dept.
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COLLIER COUNTY GOVERNMENT
PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL
ADMINISTRATIVE SERVICES DIVISION PURCHASING BUILDING
NAPLES, FLORIDA 34112
(239) 774-8446
FAX (239) 732-0844
www.colliergov.net
ADDENDUM
DATE: November 23, 2004
TO: Interested Bidders
FROM: ~renda Brilhart
Purchasing Agent
SUBJECT: Addendum # 3 - Bid #05-3689 - "Bayshore Beautification MSTU Roadway Grounds
Maintenance"
Addendum # 3 covers the following change for the above-referenced Bid:
Change: Bid Due Date has been scheduled for Monday. December 2. 2004 at 2:30 p.m.
Insert on Page 25, Section I - Banners:
Periodically, the Bayshore Beautification MSTU Advisory Committee will require banners to be
installed or changed out on their decorative light poles. These banners will also require
maintenance at times, replacing banners and/or banner arms, and occasionally cleaning the
banners, as well as storing banners not currently in use. Currently these banners are changed
three (3) times a year, early spring, early fall and for the Christmas holidays, but additional change
outs may be required for other special events, etc. There are approximately 100 regular light poles
with a single banner arm, and four (4) bridge light poles with two (2) banner arms per pole.
If you require additional information please call Bob Petersen, Transportation Department at
239/213-5871 or me at 239/774-8446 or bye-mail atbrendabrilhart@colliergov.net.
cc: Bob Petersen, Transportation Dept.
Bid No. 05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance
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~COLLIER COUNTY GOVERNMENT
PURCHASING DEPARTMENT 3301 EAST TAMIAMI TRAIL
ADMINISTRATIVE SERVICES DIVISION PURCHASING BUILDING
NAPLES, FLORIDA 34112
(239) 774-8446
FAX (239) 732-0844
www.colliergov.net
DATE:
October 22, 2004
TO: ~. Prospective Bidders
FROM: renda Brilhart
Purchasing Agent
RE: BID #05-3689 -- "Bayshore Beautification M.S.T.U. Roadway
Grounds Maintenance"
The Board of County Commissioners, Transportation Department, desires to receive
proposals for the above-referenced services.
Please refer to the Public Notice contained in the enclosed proposal package for the
time and date of the Pre-bid Conference and the Opening of this Bid.
If you have any immediate questions regarding the specifications or intended work, you
may contact Bob Petersen, Transportation Department at 239/213-5871. If you have
procedural questions, you may contact me at 239/774-8446 or bye-mail at
BrendaBrilhart@colliergov.net.
We look forward to your participation in this bid process.
cc: Bob Petersen, Landscape Operations
NOTE: If you choose to bid, please submit an
ORIGINAL and ONE COPY of your proposal pages.
Bid No. 05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance
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NON-BIDDER'S RESPONSE
BID #05-3689
"Bayshore Beautification M.S.T.U. Roadway Grounds Maintenance"
For purposes of maintaining an accurate bidder's list and facilitating your firm's response to our
invitation for bid, we are interested in ascertaining reasons for prospective bidder's failure to
respond to invitations for bids.
If your firm is not responding to this bid, please indicate the reason(s) by checking an
appropriate item(s) listed below and return this form to the Purchasing Department, Collier
County Government Center, 3301 East Tamiami Trail, Purchasing Building, Naples, FL 34112.
Please indicate "NO BID" on the outside of the envelope.
We are not responding to this invitation for bid for the following reason(s):
D Items or materials requested not manufactured by us or not available to our company;
D Our items or materials do not meet specifications;
D Circle one - Specifications were:
Not clearly understood, Not applicable, Too vague, Too rigid,
Quantities too small, or
D Incorrect address used. Please correct:
Other reason(s):
Name of Firm:
Mailing Address:
City, State, ZIP:
Phone (
FAX (
)
By:
Signature of Representative
2
Bid No. 05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance
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PUBLIC NOTICE
Sealed proposals for Bayshore Beautification M.S.T.U. Roadway Grounds Maintenance
will be received at the Collier County Purchasing Director's Office, 3301 East Tamiami
Trail, Purchasing Building, Naples, FL 34112, until 2:30 p.m., Collier County Time on
Monday, November 22, 2004.
BID #05-3689
"Bayshore Beautification M.S.T.U. Roadway Grounds Maintenance"
A mandato~ pre-bid conference to discuss this bid will be held on Monday,
November at , 2004 at 10:00 a.m., in the Purchasing Department Conference Room of
the Purchasing Building, 3301 Tamiami Trail East, Collier County Government Center,
Naples, FL 34112. In instances where the County has deemed the pre-bid to be
Mandatory. the Bidder's failure to attend the pre-bid conference shall result in the
reiection of its bid.
Any questions regarding these specifications or intended work may be directed to Bob
Petersen, Transportation Department, 239-213-5871.
All bids shall be made upon the Official Proposal Form attached to the specifications,
which may be seen at the Office of the Purchasing Director, and which may be had by
bona fide bidders.
Collier County does not discriminate based on age, race, color, sex, religion, national
origin, disability or marital status.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
BY: Isl STEVE CARNELL
Steve Carnell, CSM
Purchasing and General Services Director
Publicly posted in the lobby of the Purchasing Building on October 22, 2004.
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Bid No. 05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance
GENERAL BIDDING REQUIREMENTS
1.
All bids must be made on the proposal form fumished
by the County. No bid will be considered unless the
proposal form is properly sioned.
2.
Vendors must provide unit orices any time unit prices
are requested in the units reouested. These unit prices
must be proper and balanced so as to allow fair
adjustments in quantities as require.d by the County.
All prices will remain firm for a penod of ninety (90)
days from date of bid opening.
3.
Any transportation and/or any other charges .incurred !n
delivering the product as specified must be Included In
the bid price. FOB destination shall apply unless
exception is made in the specifications.
4.
Any discounts or terms must be shown on the proposal
form. Such discounts, if any, will be considered and
computed in the tabulation of the bids. In no instance
should terms for less than 15 days payment be offered.
5. Proposers taking exception to any part or s.ection of
these specifications shall indicate such exceptions on a
separate sheet entitled "EXCEPTIONS . TO
SPECIFICATIONS". Failure to indicate any exceptions
shall be interpreted as the proposers intent to fully
comply with the specifications as written.
6.
The County reserves the right to formally amend and/or
clarify the requirements of the bid specifications where
it deems necessary. Any such addendum/clarification
shall be in writing and shall be distributed to all parties
who received the original bid specifications and are
eligible for consideration orior to the deadline for
submission of orooosals.
7.
The County reserves the right to reject any and all bids,
to waive defects in the form of bid, also to select the
bid that best meets the requirements of the County.
8.
All bids shall be in the hands of the County Purchasing
Direction, Collier County Govemment Complex,
General Services Building, Naples, FL 34112, by the
date and time as stated in the Legal Notice. No late
bids can or will be accepted.
9.
All bids must be placed in a sealed envelooe, and
plainly marked as follows:
(1) The date and time of receipt of the bids by the
County Purchasing Director.
(2) The number of the bid and the bid title for which the
bidder submitting the bid.
However, under no circumstances shall any part of, or
pertaining directly to the bidder's offer, be exposed on
the outside of the bid offer.
Soecial Note: All bids sent by courier service must have
the bid number and title on the outside of the courier
packet.
10. Collier County, Florida as a political subdivision of the
State of Florida, is exempt from the payment of Florida
sales tax to its vendors under Chapter 212, Florida
Statutes. All successful bidders will be provided a copy
of Collier County's Certificate of Exemption (#21-07-
01995-53C) upon contract award.
Corporations, individuals and other entities are impacted
by Chapter 212, Florida Statutes according to the type
of service, sale of commodity or other contractual
agreement to be made with Collier County. By
submittal of a properly executed response to a bid
proposal from Collier County, Florida, the bidder is
acknowiedging that he is aware of his statutory
responsibilities for sales tax under Chapter 212, Florida
Statutes.
Collier County is also exempt from most Federal excise
taxes. By submittal of a properly executed response to
a bid proposal from Collier County, Florida, the bidder
is acknowledging that he is aware of his responsibilities
for Federal excise taxes.
11. Tangible personal property purchased by Contractors in
the performance of realty construction for the County is
taxable, though the County is exempt on its own
purchases.
12. In case of identical bids tying as low bid, the County
shall ask vendors to submit certification that they have
a drug-free workplace in accordance with Section
287.087 Florida Statutes. Should all vendors provide
said certification, the County will give local vendor
preference.
13. Permits, Licenses. Taxes: In compliance with Section
218.80, F.S., all permits necessary for the prosecution
of the Work shall be obtained by the Contractor. In
addition, the Contractor shall comply with all rules,
regulations and laws of Collier County, the State of
Florida, or the U.S. Govemment now in force or
hereafter adopted.
14. The County reserves the right to accept item or group
of items of this bid, unless the bidder qualified his bid
by specific limitations.
15. The County reserves the right to award any ~em or
groups of items to more than one vendor on any bid
unless otherwise noted in the bid specifications.
16. Altemate bids will not be considered unless authorized
by the Invitation for Bids.
17. Bidders on any construction project must be qualified
and directly responsible for 30% or more of the Bid
amount for said work.
18. Payment will be made by the County within thirty (30)
days from receipt and acceptance by the County of
delivery of the bid items or receipt of invoice for same,
whichever is received later.
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Bid No. 05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance
19. Any Contractor who is a recipient of County funds, or
who proposes to perfonn an work or furnish any goods
under this bid shall not discriminate against any worker,
employee or applicant or any member of the public
because of age race, color, sex, religion, national
origin, disability or marital status nor otherwise commit
an unfair employment practice.
20. For bidders who wish to receive copies of bids after the
bid opening, the County reserves the right to recover all
costs associated with the printing and distribution of
such copies.
21. Any actual or prospective respondent to an Invitation to
Bid or Request for Proposal. who is aggrieved with
respect to the former, shall file a written protest with the
Purchasing Director crior to the opening of the Bid or
the due date for acceptance of Proposals. All such
protests must be filed with the Purchasing Director no
later than 11 :00 a.m. Collier County time on the
advertised date for the opening of the Bid or the
acceptance date for the Request for Proposals.
22. Bid award selection criteria is as follows:
a. All questions on the Proposal Page shall be
answered as to price(s), time requirements,
prompt payment terms [discounts], required
document submissions and acknowledgment of
addenda received.
b. Award shall be based upon the responses to all
questions on the Proposal Page.
C. Further consideration will include but not be
limited to references, completeness of bid
response and past performances on other County
bids/projects.
d. Prices will be read in public exactly as written on
the Proposal Page at the time of the bid opening;
however, should an error in calculations occur
whenever unit pricing and price extensions are
requested, the unit price shall prevail.
Mathematical miscalculations may be corrected
by the County to reflect the proper answer.
23. Award of contract will be made by the Board of County
Commissioners in public session. Awards pertaining to
the Collier County Airport Authority will generally be
made by that agency's approval Board. Award shall be
made in a manner consistent with the County's
Purchasing Policy. Award recommendations will be
posted outside the offices of the Purchasing
Department on Wednesdays and Thursdays. Any
actual or prospective respondent who desires to
formally protest the recommended contract award must
file a notice of intent to protest with the Purchasing
Director within two (2) calendar days (excluding
weekends and County holidays) of the date that the
recommended award is posted. Upon filing of said
notice, the protesting party will have five (5) days to file
a formal protest and will be given instructions as to the
form and content requirements of the formal protest. A
copy of the .Protest Policy" is available at the office of
the Purchasing Director.
24. All firms are hereby placed on NOTICE that the County
Commission does not wish to be lobbied... either
individually or collectively...about a project for which a
firm has submitted a proposal. Firms and their agents
are not to contact members of the County Commission
for such purposes as meetings of introduction,
luncheons, dinners, etc. During the bidding process,
from bid opening to final Board approval, no firm or
their agent shall contact any other employee of Collier
County with the exception of the Purchasing Director.
25. The Contractor shall employ people to work at County
facilities who are neat, clean, well-groomed and
courteous.
26. If the bidder should be of the opinion that the meaning
of any part of the Bidding Document is doubtful,
obscure or contains errors or omissions he should
report such opinion to the Purchasing Director before
the bid opening date.
27. The County assumes no responsibility for proposals
received after the due date and time, or at any office or
location other than that specified herein, whether due to
mail delays, courier mistakes, mishandling, inclement
weather or any other reason. Late proposals shall be
returned unopened, and shall not be considered for
award.
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BAYSHORE BEAUTIFIC,ATION M.S.T.U.
ROADWAY GROUNDS MAINTENANCE SPECIFICATIONS
These specifications are intended to provide the information by which prospective bidders may
understand the minimum requirements of Collier County relative to entering into a Contract to
furnish and deliver Grounds Maintenance for medians and selected public areas within the
boundaries of the Bayshore Avalon Beautification M.S.T.U.
SCOPE OF WORK
The work covered by this Contract requires a weekly servicing of all Areas which consist of
furnishing all labor, equipment, materials and services necessary to satisfactorily perform
grounds maintenance, as determined by the Contract Manager or the designated Owner's
Representative as follows:
If the Project's weekly services requires more than one (1) day per week, then the weekly
services shall be performed on consecutive days.
LOCATION AND DESCRIPTION OF WORK AREAS
The areas of work included in these specifications are located as described below:
A. Area No.1
Those areas where curbing, landscaping and irrigation systems have been installed to
date, being located as follows:
1. All medians on Bayshore Drive from US 41 to Thomasson Drive. - (Median #1
through Median #23).
2. Both sides of Bayshore Drive to the East and West RJW lines including the Triangle
at US 41.
B. Area No.2
Those areas which contain limited landscaping material and no irrigation system.
1. None at this time.
I. BASIC MAINTENANCE FUNCTIONS
A. MOWING AND EDGING
Mowing and edging shall include medians as well as those areas, if existing, along the
outside edge of the sidewalks of adjacent properties that are not currently maintained by
the property owners.
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All turf shalLbe mowed with mulching type mower equipment to eliminate the need .to bag
and transport grass clippings. Should bagging be necessary, the bagged clippings shall
be collected and removed at no additional cost. Grass shall be cut at a height of three
and one half inches (3 %"). The frequency of cutting will be weekly or fifty-two (52) times
for Work Area NO.1 and Work Area NO.2. The number of mowings may be modified by
the Contract Manager or by seasonal weather conditions at the Contract Manager's
discretion.
The Contractor shall use alternate mowing practices, patterns or equipment within narrow
turf areas so not to create wheel ruts or worn areas in the turf. Any areas of turf that
become water soaked during the period of this Contract shall be mowed with twenty-one
inch (21" +/-) diameter hand walk behind type mowers to prevent wheel ruts in the turf
caused by heavier type self-propelled rider mowers. The Contractor shall be responsible
for repairing any ruts caused by their mowers at no additional costs to the County.
Mechanical edging of the turf shall be done with each mowing along all sidewalk edges,
back of concrete curbs, around all plant beds, utility service boxes, street light bases, sign
posts, headwalls, guardrails, timer pedestals, posts and trees. Metal blade edging is not
permitted along plant bed and turf edges where Netafim underground irrigation is present.
Mechanical metal blade edging is permitted along back of curbing. Grass root runners
extending into the mulched areas shall be cut and removed when the edging is performed.
Edging will also be required in all turf areas around isolated trees, sprinkler heads, valve
boxes, shrubs, sign posts, manholes, etc. where they exist. All debris on streets,
sidewalks or other areas resulting from edging shall be removed. No herbicide shall be
used for edging.
All sidewalks, curbing and/or gutters including a four-foot (4') area from the face of the
curb and sidewalk areas shall be cleaned after each service. All sidewalks shall be blown
clean, but no clippings or other debris shall be blown or allowed to be deposited on other
adjacent property or accumulate on right-of-way areas.
B. IRRIGATION SYSTEMS
Conventional Pop-uP and Subsurface Irrigation Systems
The irrigation systems within Work Areas No. 1 and 2 shall be checked and repaired as
necessary. Each zone shall be manually turned on at the valve once a week and a
thorough inspection conducted to ascertain proper operation of the system. Quick
coupling valves, if existing, shall be reviewed weekly and operated quarterly to insure
proper operation. Maintenance responsibilities will include cleaning and adjustment of
heads, nozzles, valve boxes and valves filters to insure proper coverage, review of filters
and backflow preventers, replacement of heads and nozzles, installation or replacement
of risers, repair of minor PVC piping breaks or subsurface piping or restricted sprinkler
lines, replacement of damaged valve boxes/lids and adjustment of controllers and rain
shutoff switches for settings and operation. Major repairs to the sprinkler system including
repair of valves, mainlines, time-clocks, damage by vehicles or electrical wiring problems
will be considered as additional expenses to the Contract. These additional expenses
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shall be charged as a time and material billing.. The Contract Manager must approve all
additional expenses prior to proceeding with the work.
Where required, the Contractor shall maintain on site, the County supplied reclaimed
water irrigation signage. Cost to install replacement signs shall be considered additional
services and be billed on a time and material basis.
C. WEEDING
Weeding of plant beds, sidewalks (asphalt, concrete or paver), guardrail bases, curb joints
and other mulched areas by chemical and/or hand removal will be performed weekly or as
necessary to provide a weed free and well maintained area.
D. GENERAL SITE PRUNING
For this site, general site pruning shall be defined as the pruning of any plant's foliage
below a ten-foot (10') level.
All groundcovers, shrubs, canopy trees and palms up to a ten foot (10') level, shall be
inspected and pruned on a weekly or an as needed basis, so to maintain the proper or
required heights for visibility, vehicular movement purposes and desired shape or form as
determined by the Contract Manager or the Owner's Representative. Pruning shall also
include removal of water sprouts, suckers and any dead or diseased foliage or branches.
During the first week of October and April, ornamental grasses, such as Fountain grass,
Florida Gama or Fakahatchee grass shall be pruned in a pyramid shape to a twelve inch
(12") or twenty-four inch (24") height based upon the type of plant. Ornamental type
grasses such as Liriope muscari 'Evergreen giant', shall only be pruned at the direction
and approval of the Contract Manager or Owner's Representative.
Plant material with a canopy over pedestrian or sidewalks shall be maintained at a
minimum height of one hundred twenty inches (120"). Shrubs and groundcovers adjacent
to pathways or sidewalks shall be pruned to maintain one foot (1') of clearance from the
edge of the pathway. It is recommended that adjacent shrubs and groundcovers be
maintained so that they angle or are rounded away from the pathway.
E. TRASH REMOVAL
Work Areas NO.1 and NO.2
With each service, all site areas shall be cleaned by removing all trash or debris to
include, but not be limited to; paper, bottles, cans, other trash, and horticultural debris. All
debris or trash pick-up shall be performed "prior" to mowing in all turf areas.
The disposal of all trash and debris must be at a proper landfill or disposal site. All
disposal fees, tipping or charges are to be included in the Contract Proposal Price.
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F. STREET CLEANING/SWEEPING
Street Cleaning
A four-foot (4') wide area measured from the face of the curb and gutters including turn
lanes shall be cleaned with each site service to remove any accumulation of debris or
objectionable growth so to maintain a neat and safe condition.
Street Sweeping with Mobile Vacuum Equipment (Alternate)
A mobile self-contained vacuum sweeper, equipped with bottom, side and edge brushes;
including a water spraying system to reduce dust, is a minimum requirement to perform the
street sweeping function. All debris collected must be dumped at a proper landfill or
disposal site. Photo(s) and/or manufacturers brochure with specifications of this
equipment (either owned or subcontracted), must be supplied with this Bid-Submittal.
G. TRAFFIC CONTROL
The Contractor shall comply with the requirements of Collier County's Maintenance of
Traffic (MOT) Policy. copies of which are available through the Risk Management or
Purchasing Department. The Contractor shall obtain and review the County MOT policy
requirements prior to submitting a bid.
The Contractor will be responsible for obtaining copies of all required manuals, MUTCD,
FOOT Roadway & Traffic Design Standards Indexes, or other related documents, so to
become familiar with their requirements. Strict adherence to the requirements of the MOT
policy will be enforced under this Contract.
To assist in employee visibility; approved bright day-glow red/orange colored safety vests
shall be worn by employees when servicing the area. A directional lighted and flashing
arrow board will be required under this Contract that meets the traffic control requirements.
H. GENERAL MAINTENANCE REPORT SHEETS
The Contractor shall complete the "General Maintenance Report Sheets" on a weekly basis
and then sign and submit on a monthly basis to the Contract Manager for review and
approval. The "General Maintenance Report Sheets" are required to be signed by the
Contractor and submitted prior to monthly billing and payment. The Contractor will also be
required to conduct on-site inspections with the Contract Manager on a monthly basis to
verify satisfactory completion of Contract requirements. The original forms for the Report
Sheets will be provided to the Contractor for his reproduction purposes.
The Contractor shall also provide a "Weekly Maintenance Work Schedule" to the, Contract
Manager for inspection purposes. The Schedule shall indicate the days and service
locations and shall be provided to the Contract Manager before the beginning of the work
day on Monday and may be faxed, e-mailed or hand-delivered.
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I. MISCELLANEOUS MAINTENANCE RESPONSIBILITIES
1. If plants, shrubs, trees, grass or foliage die due to neglect or damage by the
Contractor, Contractor's employees or a Subcontractor as determined by the Contract
Manager or Owner's Representative, they shall be replaced at the Contractor's
expense.
2. The Contractor shall provide ramps or other devices to gain access over the curb to
all medians. The curb or turf areas shall not be damaged due to gaining access or
they will be replaced at the Contractor's expense.
3. It shall be the Contractor's responsibility to notify the Contract Manager of any
maintenance problems or additional maintenance needs.
4. Should additional costs be involved which are not covered within the Contract
Specifications, a Unit Cost shall be agreed upon in writing by the Contractor and
Contract Manager prior to performing additional services.
5. The Contractor shall perform inspections on all plants, shrubs, trees and grass areas
for disease or insect infestation during each week's service to the site. The
Contractor shall immediately notify the Contract Manager should a disease or
infestation be found and begin appropriate treatment per the Contract requirements.
6. The Contractor shall have radio, cellular phone and/or beeper equipment for on-site
and off site communication in order to communicate with the Contract Manager.
J. CREW SIZE/MAN-HOURS
Contractor shall provide with each site visit a minimum crew size of four (4) personnel with
each weekly service of the work areas. The Bidder shall provide in the Contract Proposal
the estimated number of on-site man-hours per week the Contractor will be providing to
satisfactorily perform the requirements of this Contract.
K. ACCIDENTS OR THEFTS
The Contractor shall be responsible each week to contact the Contract Manager to report
any accidents or thefts involving or occurring within the areas covered by this Contract.
Should they occur, the Contractor shall photograph the damage or loss and provide that
photo the Contract Manager at no additional cost. Should assistance be requested by law
enforcement, emergency personnel or others, the costs shall be included in the Contract
unless otherwise approved by the Contract Manager.
L. RESPONSE TIMES
On a twenty-four (24) hour basis, the Contractor may be required to travel to the site
immediately to meet with the Contract Manager, law enforcement or emergency personnel
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to resolv€,an emergency. The Contractor shall respond to a telephone, beeper, or radio
call within one (1) hour. There shall be no additional charge for these responses.
M. NON-PERFORMANCE
In the event the Contractor fails to perform any required services within the time schedules set
forth under this Contract, the County reserves the right to obtain substitute performance.
Further, the County reserves the right to deduct the cost of such performance from the
Contractor's monthly payments. The Contractor may be exempt from this provision if such
exemption is granted by the Contract Manager in writing, prior to any delays or as a result of an
Act of Nature.
The Contract Manager reserves the right to deduct portions of the monthly invoiced amount for
items not completed within the expressed time frame, even if the County did not obtain
substitute performance. These funds would be forfeited by the Contractor. The County may
also deduct or charge the Contractor for services or items necessary to correct the deficiencies
directly related to the Contractor's non-performance.
N. CONTRACT PERIOD
This Contract shall commence on the date of award by the Board of County
Commissioners, and be in effect for one (1) year.
O. CONTRACT RENEWAL
The County retains the right to renew this contract, with the consent of the vendor, under
the same terms and conditions for three (3) additional one (1) year periods, renewable
annually. All prices at the time of the renewal may be adjusted on the anniversary date of
the Agreement based on the annual change to the Consumer Price Index-Southern
States, under "All Urban Consumers, All Items", using the latest release available
preceding the notice of intent to renew the Agreement. The Owner will determine the value
of this annual adjustment. If the County determines to renew this Agreement, it shall
provide the Contractor written notice of such renewal no less than thirty (30) calendar days
prior to the termination of the Contract term, then in effect.
P. CONTRACT TERMINATION
The Contractor agrees the County/Contract Manager shall be sole iudge of non-
performance. Should the Contractor be found to have failed to perform his services in a
manner satisfactory to the County as per the Contract and Specifications or for any of the
following reasons, the County may terminate this Contract immediately:
1. Inability of the Contractor to perform requested service requirements.
2. Work that is not performed on a level consistent with the industry standards.
3. Services not rendered within a reasonable time after notification by the Contract
Manager.
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4. Non-compliance with any portion of this Contract.
5. Immediately for cause.
5. The County may also terminate this Contract for convenience with a seven (7) day written
notice.
Q. CONFLICT OF INTEREST
Proposer shall provide a list of any businesses and/or organizations to whom the firm has
any affiliation or obligations within the past five (5) years; whether paid or donated, which
could be construed by the County as a conflict of interest.
Disclosure of any potential or actual conflict of interest is subject to County staff
review and does not in and of itself disqualify a firm from consideration. These
disclosures are intended to identify and or preclude conflict of interest situations
during contract selection and execution.
R. CONTRACTOR'S EMPLOYEES
Employees of the Contractor shall be properly uniformed and provide a neat appearance.
All employees of the Contractor shall be considered to be at all times the sole employees
of the Contractor under his sole direction and not an employee or agent of Collier County.
The Contractor shall supply competent and physically capable employees and Collier
County requires the Contractor to remove an employee it deems careless, incompetent,
insubordinate, or otherwise objectionable and whose continued contract site services
involvement is not in the best interest of the County.
S. CONTRACTOR'S MEETING ATTENDANCE
During the Contract Period, the Contract Manager or Advisory Committee if applicable,
may have questions concerning maintenance issues. The Contractor shall be required to
attend monthly meetings and other special meetings that the Contract Manager should
require. There shall be no additional charge for attendance to these meetings. If the
Contractor fails to attend the monthly meetings without an excused absence, an amount
equal to two (2) hours of the supervision labor rate as listed on the Proposal Page shall be
deducted from the monthly billing of the Contractor against the Contract total.
T. BilLING
Upon execution of the Contract and completion of each month's work, payment requests
shall be submitted to the Contract Manager on a monthly basis by the Contractor for
services rendered for the prior month. Invoices shall not reflect sales tax. After review and
approval, the invoice will be transmitted to the Finance Department for payment. Payment
will be made upon receipt of a proper invoice and in compliance with Section 218.70
Florida Statutes, otherwise known as the "Florida Prompt Payment Act." Collier County
reserves the right to withhold and/or reduce an appropriate amount of any payments for
work not performed or for unsatisfactory performance of Contractual requirements.
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U. METHOD OF AWARD
The general criteria that will be used for the evaluation of this Bid is set forth in the General
Bidding requirements along with the responses as stated on the Bid Proposal Pages.
Award of Bid shall be made to the lowest, qualified and responsive Bidder(s). The Collier
County Board of County Commissioners shall be the final judging authority as to which Bid
best suits its needs and the interest of Collier County.
As a result of Collier County1s substantial investment in the project's landscaping, the
responsive Bidder shall:
1. Provide copy of Landscape Contractor's or Unlimited Landscape Contractor's
License in Collier County.
2. Provide verification of current projects in landscaping maintenance business.
3. Provide documentation of minimum of three (3) years' experience in landscape
grounds maintenance within the Southwest Florida area. Such documentation shall
include, but is not limited to:
a. Project description;
b. Time of performance;
c. Names and phone numbers of individual references familiar with the Bidders'
project performance;
d. Area included in "Scope of Work".
4. Provide a list of owned and/leased equipment to include, but not be limited to:
a. Date of Manufacture;
b. Condition;
c. Whether owned or leased;
d. If leased, date of lease expiration.
5. Contractor shall provide the name, IRS W-4 form and proof of certification of the
firm's employee qualifying the firm as to meeting the Collier County's Maintenance
of Traffic policy requirements.
6. References for Netafim maintenance and installation, if project site applicable.
7. References for pump and well maintenance, if project site applicable.
If the documentation noted above is not submitted with the Bid Proposals,
such Bid will not be considered.
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v. VENDER PERFORMANCE EVALUATION
Collier County has implemented a Vendor Performance Evaluation System for all contracts
awarded in excess of $25,000. To this end, Vendors will be evaluated on their performance
upon completion/termination of agreement.
II. SITE SPECIFIC MAINTENANCE FUNCTIONS
A. CANOPY TREE AND PALM PRUNING
For this site, canopy trees shall be defined as any large shrub, tree or palm with foliage
above a ten-foot (10') level.
All canopy trees and palms shall be pruned on a continuous basis to create and maintain a
seventeen-foot (17') canopy clearance over the roadways and a ten-foot (10') canopy
clearance over all pathways. Canopy trees shall be selectively pruned twice per year in
April and September to thin the interior canopy of cross branching and to shape the canopy
of the trees. The Contract Manager shall approve a professional licensed to prune trees
under the direction of a Licensed Landscape Architect, Arborist, Tree Surgeon, or other
approved professional to do the pruning and shaping. The work shall be performed per
ANSI A300 "Standard Practices for Trees, Shrubs and Other Woody Plant Maintenance"
and done in a professional manner in accordance with "Pruning Standards" of the National
Arborist Association or accepted local trade standards and practices.
Palms shall be pruned annually during June of each year. The Sabal Palms shall be
pruned to a "Tropical Cut" or to a nine (9) o'clock - three (3) o'clock angle from horizontal at
the base of the palm's bud or lowest fronds. Approximately seven (7) to ten (10) green
fronds shall be left at the head after pruning. The pruning shall include removal of all nuts,
seed stalks, brown or dead and lower fronds. The Foxtail, Royal and Solitaire Palms are
self-cleaning and shall have their fronds picked-up weekly. There shall be no additional
tipping fees charged for disposal. Seedpods shall also be scheduled for removal during
the month of June.
The work shall be done in a professional manner in accordance with acceptable trade
standards and practices. The palms shall not be climbed with tree spikes to remove the
fronds. The pruning shall be accomplished by the use of a ladder, boom truck or lift. All
debris from the pruning shall be removed and the site shall be left in a clean and neat
manner.
When the annual or bi-annual heavy pruning work is being performed with the use of a lift
or boom truck, it is required that the adjacent traffic or turn lane to the work area, be closed
using traffic control devices and signage per the current F.D.O.T. traffic control standards
and indexes.
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B. FERTILIZATION
The Contract Manager reserves the right to change the fertilization schedule and
formulation as needed to meet special turf or plant needs or other unforeseen conditions
which may develop. Fertilization schedule changes may require adjustments to the per
bag application costs and will be added or deleted per the Unit Costs as indicated on the
Proposal Page. All bagged fertilizer will be purchased by Collier County under its Annual
Contract and coordinated with the Contractor for delivery purposes. Proposal Page Unit
Cost for liquid fertilizer applications shall include labor and product cost. Prior to
fertilization application, notification to the Contract Manager is required to allow for
inspection of all bags. The Contractor may be required to pick up the fertilizer within Collier
County. Cost for pick up, if necessary, and labor for placement, shall be included in Unit
Cost/Bag as indicated on the Proposal Page.
Granular fertilization of shrubs and ground covers shall be applied by hand in a twelve-inch
(12") radius ring around the base of the plants. Trees and palms shall have a thirty-six inch
(36") radius ring around the base. An 8 oz. cup equals one (1) pound. Trees and palms
shall receive one (1) cup per one-inch (1") caliper. Shrubs and groundcovers shall receive
one (1) cup per three foot (3') of height or spread. Shrubs and groundcover shall receive
one-half (1h) cup per eighteen inches (18") of height or spread. All fertilizer shall be swept
off all sidewalks, concrete curbing and paving.
The fertilizer shall be applied as set forth in the following schedule.
Turf Areas and Plant Beds Containing Shrubs. Groundcovers and Trees
The 13-3-13 fertilizer shall be applied at a rate of ten (10) pounds per one thousand
(1000) sq. ft. for all areas. Four applications of 13-3-13 fertilizer will be applied yearly
during the months of February, May, July, and October.
One (1) application of 21-0-0 Ammonium sulfate at a rate of four and one half (4.5)
pounds per one thousand (1000) sq. ft. shall be applied in the month of November.
Four (4) applications of Sequestrene Iron at a mixture of 1.25 tablespoons per gallon will
be applied during the months of March, June, September and December. The application
is to be a drench at the root zone of all Bougainvillea, Juniper, Liriope, Allamanda, Iris,
Ixora or any plants subject to iron deficiencies as determined by the Contract Manager.
Six (6) applications of 20-20-20 at ten (10) pounds of materials per one hundred (100)
gallons of water with Ferrmec AC 13-0-0 plus 6% iron at 1/3 gallon of material per one
hundred (100) gallons of water.
It is estimated that the turf and plant beds covering approximately one hundred fifty-nine
thousand six hundred forty (159,640) sq. ft., will require the application of one hundred-
forty-three (143) 50-lb. bags per Contract period. All applications shall be made during the
first week of the month. Applications shall be made the day following irrigation when plant
material is dry. Shrubs and groundcovers shall have the fertilizer blown or fan raked off
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following the broadcast application. Immediately after the fertilizer is applied, the areas
shall be watered. Fertilizers shall be removed from curbs and sidewalk areas to avoid
staining.
All applications shall be made during the first week of the month. Applications shall be
made to turf the day following irrigation when grass blades are dry. In areas where
applicable, immediately after the fertilizer is applied, the sprinklers shall be activated for
thirty (30) minutes to bring organic fertilizers to the soil's surface and to dissolve water-
soluble particles. Following this watering, the controls shall be returned to automatic
mode. Fertilizers containing Iron shall be removed from curbs to avoid staining.
Palms
Contractor shall apply palm fertilizer during October and Mayas specified below. Collier
County will provide fertilizer.
Should yellowing occur on the top fronds, manganese sulfate will be required and if on the
lower fronds, magnesium sulfate will be required to be applied with the 10-5-10 at the
rates specified.
Granular fertilization of the Palms shall be determined by the caliper (diameter) of the
Palm trunk and applied by hand in a ring around the Palm's base at a twenty-four (24")
radius. The fertilizer ring shall be placed to maximize uptake. It is estimated that the
palms will require the application of fifty-eight (58) 50-lb. bags per Contract period (thirteen
(13) bags per application).
Formulation
1 0-5-1 0
Application Rate (Per Tree)
117 Cabbage/Sabal Palms 5 Ibs.
118 Royal Palms 5 Ibs.
22 Foxtail Palms 5 Ibs.
32 Solitaire Palm 5 Ibs.
c. ORNAMENTAL & TURF SPRAYING
Overall Ornamental & Turf Spraying of plants, shrubs and grassed areas within Areas 1
are included in the Contract.
TABLE I
Area 1
Beds
Median #1
Median #2 (Pavers)
Median #3 (Pavers)
Median #4
Median #5
Median #6
Approximate Turf Area (St Augustine Palmetto) Approximate Planting
o sq. ft.
o sq. ft.
o sq. ft.
2,197 sq. ft.
3,483 sq. ft.
2,176 sq. ft.
936 sq. ft.
o sq. ft.
o sq. ft.
2,216 sq. ft.
3,064 sq. ft.
2,000 sq. ft.
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Median #7
Median #8
Median #9
Median #10
Median #11 (Pavers)
Median #12 (Pavers)
Median #13
Median #14
Median #15
Median #16 (& Pavers)
Median #17
Median #18
Median #19
Median #20 (& Pavers)
Median #21 (& Pavers)
Median #22
Bridge Sidewalk/Railing
Bridge median planter
Totals
368 sq. ft.
848 sq. ft.
752 sq. ft.
664 sq. ft.
o sq. ft.
o sq. ft.
2,544 sq. ft.
2,595 sq. ft.
1,987 sq. ft.
660 sq. ft.
3,824 sq. ft.
4,364 sq. ft.
2,176 sq. ft.
3,350 sq. ft.
1,566 sq. ft.
1.648 sq. ft.
336 sq. ft.
1,010 sq. ft.
640 sq. ft.
664 sq. ft.
o sq. ft.
o sq. ft.
2,148 sq. ft.
1 ,407 sq. ft.
2,125 sq. ft.
828 sq. ft.
2,368 sq. ft.
2,804 sq. ft.
1,020 sq. ft.
2,828 sq. ft.
916 sq. ft
2.082 sq. ft.
14 planters
1600 sq. ft
29,392 sq. ft.
35,202 sq. ft.
Area 1
Beds
Bayshore Drive West RIW
Bayshore Drive East RIVV
Side Road RIW at US 41
Total:
Approximate Turf Area (St Augustine Palmetto) Approximate Planting
29,269 sq. ft.
31 , 11 0 sq. ft.
o sq. ft.
60,379 sq. ft.
12,749 sq. ft.
19,218 sq. ft.
700 sq. ft.
32,667 sq. ft.
Area 2
Side Road R/W
Total:
Approximate Turf Area (Bahia)
2.000 sq. ft.
2,000 sq. ft.
Approximate Planting Beds
o sq. ft.
o sq. ft.
1. It is required that the Pest Control Firm performing these services shall possess and
provide the following to the Contract Manager:
a. Valid State of Florida Pesticide License that complies with all Federal, State
(Chapter 482) and local laws and regulations.
b. Bachelor degree in Ornamental Horticulture and/or Entomology (must be an
employee of the Proposer and/or a direct subcontractor) or the equivalent
practical experience approved by the Contract Manager.
c. Current Contractor's Occupational License for Pest Control Service.
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2. The Pest Control Firm shall provide an overall written pest and spray program that shall
incorporate ant and rodent control and shall meet or exceed the following minimum
standards:
a. Describe procedures, methods and techniques that will enhance the environment.
b. Provide the maximum protection for the health, safety and welfare of the public
and environment.
c. List of all chemicals to be used (MSDS must be available upon request).
3. The Pest Control Firm shall make on-site inspections and provide written reports to the
Contract Manager once per month.
4. Methods of Application:
One hundred percent (100%) coverage and penetration shall be provided. Insecticides
and Fungicides shall be applied at the proper pressure to provide maximum coverage.
Chinch bug treatments shall be applied at a minimum rate of ten (10) gallons of spray
mix per one thousand (1000) square feet of treatment area.
a. Insecticides should be alternated from time to time to prevent insect immunity to
the application.
b. Herbicides used in turf areas shall be applied at the proper pressure.
c. Herbicides shall not be applied when the temperature exceeds eighty-five (85)
degrees (as indicated per label).
d. Spreader sticker (Nu-Film 17 or equal) shall be incorporated in all spraying of
Groundcovers, Shrubs, Trees, Palms, and Turf Areas when recommended by the
label.
e. Spray applications shall be applied during times of "No-Wind" conditions.
f. No trucks or tractors with bar type tires or a gross weight greater than three
thousand (3000) pounds will be allowed within or on the median areas.
g. Provide and place, at time of application, traffic control meeting Florida Department
of Transportation, M.U.T.C.D. and Indexes and the County MOT.
h. All spray application shall contain a wetting agent within the mix when
recommended by the label or Contract Manager.
5. Rate of Application:
All chemicals shall be applied at the rates recommended on the manufacture's labels.
6. Materials List:
18
Bid No. 05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance
1685
All insecticides, fungicides and herbicides cbemicals to be used on turf areas and on
plant materials shall be submitted in writing to the Contract Manager for review and
approval.
7. Application Schedule:
The number of applications shall be as listed below unless otherwise required based
upon the on-site inspection reports. Ferrmec AC 13-0-0 plus 6% iron at one-third (1/3)
gallon of material per one hundred (100) gallons of water to be added with each
application of insecticide, fungicide and herbicide.
a. Turf Areas:
Insecticides & Fungicides - Twelve (12) applications on an as needed basis.
Herbicides - Six (6) applications, to include Pre-emergent in February and
September, Post-emergent in November, January and March or
on an as needed basis.
b. Groundcovers, Shrubs and Trees:
Insecticides & Fungicides - Twelve (12) applications on an as needed basis.
c. Bed Areas:
Herbicides - Six (6) applications, Pre-emergent in February and September,
Post-emergent in November, January and March or on an as
needed basis.
8. Additional Requirements:
When it becomes necessary for the Contractor to return for additional spraying as
directed by the Contract Manager due to non-performance of a required application,
such shall be performed at no cost to the Owner.
D. MULCHING
Organic Mulch
Areas with no mulch or new planting areas shall have mulch placed to provide for a four
inch (4") non-compacted or unsettled depth measured from the existing soil grade. The
area to receive the mulch shall be raked level to establish the proper finished grade and
have all weeds removed prior to the placement of the mulch. Labor cost for weeding, hand
grading and placement of new mulch shall be per Unit Cost as indicated on the Proposal
Page.
Re-mulching of plant beds and individual plant mulch rings shall have a two-inch (2") non-
compacted layer of mulch applied during the months of November and May. Prior to the
19
Bid No. 05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance
1685
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re-mulching the Contractor shall turn, mix and if required remove a one foot (1 ')..wide three
inch (3") depth area of mulch and dirt from behind the back of curb around all medians.
Labor costs for weeding, turning, mixing, and removal of the existing mulch and for
placement of new mulch shall be per Unit Cost as indicated on the Proposal Page. Mulch
shall not be placed over utility boxes, irrigation heads or valve boxes that are located within
mulched areas.
General
Mulch material shall be purchased by Collier County under its Annual Contract and
coordinated with the Contractor for delivery purposes.
E. MISCELLANEOUS SITE FIXTURE AND FEATURES
Entry signage feature, accent and roadway lighting fixtures, and benches shall be visually
reviewed weekly to determine if malfunction, damage or hazardous problems exist. A
weekly, manual operation of the accent lighting within Bayshore Drive medians is required
to verify proper operation. If any damages or improper operation are found or viewed,
immediate notification of the Contract Manager is required.
F. LANE CLOSURE
Lane closure for median maintenance shall be limited. Upon proper placement of lane
closed signs, pre-warning signs, arrow boards, traffic cones etc., the lane may be restricted
from traffic only during non-peak traffic periods 9:30 A.M. - 3:30 P.M., Monday through
Friday, and 8:00 A.M. - 5:00 P.M. Saturday and Sunday, unless otherwise approved by the
Contract Manager.
G. IRRIGATION SYSTEMS
This project site has subsurface irrigation and conventional pop-up sprinkler systems. All
services listed under this Section "II-G", shall be covered in the Contract Proposal item
"Irrigation System" cost under Basic Maintenance Functions. Contractor shall bid an hourly
rate to cover all irrigation items listed below for the subsurface type of systems and
conventional pop-up systems.
Subsurface Irrigation Systems:
No excavation or mechanical metal blade edging around plant beds shall be done
within these medians. Mechanical metal blade edging is permitted along the back of
curbing.
Contractor shall provide on call services to this project upon request of the Contract
Manager with regards to problems with the subsurface systems.
All labor costs to repair leaks or damage in the porous piping or minor PVC piping
20
Bid No. 05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance
1685
1
1
shall be covered in the Proposal unit pricing_ Material costs shall be on a cost plus
percentage basis. The Contractor shall be responsible for acquiring the replacement
parts necessary for repairs. Contractor shall use only County approved replacement
parts.
Contractor shall maintain on staff at all times a porous pipe system trained or
subsurface system technician, approved by the Contract Manager, for maintaining
the systems.
Weekly Service Requirements:
1. A visual inspection of the subsurface irrigation systems shall be performed weekly to
determine if the systems are functioning normally and if cuts, leaks, piping damage,
or flooded areas exist, and repair as necessary. This shall also include review and
re-setting of the controllers and in-ground moisture sensor adjustments or other rain
sensing devices as needed.
2. System Computer I Controller
a. Operate, adjust, and set controller to provide proper operation of the systems.
b. Diagnose and repair electrical and mechanical malfunctions.
c. Monitor and adjust the system zones moisture levels based upon moisture sensor
readings.
d. Operate controller on automatic, manual and single trip operation.
e. Monitor controller standby battery backup and replace as required.
3. Automatic Control Assemblies and Quick Coupling Valves
a. Review control valve assembly and by-pass system for proper settings.
b. Open zone control valve assemblies and quick coupling valve boxes to review
valves for leaks; pressure gauge operation; proper settings and are clean of
debris or mulch.
4. Pump Sites (If Applicable)
a. Inspect for proper operation.
b. The Contractor shall record and provide to the Contract Manager the well water
flow meter readings for the two well locations on the General Maintenance
Report Sheets.
5. All cuts, leaks or other piping damage found to be caused by the grounds
maintenance personnel or subcontractors performing services in the landscape
areas shall be repaired immediately at no cost to the County.
6. Within all work areas the Contractor shall review the plant material and turf for dry
conditions and if found, advise the Contract Manager and correct the problem
immediately.
7. Review system water source connections to include water meters, backflow preventers,
gate valves, points of connection and main lines for proper operation.
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Bid No. 05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance
1685
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Monthly Service Requirements:
1. Automatic Control Valve Assembly
a. Manually operate valves, and clean valve assembly filters.
2. Backflow Assembly
a. Review assembly for proper operation and clean filters as needed.
3. Quick Coupling Valves
a. Review boxes and operate valve.
4. Pump Sites (If Applicable)
a. Once a month, the Contractor will trouble shoot each pump station, checking
amperage draw and document the results for future reference. A copy of the
results shall be supplied to the Contract Manager.
b. Manually run the system to ensure proper coverage and that no sprinkler heads
and nozzles are spraying onto the roadway. Clean and adjust sprinkler heads and
nozzles and irrigation shields to ensure proper coverage.
c. The Contractor will check all zone wiring and solenoid conditions through the use
of an OHM meter and document the results for future reference. A copy of the
results shall be supplied to the Contract Manager. .
d. The Contractor shall provide to the Contract Manager the recorded well water flow
meter readings for the two well locations on the General Maintenance Report
Sheets.
5. Manually run the system with open flush caps and review sprinkler head indicators
located at the end of zones.
6. Review pressure gauge readings at control valve assemblies for each zone, as well
as gauges located at the end of zones where present to determine the system and
porous piping is functioning properly.
7. Check, analyze and adjust flow control devices as required.
Quarterly Service Requirements:
1. Review all subsurface system piping, valve assemblies, wiring, moisture sensors
and controllers for overall general operation and provide adjustments as required to
assure proper operation and irrigation application.
Conventional Pop-up Irrigation Systems:
Weekly Service Requirements:
1. Each median and side right of way zone shall be manually turned on at the valve to
ascertain proper operation of the system.
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Bid No. 05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance
1685
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1
1
2. Repair system for any blown-off beads, broken lines or leaks around heads or valves.
3. Check the controllers and rain sensing devices for proper operation and settings.
4. The Contractor shall further adjust all sprinkler heads to ensure that all landscaped
areas receive one hundred percent (100%) irrigation coverage.
5. Within all work areas the Contractor shall review the plant material and turf for dry
conditions and if found, advise the Contract Manager and correct the problem
immediately.
Monthly Service Requirements:
1. Manually run the system, clean and adjust sprinkler heads/nozzles and irrigation
shields if existing as necessary to ensure for proper coverage and that there are no
sprinkler heads/nozzles spraying directly onto the roadway or sidewalk areas.
General Service Requirements for Irrigation Systems:
1. Should South Florida Water Management District or other governing agency
establish water restrictions, the irrigation systems shall be inspected and all
controllers set to the mandated hours of operation set by the District or Agency.
Subsurface systems are exempt from water restrictions.
2. Replace defective heads or nozzles, install or replace defective risers and repair
minor breaks or restricted sprinkler lines.
3. Replace damaged valve boxes/lids if caused by the Maintenance Contractor.
4. Inspect, clean and replace, if necessary, screen/filters within the sprinkler heads.
5. Use only County approved replacement parts, and use only matched precipitation
head replacements. Sprinkler heads if needed to be replaced, shall be supplied by
Collier County.
6. Keep all grass and mulch out of all valve boxes. All valve boxes in sod areas are to
be kept at sod level. All valve boxes in plant beds are to be kept two inches (2")
above finished mulch level. Inside of all valve boxes shall be kept clean, and the
valves shall be kept one hundred percent (100%) accessible.
7. Upon issuance of a "Notice to Proceed", the Contractor shall review all irrigation
systems and notify the Contract Manager of any existing problems.
8. One hundred percent (100%) irrigation coverage shall be maintained within all
irrigated landscaped areas while this Contract is in effect.
23
16B5
<4
Bid No. 05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance
.9. Notification to the Contract Manager is required when acts of vandalism or accidents
have occurred to the irrigation system. Photos shall be taken and provided to the
Contract Manager at no added cost.
MISCELLANEOUS IRRIGATION MAINTENANCE RESPONSIBILITIES
1. Should the temperature be forecast to be below thirty-four (34) degrees, the
Contractor shall be responsible for turning the irrigation system off in order to protect
plants from possible freeze damage.
2. It shall be the Contractor's responsibility to notify the Contract Manager of any
irrigation problems or additional irrigation maintenance needs.
3. Major repairs to the irrigation systems include repairs to valves, controllers, electrical
wiring, main lines and costs of materials will be considered as additional expenses
to the Contract and must be approved by the Contract Manager prior to such repairs
being performed unless an emergency condition exists requiring immediate repair.
Minor repairs include replacement of heads and nozzles, installation or replacement
of risers, repair of minor/lateral pvc piping breaks or subsurface piping or restricted
sprinkler lines, replacement of damaged valve boxes/lids, rain shutoff devices and
bypass switches necessary for proper and safe operation of the systems.
4. Should additional costs be involved which are not covered within the Contract
Specifications, a Unit Cost shall be agreed to by the Contractor and the Contract
Manager prior to additional services being performed.
5. The irrigation service personnel shall have on-site two-way hand-held
communications during all services and/or inspections.
6. The irrigation service personnel must trouble shoot time clocks, I.e. power-in 110
volt and 24-volt fuses, 24 volts output when necessary.
7. The irrigation service personnel must trouble shoot any pump start relay, main fuses
and capacitors when necessary.
H. PRESSURE CLEANING AND BRICK PAVERS
All sidewalk and median brick paving, including bridge appurtenances such as decking,
planters, benches, and railing shall be pressure cleaned twice per year in April and
November, to remove marks, gum and other dirt that may be deposited on the surface
areas. Sealing of the paving areas shall be at the direction of the Contract Manager on a
time and materials basis.
Upon finding damage to brick pavers, an immediate notification to the Contract Manager,
or his authorized representative is required. Upon finding damaged areas, the Contractor
shall clean-up debris if present, and/or flag off the areas with protective barriers and/or
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Bid No. 05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance
1685
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high visibility hazard tape. The Contractor shall submit a proposal as soon as possible for
the repair or replacement of the damaged brick paving areas. Repairs to the brick pavers
will be considered an additional expense to the contract. The additional expense shall be
charged as a time and materials billing with the bricks being provided by the County. All
additional expenses must be pre-approved by the Contract Manager prior to additional
services being performed.
I. TRASH RECEPTACLES
Servicing of the four (4) trash receptacles is required three (3) times weekly and shall occur
Mondays, Wednesdays and Fridays. A service shall include emptying trash receptacles,
removal of trash to a proper landfill site, supplying each receptacle with a proper fitting
trash bag or liner, and removal of any trash around the receptacles
J. EMERGENCY LANDSCAPE MAINTENANCE SERVICES
The Contractor agrees by submittal of its bid that the listed services Unit Costs in the
Proposal Pages under this Contract shall also be made available to the County on a
temporary basis as emergency landscape maintenance services. The contracted services
within these specifications and contract may be required to be temporally performed at
another project site located within Collier County. The Emergency Services item's costs
shall be based upon this project's square foot areas and bid Unit Costs converted to
square foot costs as listed in the specifications and contact Proposal Pages and agreed to
by both parties.
If additional travel expenses are determined to be necessary for travel to an Emergency
Services project site, the Contract Manager and Contractor will determine the amount of
hours to be billed at the hourly rates listed under "General Services" of the Proposal.
K. TURF ORIGIN AND QUALITY
All turf supplied shall be "Nursery Grown" or "Field Grown" for the purposes of sodding and
shall be a "Premium Grade Sod" as specified below. The sod shall be cut, delivered and/or
laid in accordance with the following specifications or the most current and accepted
Horticultural Industry's Standards and Practices whichever is more restrictive.
All sod shall be delivered to the site and be accompanied with a delivery ticket listing
quantity, origin and date and time the sod was cut and loaded. Sod shall be delivered at
the specified site within a twenty-four (24) hour period after field cutting and shall be laid
within a forty-eight (48) hour period after field cutting. Sod being transported for a time
period greater than one (1) hour shall be covered during transport.
The Contractor acknowledges that acceptance of any sod at anytime of a Grade other than
the Premium Grade specified in this Contract shall not establish a lessor standard or
relieve the Contractor from providing the Premium Grade sod as specified for the duration
of the Contract period.
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Bid No. 05-3689 - Bayshore Beautification MSTU Roadway Grounds Maintenance
1685
Premium Sod
Sand Grown: Turf grown on 90% natural sand.
Muck Grown: Turf grown on soil containing 50% or greater amounts of organic materials
by volume.
Each sod pad shall be insect and disease free, vigorous and have healthy green color in
appearance. The top growth (grass blades or foliage), shall have no more than ten percent
(10%) chlorosis within the top growth and contain no thatch or dead vegetation layer within
each pad. Sod shall be weed free, but in no case shall the weeds exceed two percent
(2%) of the total sod pad.
Pad Size: Individual sod pads shall be cut to industry standard widths and lengths with a
deviation no greater than +/- five percent (5%). Broken or uneven ended pads will not be
accepted.
Pad Thickness: Thickness of the cut sod shall be to the industry's standard, but in no case
shall the thickness of the soil be less than one inch (1 ") in depth for St. Augustine and
Bahia grasses.
Strength of Pad: Standard size pads shall be mature, well rooted and contain a soil layer
thick enough to provide a strength that will support the pad's weight and maintain it's size
and shape when the pad is suspended vertically by hand on the upper ten percent (10%)
of the pad section without tearing apart.
Moisture Content: The sod soil shall contain enough moisture so that the soil is not
excessively dry or wet. In no case will the sod be accepted if the soil layer becomes
hardened, loose so not to hold it's shape and/or hydrophobic in nature.
L. QUANTITIES
The Quantities listed in the Contract Proposal are approximate and are for the purpose of
bid evaluation. The County reserves the right to order such quantities as may be required
during said period, but does not guarantee any minimum or maximum to be ordered during
the period specified.
26
Biq No. 05 -3689 Bayshore Beautification MSTU Roadway Grounds Maintenance
Board of County Commissioners
Collier County, Florida
Purchasing Department
- 1685
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BIDDERS CHECK LIST
IMP 0 R TAN T: Please read carefully, sign in the spaces indicated and return with your bid
proposal.
Bidder should check off each of the following items as the necessary action is completed:
1. The Bid has been signed.
2. The Bid prices offered have been reviewed.
3. The price extensions and totals have been checked.
4. The payment terms have been indicated.
5. Any required drawings, descriptive literature, etc. have been included.
6. Any delivery information required is included.
7. If required, the amount of bid bond has been checked, and the bid bond or cashiers check has
been included.
8. Any addenda have been signed and included.
9. The mailing envelope has been addressed to:
Purchasing Director
Collier County Government Center
Purchasing Building
3301 East Tamiami Trail
Naples, Florida 34112
10. The mailing envelope must be sealed and marked with:
. Bid Number
. Bid Title
. Opening Date
11. The bid will be mailed or delivered in time to be received no later than the specified opening
date and time. (Otherwise bid cannot be considered.)
ALL COURIER DELIVERED BmS/RFPS MUST HAVE THE BID/RFP NUMBER AND TITLE ON THE
OUTSIDE OF THE COURIER PACKET.
~dw
r:a~ '
Signature & Title
/ I - JO - oLf-
Date
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Bid No. 05 -3689 Bayshore Beautification MSTU Roadway Grounds Maintenance
1685
CONTRACT PROPOSAL
DATE DUE: November 22, 2004 @ 2:30 p.m.
Board of County Commissioners
Collier County Government Center
Naples, Florida
RE: Bid No. 05-3689 "Bayshore Beautification M.S.T.U. Roadway Grounds Maintenance"
Dear Commissioners:
The undersigned, as BIDDER, hereby declares that he has examined the site of the work and
informed himself fully in regard to all conditions pertaining to the place where the work is to be
done; and that he has examined the Specifications for the work and the Documents hereto
attached. The BIDDER further declares that the only persons, company or parties interested
in the Proposal or the Contract to be entered into as principals are named herein; that this
Proposal is made without connection with any other person, company or parties making Bid or
Proposal; and it is in all respect fair and in good faith, without collusion or fraud.
The BIDDER further certifies that he has familiarized himself with the Federal, State and Local
laws pertaining to the type of work proposed.
The BIDDER proposed and agrees, if this Proposal is accepted, to Contract with the OWNER
in the form of Contract specified, to furnish work in full, in complete accordance with shown,
noted, described and reasonably intended requirements of these Specifications, Contract
Documents and all Addenda thereto for the following Unit Prices:
Any discounts or terms must be shown on the proposal form. Such discounts, if any, will be
considered and computed in the tabulation of the bids. In no instance should terms for less
than (15) days payment be offered.
Prompt Payment Terms: 0 % 0 Days; Net 30 Days
Addenda received (if applicable): #1 ./" #2/ #3 V
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Bid No. 05 -3689 Bayshore Beautification MSTU Roadway Grounds Maintenance
1685
I. BASIC MAINTENANCE FUNCTIONS.
Cost to Pertorm Basic Maintenance Functions as follows within Area #1:
Function
Oty.
Unit
Unit Cost
Total Cost
Mowing & Edging
52 Ea.
$ jCfO.Cf) S-.98<30,CC
Irrigation Systems
a. Subsurf~ce systems
b. Pop-up systems'
c. Materials--Cost Plus
416 hrs. Ea.
208 hrs. Ea.
$35iCO $ ii./5bO,OO
$~.OO $ ~;;lt/,CO
;1.5 %
T rafflc Control
52
Ea.
$~ $ .;)y:D,cD~
$ J i~, (;{) $ b {3[,... 00
~..l5.d2Q,.. $ 130,00
$. 7.5.cD- $~CC).ro.
$ J../;;J..fX) $ .;l/841CC>
$ 45"3G tf, 00
Weeding
52 Ea.
Trimming & Pruning
52 Ea.
Trash Removal
52 Ea.
Street Cleaning
52 Ea.
SUBTOTAL "A" (Annual costs):
SUBTOTAL "A" (divided by 12 months) Monthly Total
$ 3g J..:2 100
II. Site Specific Maintenance Functions as follows:
A. FERTILIZATION (County will supply granular fertilizer)
Function Otv.
Unit
Unit Cost Total Cost
Turf, Groundcover, Shrubs, 201 Bags
Palms and Canopy Trees
Ea.
$ 3,c;D $ W3.CO
Perform Sequestrene Iron
Drench Application
4 Ea. $ 2<B7.00 $ II tfg . CCJ
6 Ea. $ J50.cO $ qCO,ct)
SUBTOTAL "B" $ d.C5f,{)()
20-20-20
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Bid No. 05 -3689 Bayshore Beautification MSTU Roadway Gr01.mds Maintenance
1685
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B. ORNAMENTAL SPRAYING
Function Qty. Unit Unit Cost Total Cost
Turf Area:
Insecticides & Fungicides 12 Ea. Appl. $ q-g,OO $ //7&.,00
AC 13-0-0 plus 6% iron
Herbicides 6 Ea. Appl. $ 1'80,00 $ 1080,00
AC 13-0-0 plus 9% iron
Groundcover, Shrubs & Trees:
Insecticides & Fungicides 12 Ea. Appl. $ / /~CO $ /360,.00
AC 13-0-0 plus 6% iron
Herbrcides 6 Ea. Appl. $ ;;J.iDl 00 $ IJ-GO.OO
AC 13-0..,0 plus 6% iron
SUBTOTAL "C" $ 4~qfe.~OD
C. MULCHING OF PLANT BEDS
Function Qty. Unit Unit Cost Total Cost
-,,-'
Application (May & Nov.) 6,214 Bags Ea. $ ..90 $ Lf17JI ).0
O. MISCELLANEOUS SITE FIXTURES AND FEATURES
Function
Qty.
52
Unit
Unit Cost
Test and Inspect
Week
$.:20, DO
E. CANOPY TREE AND PALM PRUNING
Function
Oty.
Unit
Unit Cost
Canopy Trees: - (April and September)
Dahoon Holly 41
Green Buttonwood 125
Gumbo Limbo 14
Loblolly Bay 17
Mahogany 53
Oaks 63
Ea. Cut
Ea. Cut
Ea. Cut
Ea. Cut
Ea. Cut
Ea. Cut
$ I.()()
$.:1;00
$ if 00
$ }ioC
$ 5100
$3.00
SUBTOTAL "0"
Total Cost
$/dlDilCO
Total Cost
$ t./-liOC>
$ ~.tfJ d5D
$ /4-,00
$ l{tce>
$ ;2b5,CXJ
$ ,.gq ,CD
$ 71~ttXJ
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Bid No. 05 -3689 Bayshore Beautification MSTU Roadway GrOl.mds Maintenance
1685
.ft
Palms:- (June)
Foxtail (Self-Cleaning)
Royal (Self Cleaning)
Sabal/Cabbage
Solitaire (Self Cleaning)
22
118
117
52
Ea.
Ea.
Ea.
Ea.
$ I, 00
$ j r:-D
$Ir, rOD
$1,00
$ ;)..:l. I 00
$ Ilg 100
$ /g7J. ,c6
$ ~ lDO
SUBTOTAL "Eu
$;~cx.4,06
F. Pressure CleaninQ and Brick Pavers
Function
Qty.
Unit
Unit Cost
Total Cost
Pressure Clean (Approx.) 40852 sq. ft. 2
(Apr. & Nov.)
$ :l.ct::O. CO
$ 4c:co,oo
G. Trash Receptacles
Function
Total Cost
Qty.
Unit
Unit Cost
Service (4) Receptacles
Service (4) Receptacles
Service (4) Receptacles
52
52
52
Monday
Wednesday
Friday
$ 4.bD
$ 4.C;O
$ Lj.oO
$ ~:OO
$ X$,OO
$ dC>$,oO
$ t;.,.).Lj. CD
SUBTOTAL "G"
H. Banners Installation and Removal
Function
Qty.(times a year) Unit
Unit cost(per Banner)
Total Cost
Put up/take down banners 3
108
$l,,60
$ [,q.8. 00
III. SUMMARY OF ANNUAL COSTS
Basic Maintenance Functions
(Subtotal "A" Annual Costs)
$ 45u4.00
Site Specific Maintenance Functions for:
Miscellaneous Site Fixtures and Features
$ ;zc;.6j ,ro
$ Ii .gqt; ,06
$ t.fq7/, ;;lo
$ /0(0.00
~':t
Fertilization (Subtotal "B")
Ornamental Spraying (Subtotal "C")
Mulching of Plant Beds
Bid No. 05 -3689 Bayshore Beautification MSTU Roadway Grounds Maintenance
Canopy Tree Subtotal ("DUx 2)
Palm Pruning (Subtotal "E")
Pressure Cleaning and Brick Pavers
Trash Receptacles (Subtotal "G")
IV. TOTAL BASE BID
1685
$
$
$
$
/5~~iOO
;loCL(.C()
4oCO.oo
G:,,;; c.f. (!;.()
$ t, 7(,. l,-:J. ,- "J.D
(Written ~ ~ ..~ f) Jf) ~
Amount) .s~l LJ.Lu-e, " ~ D t) Dl"t{ ~ ~ c~s.
v. TOTAL MEN (Crew Size) TO PERFORM SERVICES
(Minimum 4 person crew required per week)
Per Week
1-/
ESTIMATED TOTAL MAN-HOURS TO PERFORM REQUIRED SERVICES
(The Contractor shall submit the amount of man-hours that they intend to provide to this
Contract on a weekly basis.)
Hours Per Week 37
VI. ADDITIONAL LANDSCAPE MAINTENANCE SERVICES
Should additional work of the following description be required, adjustment will be made to the
Contract Sum at the following Unit Prices, which shall include all expenses, including overhead
and profit.
A. GENERAL SERVICES
labor (per man-hour)
Supervision (per man-hour)
I rrigation Labor (per man-hour) only
Irrigation Supervision (per man-hour)
Rental cost per day of a 4,000 gallon tanker with Operator
with required operator license.
$ ~5Io()
$ 33, CX)
$ 35,00
$ 50,06
$ . 9co, C()
~4.
Bid No. 05 -3689 Bayshore Beautification MSTU Roadway Grounds Maintenance
B. PLANTING SERVICES
1685
..
These services shall be activated in the event that damaged or dead plant material requires
replacement and/or landscape areas require minor renovations. Quotes requested for items
under this Section generally shall be for small quantities. The Contractor shall bid installed
Unit prices which includes materials and labor required for the installation and watering until
establishment or irrigation system is providing coverage.
All plant material provided shall be Florida #1 or better as specified by the Department of
Agriculture's "Grades and Standards for Nursery Plants" Volumes I & II latest edition.
ITEM
1.
Mulch
Shredded Cypress Bark, Grade "A", 2" depth
Eucalyptus, Grade "A", 2" depth
Designer red mulch, Grade "A", 2" depth
Pine straw, 3" fluffed depth
Washed shell, 3" depth
2.
Plants
a. 4" Container, Annuals / Perennials
Begonias, Impatiens, Lantana, Pentas
Purple queen, Dune sunflower, etc.
b. 1 Gallon Container
African Iris
Coontie
Day-lily, evergreen variety
Fla. Gama grass
Juniper 'Parsonii'
Liriope 'Evergreen giant'
Purple queen
Spider lily
c. 3 Gallon Container
Cocoplum 'Horizontal'
Coontie
Dwarf bougainvillea
Fakahatchee grass
Florida privet
Fountain grasses
!lex 'Schellings dwarf
Indian hawthorn 'Alba', white
Ixora 'Nora grant'
Dwarf Ixora
Juniper IParsonii'
Unit
sq. ft.
sq. ft.
sq. ft.
sq. ft.
sq. ft.
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
Unit Cost
$ /d90
$ I 1;.5
$/,75
$ I ,co
$i,5o
$ d ,co
$ S,CC)
$ ;) t 00
$ ;;" .00
$ 9,06
$ 5 ,00
$ K. 00
$ 5,co
$ 5,cO
$ I~ (cO
$.?5,CC
$ J.) .00
$ J -4 . 00
$r:J,co
$).) ,DO
$ I;).. 00
$ f,}. ,00
$/.J.,CO
$1;)100
$id'CO
35
Bid No. 05 -3689 Bayshore Beautification MSTU Roadway Grounds Maintenance
ITEM
Spider lily
Thryallis
Turnera 'Yellow Alder'
Wax myrtle
Saw palmetto
Sea oats
Silver buttonwood
Simpson stopper
Varigated pittosporum
Walter's ViburnUm
Unit
each
each
each
each
each
each
each
each
each
each'
d. 10 Gallon Container
Bottlebrush 'Red cluster'
Cardboard palm
Cattley guava
Crinum lily
Crape myrtle
Hibiscus standard
King sago
Ligustrum
Myrsine
Silver buttonwood
Simpson stopper
Wax myrtle
Varigated pittosporum
each
each
each
each
each
each
each
each
each
each
each
each
each
e. 30 Gallon Container
Bottlebrush 'Red cluster'
Cassia
Crape myrtle
Dahoon holly
Holly 'East palatka'
F oxtail palm
Ligustrum
Live oak
Mahogany
Magnolia
Red maple
Orange geiger
Slash pine
Tabebuia'lpe'
Wax myrtle
White geiger
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
1685
.
i
It
Unit Cost
$ 11,00
$;3.00
$/ .r)r60
$ I ~ I DO
$ 35, DO
$/5100
$ i)' ,co
$ iCJ.ot)
$idlOO
$ 13.DO
$ leo, CO
$IIO.CO
$/CsO,CO
$/CO,cD
$/G'Od50
$ f ),('L CO
$ (COreL)
$ICT) ,60
$'/W,d:)
$/C(J;OO
$ICOIOO
$/co,oo
$ICO.CO
$ ?JD. CO
$~rcD
$,)40, CO
$ ,:).l..{!')d!) ()
$3;1.<00
$y<.DO
$ 375r CD
$?-4-D. DO
$JJ.-IDtDO
$:J..40:CO
$;)LJD.C>D
$:37~6D
$.;4.iDb6
$240.00
$J.LlO, D6
b7~DO
36
Bid No. 05 -3689 Bayshore Beautification MSTU Roadway Grounds Maintenance
ITEM
f. 65 Gallon Container
Bottlebrush 'Red cluster'
Crape myrtle
Dahoon holly
Holly 'East palatka'
Foxtail palm
Ligustrum
Live oak
Mahogany
Magnolia
Red maple
Orange geiger
Slash pine
Tabebuia'lpe'
Wax myrtle
White geiger
3. Palms
Saba I palm (10' to 20' CT.)
Saba I palm (10' to 20' Booted)
Key thatch palm (6' to 7' HT., field grown)
Ribbon palm (6'to 7' HT., field grown)
Royal palm (10' to 18' CT.)
Carpentaria palm (16' CT.)
Washington palm (30' CT.)
Solitaire palm single (10' to 18' CT.)
Solitaire palm double (10' to 18' CT.)
4. Canopy Trees
Live oak (100 gal. Cont., 4"-5" cal., 16'ht.)
Live oak (200 gal. Cont., 6"-8' cal., 20' ht.)
C. LIQUID FERTILIZATION APPLICATION
Unit
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
each
1685
Unit Cost
$ l.fCO d50
$ LfCb,oD
$ 4co.c;O
$ 4CO,60
$Uto,oO
$5co/60
$~/D6
$ &a> ,CD
$ 5CO, CD
$5'm,oo
$ LfCDIOO
$/JCO.OO
$ 'Im.DO
$4CO,cD
$ 5:D,CO
$ ;}CO .DC;
$ J.45 ,CO
$!5co/CC>
$ 5.s:JO I 00
$/3CD,CD
$jcm.CO
$i;2a?,C()
$CfCO/DO
$/ (Y:O. CO
$ / !ct),o-o
$,J...8CO ,00
Apply Peters 20-20-20 at 10 pounds of material per 100 gallons of water with Ferromec AC
13-0-0 plus 6% Iron at 1/3 gallon of material per 100 gallons of water.
Turf
Planting Beds
D. SOD SERVICES
Unit
per sq. ft.
per sq. ft.
Unit
per sq. ft.
Unit Cost
$ ..Ob
$ I Db
Unit Cost
$ .CL5
37
1685
"
'J
Bid No. 05 -3689 Bayshore Beautification MSTU Roadway Grounds Maintenance
.
Removal of existing sod/weeds with sod cutter or by hand and prepare soil/area to the
proposed finished grade suitable for new sod (Includes one herbicide treatment and all
landfill tipping fees).
E. SOD / TURF GRASSES
Delivered, off-loaded, fine graded for sod, laid in place, rolled and trim edges as necessary:
Sod cost for areas with subsurface irrigation systems will require daily supplemental top or
hand watering until the subsurface irrigation system provides adequate watering (approx. 3
weeks) .
Sf. Augustine
Unit
1.
Floratam:
Muck grown
Sand grown
per 500 sq. ft. pallet
per 400 sq. ft. pallet
2.
Palmetto:
Muck grown
Sand grown
per 500 sq. ft, pallet
per 400 sq. ft. pallet
3.
Bitter blue:
Muck grown
Sand grown
per 500 sq. ft. pallet
per 400 sq. ft. pallet
Bahia
1.
Argentine:
Sand grown
per 400 sq. ft. pallet
VII. ALTERNATES
Street Sweeping
12 Ea.
Conventional Subsurface
Irrigation Irrigation
Unit Cost Unit Cost
$...2~.co
$~ct),cD
$ l-ito,OO
$ 3~/C6
$;tS6,W $ 400,00
$.J46.W $ -3'10. CO
$07 gO loD
$..2!:OICO
$ l--f30r CD
$ HcD,CO
$;1eD,DO $ 3tOloD
$;1..50.60 $_3tX:O,60
SUBCONTRACTORS TO BE USED: (In no instance may subcontractor(s) perform more than
49% of the Total Bid amount)
Name
Name
Name
:I-~ \~0Je.--
(Spraying)
'>~ \Jo~
(Irrigation)
f) '.' '\
-r f'C....( ...L ~ ;,0"-,,
(~1:- S.JeaP
Phone
Phone
SCtt-2C;~5
Phone
38
Bid No. 05 -3689 Bayshore Beautification MSTU Roadway Grounds Maintenance
1685
..
Documentation enclosed:
. Copy of current Landscape Contractor's License.
or Unlimited Landscape Contractor's License.
. Verification of current projects in landscaping
maintenance business.
. List of owned and/or leased equipment.
. Documentation of minimum three (3) years
experience within Southwest Florida.
· ehoto ancf/pr rncu)ufacturer's~b[ocbur~
with specifications of street sweeping
equipment provided.
. Proof of M.O.T. Certification
. The name, IRS W-4 form and of the firm's
Employee qualifying
1 yes no
~yes no
~yes no
yes no
J yes
""I Yes
~Yes
no
No
No
The Service to be furnished by us is hereby declared and guaranteed to be in conformance
with the specifications of Collier County.
The undersigned does agree that should this Proposal be accepted, to execute the form of
contract and present the same to the County Purchasing Director for approval within fifteen
(15) days after being notified of the awarding of the Contract.
The undersigned does further agree that failure to execute and deliver said forms of contract
within fifteen (15) days, will result in damages to the County.
IN WITNESS WHEREOF, WE have hereunto subscribed our names on this ,;{f) day of
~w ,2004 in the County of Coll,-gL , in the State of FLof'1 f':::. 4- .
(~L.er-OUMd~(~S 5dvic.ES J:::uc,
Bidder's Complete Legal Name
Circle on~ Sole Proprietorship,
Partnership
Phone No. ,;J.:Y1- 1?~{-347'::<
FAX No. ;Z3c::t - 5q 7 --73(".5
/C;o7 rn-lrFCt-Y- Llrc~
Address
NA(Jks FL.., .3 Lot {O 4'
~City, State, Zip
BY ~ <;,.t::.~~
E_ _~,
Typed and Written Signature
39
~~. .~
November 8, 2004
BU5~Dess R~fi3rence5:
CoBler County
CD!1tact
JeSEe KG:!'!":!":::: 4.55....7299
Jobs - Wells and Facilities
CatHer County
Contact - R!ch T?'c~ne 591.-1J31.!
Jot-s - CoH!er i2c~:!t; Wastewater CoHecnDns
co~ne!" CDU!:~f Parks End Recreatic::
Cantact - Robert George 774-8965
Job - Lake Trafford Cemetary
~:;7 ?dic.ax Chcie
~;t!~es f!. 341D9
941-821-3472
9.:11-597-7365 fax
gzJS@napies.1et
1685
.;J
.j
"
1685
Wellesly Inn Naples
Contact - Sandy Schaeffer 793-4646
Job - Hotel on 5th ave.
Windsor Bay Colony
Contact - Vince McCormish - 592-9646
Jobs - Windsor Bay Colony
Marco Y.M.C.A.
Contact- Cindy Love 394-31.44
Jobs - Fairfield By Marriott
Olive Garden Restaurant
Contact - Debbie Louger
Jobs - Olive Garden Restaurant
Personal Information :
Aaron Gross, Owner
B.S. Landscape Contracting - Mississippi State University 1.985
licensed Irrigation Contractor
Previous Management Experience - Marvin's Garden Landscape Ser. 8 yr.
Environmental Care California and Florida 7yr.
lU.al'ifi.er' .Ce.rtifi.catiora....lnform,ation
JPR2-307 -Qualifier ee~tificatibnIhformation
::>llier County BoardofCountyComrnissioners
:>-pllls for Windows
Printed on
1685' ;~
,~
8/612004 4: 56: 33PM
:ERT NBR:
18632
QUALIFIER NBR:
11774
AARON S.GROSS
;LASSeODE: 4230
LANDSCAPING.^uNriIMITEDCDNTR .
COUNTYGOMP CARD:
3TATE.NBR:
STATE EXP
l:IIABEXP
8+112005 .
we EXP
()RIG ISSD RENEWAL EXPIRES
'81[F199,~~; . . 9/30/2.00'15 ..'
we EXEMPT: y OL EXEMPT: N
EXEMPTEXP!1p.TE: ell0/~Q05
.~~
'DBA:
GROUND Z,?ROLANbSCAPING SERVIC
.. - ,~- <
ADDRESS.: . '1907FAIRFAXC!RCLE
'~f-".
businesslJ.icen.slngi3IlQ.:i::e([liir$ntents . ..'
County files . This includes alIinsu.rance
COLLIER COUNTY OCCUPATIONAL LICENSE TAX L1CE]SE4iUlO:1
COLLIER COUNTY TAX COLLECTOR - 2800 N. HORSESHOE DRIVE - NAPLES FLORIDA 3411- Q 8-24
VISIT OUR WEBSITE AT: www.col1iertax.com
THIS LICENSE EXPIRES SEPTEMBER 30, 2005
DISPLAY AT PLACE OF BUSINESS FOR PUBLIC INSPECTION
FAILURE TO DO SO IS CONTRARY TO LOCAL LAWS.
90~r6
OCATION: 1907 FAIRFAX CIRCLE
ONED: HOME OCCUPATION
USINESS PHONE: 597-7315
OUNTY L1C: 18632
i ,
f() ,
!' ,
f "
I:
l
\".,~~' .
~UMBER OF EMPLOYEES: 1-10 EMPLOYEES ,,\"
~LASSIFICATlON1ANDSCAPING UNLIMITED CONTRActo~A '1!t,
~LASSIFICA TlON CODE: 02106901 '.
,,;.....'!Ifi'" ~...'j~" ., ",\~UND ZERO LANDSCAPING SERVICES, INC.
""''''''';;:''r'\~ ~~SS, AARON S
""1"'1
l 1907 fAlRFAX CIRCLE
,J NAPLES
,f
I
~
,If
". I#'
...."!Iif..-'
FL
34109
.,
:~;
"t,,:;-
r.-t;y
DATE 0811012004
AMOUNT 36.00
RECEIPT 1301.14
~e~
-~----.-----:-.~-._----~---.---- .----- -----.--- - .~----_..- -- ,..-.--- -------~---- .'.--- ~.- -- "._.-'- ---~--.
his document is an occupational license tax only. This is not cerf
t does not permit the licensee to violate any existing regulatory zoni
lor does it exempt. the licensee from any qther license or permits that may b6
1685
.
GROUND ZERO LANDSCAPING SEVICE INC.
Equipment List
2 Exmark 62" zero tum mowers
3 Z turn 60". Mower
1 52" walk behind mower
1 Kubota Tractor w 6' Bushhog
4 GMC Trucks
1 Mustang 940 Skid Steere
4 trailers
6 weed eaters
5 blowers
6 edgers
1 50 gallon spray rig
2 chainsaws
All Equipment is owned Not Leased
{
I
STATE OF FLORIPA
~ of fIgrim1bIrt lDIb CAusUltltt ~
BUREAU OF ENTOMOLOGY &. PEST CO~lROL
COMMISSIONER
'Si~
ATIACHPHOTO ON REVERSE
1685
i
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f
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tJ en
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f. J J
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.
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1
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~
:
L685
1<t
.
.
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...
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a Control number
C Employer's name, address, and ZIP code
GROUND ZERO LANDSCAPE SERVIC
1907 FAIRFAX CIRCLE
NAPLES. FL 34109
d Employee's social security number
e Employee's name. address, and ZIP code
AARON .
1907, FAIRF6X
NAPLES,
GROSS
CIRCLE
FL 34109
15 Slate Employer's st;.te 10 number 16 State wages, tips, etc
---1---------- ----------
FDWA0124 07/18/03
161/B
b Employer identifICation number 59- 36 9377
1 Wgs, tips, other comp 2 Fed inc tax wift1held 3 Social security wages
15000.00 2700.00 15000.00
4 SS tax withheld 5
930.00
7 Social security tips 8 Allocated tips
10 Depdnt care benefits
13
Statutory employee D
Retir~;ent plan .. D
Third-party sick pay
17 State income tax
Medicare tax withheld
217.50
Advance EIC payment
11 Nonqualified plans a
I
14 Other 12b
I
12c
I
12d
I
18 Local wages, tips. etc 19 Local income lax
Form W-2
Wage and
Tax
Statement
2003
Copy B To Be Filed
with Employee's
FEDERAL Tax Return
This information is
being furnished to
the Internal
Revenue Service.
20 Locality name
Department of the Treasury - Internal Revenue Servic
,.... -:: -:-::..=7.-:-:-.="'=:_..~.,_~ .~_.= "'"""::_.=. ~ -:-c ~ ~ ~ - -=- =".'=-~' ~!=::::."'" - -...........---.-,.- _..__..- - - -.- ------
~. filM
SOMA u.mbsr
--
\1Rn4ow ChNming
Sc:2td\ & Stain ~
PrlJUtmtJ5teaM ~
Awnlng & Canopy QMrdng
Shutter Cleaning
Caulking &. HIgh RIse !..abor"
stroot sw..pmg
A"fTEN'I'd'CAAIDN GIlOSS
PR.OlBCT: an" OF
WEHEUaY SVJIMtt AN
~uloMi1 8'WII:&f:
~~
f'UfA3K NC11r ABO'VE fttICES
~PIUailS.& WlIE
0UR~w--. 'IBM I<<)DEU
snt1K\ YM."VUMING OYER
tOOIAlJSJ'SAlMUCHAS~
SCI'J(oMOU DJIIBI'STHANanB
EXCEED~AL
~ MlCHANlCSAMD
1IIID&_s,
ATNOEJCl'1t-'CIWlGEQolAN
<:W 1'H!t0lt0UlQ)0D{ BOR'fICUL:
onBlCQWAMIS.
WEADtlDUl'HWBSTfL(JIlUI)A'S
WlTHUIIS"[JWt rtfocerra
WI!. MA'BlrAIN ",J>>8I!tJO
~
S. w: FJOOdB"s LlJIflftsl
~B./
F~~ F".~>q'-'>t..~
Naples: 591-2525
F~. Myef"s: 251 ~7772
Chal"lotte: 575-7700
F3S;: 591-3188
5515 Y ahl Str~t
Napl~. FL 34109
&n.oII: Predtr..~ar
WebslI4t: _.~deim~""
COVE~ SHEET
TELEFAX TRANSM,!' TAL
PHONEI 597-1165
CEI..U 121~3m
FAXfi.S97-1365
'ANY:GROIJi!Q} ZDO lANI18CAf'INC SEltVlCE.INC.
f'R.OM= a.ARENCE BRANDT
:m FOR::SI1IEETSWEU'ING ~
dCtIIIIItdl .......... &, ~
PRICE PElt SWEEP
- ... - .~-:_.~ ~::
BASBD ON fREQlE1<<:IES PItOPOSS); LESS FltEQUENT S~i WIll. IlRAST1CAU.'f
sWtitiI'bIG WlU. ~l.'lIlCe- .~
2IIlOl'S. wrnt BIICX.-lJP(JI..tlBR ~W_ THEY ARE I~ ('t~.(X)J> AiR SWF.!'.PIH(i
M..!'.!t.. N()t" nm~ V.M:UUJl( ~ OUR ~ USR WnK"U
:mE8ItISBACX.Q\fTO~ ~.QUJt.SYSTEMISUPTO ~QUlf.Th"RANt)R,F.MllVf'S
'WI8t20Ul ~PMX stO'IIUS A1t.E6O'M>Q\Jlf.TER TIII\lII (}TUF.Jt SYSTI-MS AI.f.
1NCLUCING "mE 'NBW' ~ ItlVBR altDtNANCR ~ STAfF (3) FtU. TIMF. (r.RTIFWll
~ 8Qt1ALJNG OI*IlQWN'JlIlrIE.
D!IM!l.OI"MF.N1lI'CJU: ~1RU.. .~ON snE,IFDEBltlS lU'MOVAI. l"i
11ME& DUMPFBS PI..l.BUSfBt MILE. .
BASlSWEWlLLUSEOUllMECHANlCALBROOM~1t{JBBERm(iEilWMrnU;
DEBlUS,. SAND ANDDlRT. COWPAllPD 1'0 THEC()NVENTION.AL V,A.C\I\lM TYPE tISFJ) RY
a.EA'MNGCQMTR.ACro!lt,MADlTAJNnoIGOVEK 120CEN'IEltsON It RP.{"o(Jl.Aft BA.'>1S
IN1HEPAS'l" IS YEARS..
lIaR ~. WORItEltS COMI"ENSATION. ANO 8CJIIIJlING ANt> Hot,I> NtIMfo"ROl!S
........ ~l tIUIIM..... a-oe. MlSIerr ~ CIIiIIUlQH.
r~:~""--'---=--
~(No-n""""_unIII~of~ Safety
..::;. =rr~ _--=-.:..._~:-:-:::::.-;"7' ~--==::",:":""",=-='':''-~ -=- . ~ - _... -
Acceptance of Proposal First
and cx.Iditions ace ~""Y and ate hereby aeatpted, This is _ annual aHUr.Id
aAtiOlnalicallV terl8WS from yeer eo year WiCh no price ina8eSeS. AJ1er sucn tetm fldtlel' patty
. ~ pf cancdtation Of adjustments to fteQuenq Of" price~.
HiM Nil 4U...........
1'EiCMS~_lOaan. t ~-""'(fn__).
AuIhodmd .
~: 'fhos.....-.....,.... ........... br _11_
Date x
---------
Signature x
---.......--
Ncv-2S-04 10:24
From-Cel liar County Purchasin;
941 7320844
T-92S
P.002/002 F-,2a
1685
.~ COLLIER COUNTY GOVERNMENT
PWCBASL'lG DEP.ARTME~""T 3801 EAST T.AML\ltu TRAIL
ADMINISTRATIVE SERVlCESDlVISIONPURClU\SING BUILDING
NAPLES, FLORIDA 34112
(239) 774-8446
FAX (289) 732-0844
www.colliergo~.net
ADDENDUM
DATE: November 23, 2004
TO: Interested Bidders
FROM: ~renda Brilhart
Purchasing . Agent
SUBJECT: Addendum # 3 - Bid #05-3689 - "Bayshore Beautification MSTU Roadway Grounds
l'Iaintenance-
Addendum # 3 covers the following change for the above-referenced Bid:
Change: Bid Due Date has been scheduled for Monday. December 2. 2004 at 2:30 p.m.
Insert on Page 25, Section t - Banners:
Periodically, the Bayshore Beautifialtion MSTU Advisory Committee will require banners to be
installed or changed out on their decorative light poles. These banners will also require
maintenance at times, replacing banners and/or banner arms, andoecasionallycleaning the
banners, as weU as storing banners not currently in use. Currently these- banners are~ changed
three (3)timesayear,ear1y '5pring,ear1y falLand for the Christmas holidays, but additional change
outs may be required for other special events. etc. There are approximately 100 regular light poles
with a single banner arm, and four (4) bridge light poles with two (2) banner arms perpoie.
If you require~ additional information please~ call, Bob Petersen, Transportation Deparbnent at
2391213-5871 or me at 239m4-8446 or bye-mail atbrendabrilhart@colliergov.net.
cc: Bob Petersen, Transportation Dept.
ACDRDft
CERTIFICATE OF LIABILITY INSURANCE
:rE jMMlDIlIYY'f\1
GROUZ 1 03 2105
THIS CERTIFICATE J$ISSUED AS A flATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. nns CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW.
I,NSURERS AFFORDING COVERAGE I HAle 1#
i lIi5I.JRERA; C.:inci.nnati I:n5u;rance Co 10G77
I IN3URER 6:
03/21/2005 09:59 FAX 941 924 8799
AL PURMORT INS
PRODUCER
11.1 :Pu.:rmort J::nsurance, !ne.
3340 Bee ~idge Road
Sarasota FL 34239
Phone: 941-924-3808 Fax;94l-5~4-B799
INSURED
Gro~d ~ero Landscaping
Se:rv.icaa, Inc.
1907 Fairfax Cir
Naples FL 34109
COVERAGES
INSURER~
i INSUR9< D:
INSURER ~
11-IE POUCles OF INSUfW-lC1i USTED BElOW ItO.VE BeSN ISSUe) TO "THE INSURED NMIED ABOVE FOR THE POLICY PEl'OOD INDICATED. NOTWITHSTANDING
MIY REOUlREMENT, ~ OR CONDiTION OF AI'N COmRACT OR OTHeR. OOCUMENTWIDl RESPEe:rm WHICH THIS CamFlCAlE MAY BE ISSUeO OR
MAY PERTAIN, THE lNSURANCE: AFFOROED BY TIlE POLICIES oesCRIBED HEREIN IS SUBJr=crTO PJ.L THETEKMS, EXCUlSIOMS ArID CONOmoNS OF SUCH
POUClES.AOORSGATE UMlTS SHOWN fIlA Y HAVE Bo;EN REDUCED I'lY PAlO Cl.AlMlO.
I POLICY NUMBER DAfEiMIIID POl UMmI
LTR NSRl T'\'l'E OF If/SURANCE DATe O!IMlDNYl
GENERAl. LlABIUT'I' I EACIi OCCURRENCIO I $ 1000000
A Xl COMM~IALGENERALLIABIUTY CAPS420234 08/01/04 08/0:1./05 PREMiSes lEi;! =_1 $100000
.=-tJ
CLAIMS /v1.AOe ~ OCCUR t..IED EXP (AN] one parson) $ 5000
I- I PE.RSONAI. & AW INJURY $; 1000000
-
GENeFW. AGGREGATIi , $ 2000000
-
~EN1AGGRn:APn PER: I .PRODUClS-COM~OPAGG $2000000
i POLICy JEeT LOC I
I ~LE UAliIIJ.1TY COMBINED SINGL.E l.IMIT $
MY AUTO (Ell =enl)
I--
AlL OWNE:D AUTOS 00011. Y lM.,Il,IRY
I-- 1$
SCHEDULED AUTOS (Par P8IWfl)
~
I HIfU;DAUTOS
l- BODILY INJURY
(Per ii1o:;(lenl) $
NOl'I-OWNED AUTOS
I-- I
PROPERTY DAMAGE< S
(Per =:!dent)
GARAGE UABILITY I AtJroONI.Y.EAACClDE>iT $
RANY AuTO OTHER THAN EA ACe $
AUTO ONLY: AGG S
EXI;;ESSJUL'lBRELLA UAllILITY' tACH OCCURRENCe $2000000
A g] OCCUR 0 CI.AILlS "'ADE CCCH 77 5D 08!Ol!O4 08!O~/05 AGGREGATE $ 2000000
b1 DEDUCTIBLE is
I $
X RETENIlON sO $
WORIOmS COMPENSATION AND liOOYLll.lrrS I IU~~'
EMPLOYERS' LIABILITY I"'J.. EACH ACCIDENT $
tM( PROP~ORl!>ARTNERlEXECUTtvE
OFFIOI"'RIMEMSl;R EXCLUDEIrI EL DISEASE, EA eMPI.O~ $
~~~V:~NSbdow I ~l., OlS!;ASE. POUCY LIMIT S
I ornER I I
I I
DESCRiPTION OF QPIORATIORS f LOCATIONS I VEHlCtES I EXCLU30H3 ADDeD SY eNDORSEMENT I SPECIAL. PRO\tlSIONS
Job Noune: Baysho;re Beautifioation MSTU SrottPd Maintenance #05-3689
COLLJ:ER
CANCELLATION
SHOULP ANY OF THE ABOVE oE:SCR!a'EO POUClES Be CArlCELLED BEFORE. THE EXPIRATION
DA.TE TliEfifiOr, il'.l:1ISSlJ1NG lNSURIOR. WILL ENDEAVOR TO MAIl. 30 DAYS WRI'f11ON
!iOTlCE TO 7HE CERTlACATI: tlOl.DER WlMEr>;o TH!:! LEFT. BUT FAlLURE"TO DO so SH.\U.
1_= NO OJilUGATION OR LlA5lUT\" OF ANY KIND UPON TIlE INSl.lIU'!R, ITS AGEHiS OR
CERTIFICATE HOl..DER
Collier cOu:n.ty
Board of Couni::y cOJ:lll:1ti.esione:rs
Attn: Janice - Purchasin.g Dept
330~ E. T~ami Trail
Naples n 34~~2
ACORD 25 (2001108)
, 4/8/2005 12:53
Lion Insurance COIIp3llY
LION INSURANCE ~COLLIER lOONTY
1/1
6Bll
"I'!mle
ACORD TM CERTIFICATE OF LIABILITY INSURANCE 418105
Producer: UDn Insurance Company This Certificate Is Issued as a matter of Information only and confers no rights
2739 U.S. Highway 19 N. upoto die CertIficate Holcler. This CertIficate does not amend, extend or alter
Ho"day, Fl 34691 the coverage afforded by th. poIk:les below.
Phone: 727-939-5562 Fax: 727.937-2138
InslJ"ers Affording Coverage NAIC#
Insured: South East Personnel Leasing, Inc. InsLftr A: Lion InsullInce Company 11075
2739 U.S. Highway 19 N. InsLnr B:
Holiday, FL 34691 Ins_rC:
Phone: (727)938-5562 Ins_rD:
InsLftr E:
Coverages
The po.cies of inS\rance isled below have been issued to the Insured named above for the polcy penod (ndlcated Notwithstanding any reqtirement term,," condition of r;ny corlract or ol1or document wiih
respect to which this certificate may be issued or may pertain. \he ,nsuance afforded by !he po.cies desonbed here," is subject b:> al the lerms. excusi"'s. and conations of such policies. Aggregate imits
shOY<l'l may have been reduced by paid claims.
INSR ADDL Type of Insurance Policy Number PDlicy Effective Policy Expinllion Date Limits
LTR !NSRD Date
(MMJDDIYY) (MMlDDIYY)
~ENERAL LIABILITY Each Occurrence ~
Commercial General Liability Damage to rented premises (EA
~ :J Claims Made 0 Occur occurrence ) Ii
i- Med EJip ($
!- Personal Adv IfliJrY
peneral aggregate Hmit applies per:
::I Polioy o Project 0 LOC Genera, Aggregate
Products. Corql/Op Agg
!AUTOMOBILE LIABILITY Comb,ned Single LJrril
I- [EA Acoident)
MyAub:>
~ All Owned Autos Bodly ,njury
~ SCheduled Autos (Per Person)
~ Hired Autos Boclly Injury
~ Non.Owned Autos (Per Accident)
~ Property Damage
(Per Accident)
GARAGE LIABILITY Auto Only . Ea Accident
R My hro Other Than EAAoc.
Autos Only: AGG.
EXCESs/UMBRELLA LIABIUTY Each Occurrence
i- Occur o Claims Mada
~ Aggregate
Deductib,e
I- Retention
~
A Workers Compensation and WC 71949 0110112005 0110112006 X IWCStIllu- T 10TH-
Employers' Liability tory Lirrils ER
A"'I pfDprietorlpartner/execulMl officer/member EL Each Accident ~1000000
elCcluded?
IrYes, describe under special provisions below. EL Disease. Ea EmplDyee ~1000000
E.L. Disease - Policy limits ~1000000
Other 0000000
GROUND ZERO LANDSCAPING SE COVERAGE APPLIES ONLY TO THOSE EMPLOYEES LEASED, NOT TO SUBCONTRACTORS.
Descriptions of OperationsllocatioosNehicles/Exclusions added DY EndorsementlSpeciat Provisions: ADD ON DATE: 4/11!OS
COVERAGE APPLIES ONLY IN THE STATE OF FLORIDA TO THOSE EMPLOYEES LEASED TO BUT NOT SU8CONTRACTORS OF GROUND ZERO LANDSCAPING
SERVICES. INC. . REFERENCE: BAYSHORE BEAUTIFICATION, MSTU #05-3689' FAX: 239-597-7365 & 239-774-8048 / ISSUE 04-08-05 (CF)
CERTIFICATE HOlDER CANCELLATION
COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS ShoUld Erly of the above described poGcies be canceOed before the e:.piratlon date thereof, the issuing
A TTN: SHEREE MEDIAVlLLA instrer """ endeavor b:> mail 30 tlays V<lilten notioe to the certficete holder named 10 !he len, bt1 failu:-e to do
so shaD impose no obligation or liablfity of any kInd upon the insurer, its agents or representatives.
3301 E. TAMIAMI TRAIL
NAPLES FL 34112 #;,e. . .
........~
.V
ACORD 25(1001108)
ACORD CORPORAT,ON 1988
ACORD..
CERTIFICATE OF LIABILITY INSURANCE
D
GROUZ- 21
THIS CERTIFICATE IS ISSUED AS A FlATTER OF INFORMATION
ONLY AND CONnRB NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS camF1CATE DOES NOT AIIEND, EXTEND OR
ALTER TH! COVERAGE AFFORDED BY THE POLICIES BELOW.
~~/21/2005 09:59 FAX 941 924 8799
AL PtTRMORT INS
PRODUCER
Al :P\U:mC:t. :Insu.rance, Xnc:.
:3340 Bee :Ridge :Road'
Sarasota PL 3423g
phone: 941-924-3808 Fax:941-924-B799
Gr~d Zero Landscaping
Serv:l..ce8, :Inc.
1907 ~ai~fax Cir
Naples I'L 34109
COVERAGES
1NSUR~RS AFFORDING COVERAGE
IN5URERAi C.:inc.i.nnati J:uau:r:iUlee Co
lNllURER 5:
INSURERC:
IN$URERD::
INS\JAER 5;
HAle.
106'77
INSURED
illE pcuC1!S OF 1N$UfWl(;- 1JS'l'E) EIliLOW HAVE BeeN ISSUIID TO TIlE IN5UAED NANEP NltJVE PUR illE POllCY PEftIOI) lNDlCATIiD. N01WITHSTANDIHG
Mf'( flEQUIFlEMEHT. TIiRU OR CONOtnOf.l OF Ml'f CONTRACT OR OTHER DOCUtrlitITW\TH l'l&SPfiCt'fO WHIQIlHlS CSUlFICA.1'E MAY IE msuetI OR
MAY PeRTAIN. lltE lNS/JAAlllC! AFFORCED BYillE I'OUCIES CESCRllIED HEREIN IsStJ8JECTTO AI.L TllEllORMS. EXCLUSIONSANCI OONClmoNS OF SUCH
POUClES. AGGREGATE. UU1T5 8IiO\'\IN MAY HAve IIEEN ~ !IV "AID CLAIMS,
~ T\'PI!! OF ItIStIRAHCE POUC"f NOMBER DA MII/Il DATiOIIUD~ UMIn
2-ENERAI. UAIIUTY EACH OCCURRSIlCE $ 1000000
A 1l COWIERCIAL GENERAL UABILIT'I' CAP5420234 08/01/04 08/0J./05 ~EStE..~1 5100000
~ P ClAIMS w.oe ~ OCCUR UED EXP (ArtJ - pIlIIlllII) $5000
I-- PERSQNALAADV INJURY $ 1000000
GENI!IW.I\G.GRiGI\'l1O $ 2QOOOOO
~~En= APPLIES PeR: pROOUC'J'S - COMPJOP M4 .2000000
POl.ICY JECT n lOC
~LE LWlILITY COMBINE!) SINGLE L.lurr s
~ AUTO (I1a 8OCIIfeIf)
-
I-- Al.L. O'MlED AUTOS 8ODIL. v INJURV
(Per 1llIIWl') 1
SCHEDULED AUTOS
-
- HlReDAIJTOS BODILY ItUURY
(Pa-~ $
- HON-OWNEiDA\1TOS
PROPERTY DAMAGE s
(Per aa:Idenl)
RUAB~ AUTO ONl.Y. EAACCIDENT S
Am AuTO OTHER nw.I riA ACe 5
AUTO ONLY: ~G S
EXC2JlMlMI!RI!I.lA UA8II.JTl' !ACH 0CCURRliNC1i $.2000000
A t) OCCUR 0 CLAIMS UADE cCC4477613 08/01/04 08/01/05 AGGJIQ!GA,"re $ 2000000
s
~ IlS'.l'JCTlBLE $
X IlETENilON sO $
WORKBS COMPIDlSAnCN AND lTORYI.&IIni I IO~-
EUPLOYEJlS" UABlun' I'!.L EACH ACt:1OSfT S
NfY!'ROPRIETORJPARTNER/EXECl.1TM!
OFFICEMrlEMIlI;R EXCLutlEC'l E.L OJSEA$E - EA 5
~~tJ_
II\l. ~$lON$ below E.L. tII$I!A$E . POUCY LIMn- s
0TlfER
DESCRIPTIOH OF OPERATIONS ILOGAlIOtlS I YEHlCUSf EXCI..lIlIONS ADIlID ftt eNOOR$DIBIT 1 SPB:IAL 1"ROWION8
Jc1:l Ill....: Baysha:r:e Beaueificat.:i.cm UN GrOUlld lfaint.euauce #05-3689
COLIoXBllt.
CANCELLAnON
SHClUlJI ANY 01' THE ABOVE oESCfII8ED I'ClLK:lES IE! CANCELJ.,I!D 1II!FCI1E tHE! ElII'IlATlON
DA.1'ETHERIlOI',1HI JSSUNG lNl1URIiiR WILL IiHllIiAVCR TO IIAII. ~ DAYSWRm'IiH
lIO'I1CE lOnIE CERTIFICATE tfOLI)ER NAMED TO _L..EI=T. BUTFAIL1lRE:"'IO gO so SHALL
IMPCl5I! NO DBUGAl10N OR UAIIIUT'I OF At<< KIND UPON TMI! IUUIII!R.ITS AGl9ml CfIt
Rl!PJtES&KfATtVIa
CERnFlCATE HOLDER
c:oll.i.er ~~
Board of Count.y c:Cl:lIDll.i.8sioners
Attn: Janice - Pu:r:chasing Dllpt.
3301 s. Tamismi ~rail
lfaples PIa 34112
ACORD 25 (2001108)
TOM GALLAGHER
CHIEf FINANCIAL OFACER
RE-ISSUANCE 1 &&52004
DEP ARTMENT OF FINANCIAL SERVI. S
DIVISION OF WORKERS' COMPENS
* * RE-ISSUANCE OF CONSTRUCTION INDUSTRY C IRC TE OF EXEMPTION * *
This certirlCate exempts the Officer of the Corporation 1. . er of the Limited Liability Compan'
6sted below from the provision of Florida Workers:..j6...,.. tion Law for the period indicated below.
EFFECTIVE DATE: Ol/27 /2004 ~ ~IRATION DATE: OS/lO/2005
CORPORATE OFFICERI ~
LLC MEMBER NA~E: GROSS ~ AARON S
FEIN: 5936393Jr
BUSINESS NAME AND 0" ZERO LANDSCAPE SERVICE INC
ADDRESS: f: FAIRFAX CIRCLE
APLES FL 34109
SCOPE OF BUSI ESS OR TRADE: LANDSCAPE
IMPORT ANT: Pursuant to Chapter 440. 0 5( 14), F. S . , an officer of a corporation who elects
exemption from this chapter by filing..a certificate of election under this section may not recover
benefits or compensation under this chapter .
QUESTIONS? \850) 488-:
DWC-253 RE.ISSUANCE OF CONSTRUCTION INDUSTRY CERTlACATE OF EXEMPTION REVISED 11-03
Please cut out the card below and retain for inspection by any Department of FlJl8I1cla1 Services representative while conducting 1
IMPORT ANT
F This certificate ~plies only to the corporate officer named on this certificate
o appfies only within the scope of the business or trade listed hereon.
~ A copy of this card or the dup~cate above must be carried and available f
i!lS\lectlon at all time while conducting any construction wOIl.
H Pursuant to chapter 440.05\141, F.5. I an officer of a corporation who
E exemption from this chapter by fling a certificate of election under this se<
may not recover benefits or compensation under this chaptet.
R
E Notices of election to be exempt and certificates of election to be exempt
sub~ct to revocation if I at any time after the fUing of the notite or the
of the certificate I the person named on the notice or certificate no longer
the requirements of this section for issuance of a certificate. The departIIM
revoke a certificate at any time for failure of the person named on the c
to meet the requirements of this section.
QUESTIONS? (SSGl .
STATE OF flORIDA
DEPARTftIENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
.. RE4SSUANCE OF CONSTRucnON INOUSTRY CERTIfICATE OF
This certificate exempts tile Officer of the Corpor'!p
the provision of Florida Worlcers' compeosatio~IW
incflCated beIow-
efFECTIVE DATE: 011271)2004 ~
EXPlRA nON DATE: sat 0 5 fY
CORPORATE 0FF1I5
LLC MEMBER : AARON
FEIN: ~ 9371
~. GROUND ZERO LANDSCAPE SERVICE
: 1901 FAIRFAX CIRClE
NAPLES F1. 34109
OPE OF BUSINESS OR TRADE: LANDSCA.PE
CUT HERE
DWC- 253 RE-ISSUANCE OF cQNSTRUC1lON NlUSTRY CERllRCAlE OF EXEMPTION REVJSB) 11-03
_.,.,...~--,--~,~_'. .
ORI. GINAL DOCUMENTS CHECKLIST & ROUTING SLI~ 6 8
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO .L
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE 6
Print on pink paper, Attach to original document. Original documents should be hand delivered to the Board Office, The completed routing slip and original
documents are to be forwarded to the Board Office only after the Board has taken action on the item,)
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed, If the document is already complete with the
excePtion of the Chairman's silmature, draw a line through routing lines #1 through #4, cOlllDlete the checklist, and forward to Sue Filson (line #5).
Route to Addressee(s) Office Initials Date
(List in routing order)
1.
2.
3.
4.
5. Sue Filson, Executive Manager Board of County Commissioners A;/ 3-(/;05'"'
6. Minutes and Records Clerk of Court's Office v
PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the
item.)
Name of Primary Staff Margaret A. Bishop Phone Number 213-5857
Contact
Agenda Date Item was March 8, 2005 Agenda Item Number 16B6
Aooroved by the BCC
Type of Document Work Order Number of Original 5
Attached Documents Attached
Initial the Yes column or mark "N/ A" in the Not Applicable column, whichever is Yes Nt A (Not
appropriate. (Initial) Applicable)
1. Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances, h~'S
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and possibly State Officials.)
2. All handwritten strike-through and revisions have been initialed by the County Attorney's hI{ 13
Office and all other parties except the BCC Chairman and the Clerk to the Board
3. The Chairman's signature line date has been entered as the date ofBCC approval of the na~
document or the final negotiated contract date whichever is applicable.
4. "Sign here" t~bs are placed on the appropriate pages indicating where the Chairman's ?r t{ '6
signature and initials are required.
5. In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval. ?/tJ. ~
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
6. The document was approved by the BCC on ~ (enter date) and all changes
made during the meeting have been incorporated in the attached document. The ?rrtJ..'f;,
County Attorney's Office has reviewed the chanl!es, if aDDlicable.
INSTRUCTIONS & CHECKLIST
I: Formsl County Forms! BCC Formsl Original Documents Routing Slip WWS Original 9.03,04, Revised 1.26.05. Revised 2,24.05
MEMORANDUM
Date:
March 14, 2005
To:
Margaret A. Bishop, Project Manager
Stormwater Management Section
Road Maintenance Department
From:
Linda A. Houtzer, Deputy Clerk
Minutes & Records Department
Re:
Work Order for the River Oaks, Palm River Subdivision
culvert replacement wi D.N. Higgins, Inc. (Project 51007)
Enclosed please find three (3) original documents, as referenced above,
(Agenda Item #16B6), which was approved by the Board of County
Commissioners on Tuesday, March 8, 2005.
An original has been retained in the Minutes and Records Department, and the
Finance Department has also been furnished an original document.
Please be sure to forward the tagged document to Norm Feder for his signature.
If you should have any questions, please call me at 774-8411.
Thank you.
Enclosures (3)
1686
EXECUTIVE SUMMARY
'1686
~ilf/~3
/ (", ;.) ~.
".,. '
Recommendation to .pprove a Work Order in the amount of $538,000 to D. N. Riggin.,
Inc. for the River 0akI, Palm River Subdivision culvert replacement Project (Project No.
51007), In accordance with Contract No. 04-3535 Underground UdIlty Contradlng Service.
and budget amendment in the amount of $529,100.00.
OBJECTIVE: To receive Board of County Commissioners' approval of a Work Order for the
River Oaks, Palm River Subdivision culvert replacement project to D. N. Higgins, Inc. in
accordance with Contract No. 04-3535 Underground Utility Contracting Services.
CONSIDERATIONS: For several years the Stonnwater Management Section of the
Transportation Services Division and Road Maintenance Department has received drainage
complaints in the River Oaks, Palm River Subdivision. The subdivision was created in the
1960's and the drainage easements and maintenance responsibilities were dedicated to Collier
County in the late 1970's. The original drainage system consists of corrugated metal pipe with a
life span that is outdated. The subdivision is experiencing culvert failures and seasonal flooding
due to the inadequate, aged drainage system.
Four (4) quotes were received including one (1) No Quote from firms under the "04-3535
Underground Utility Contracting Services" contract.
SUMMARY OF UOTES
Amount of ate
$530,000.00
$1,201,825.00
$877,500.00
rises USA, Inc. No ate
nSCAL IMPACT: Funding in the amount of $25,400.00 is available in Fund 301 Countywide
Swale Improvement Project (Project No. 51007) and will be used as a contingency. The balance
of the funding needed for this project in the amount of $529,200 will come from the following
projects: 518032 Gateway Triangle Improvements 5310,523.28, 517012 Farm Workers Village
SR-29 Culvert Upgrades $152,805.28, 511012 LASIP $63,976.72. and 512122 Wiggins Pass
Outfall $1,894.72.
The source of funding is ad valorem taxes.
GROWTH MANAGEMENT IMPACT: The Culvert Replacement and Drainage Improvement
project is in accordance with the goals and objectives of the Drainage Sub-element of the Growth
Management Plan.
Executive Swmnary
River Oaks, Palm River Subdivision Culvert Replacement Project
Page 2 of2
RECOMMENDATION: That the Board of County Commissioners:
(1) Award Contract No. 04-3535 to D. N. Higgins, Inc., in the amount of$530,OOO.
(2) Direct the Board Chainnan to execute Contract No. 04-3535 with D.N. Higgins, Inc.
(3) Approve the necessary budget amendment.
1686
PREPARED BY: Margaret Bishop, Project Manager, Transportation Services Division,
Stormwater Management Department.
BUDGET AMENDMENT REQUEST
1686
For BudptlFiDmcc UIC Only
BM............ ...................
JEll...... ......... ............ ......
BARf#................ ........ ......
A.P.H. Dale.....,.................
301
FlDld Number
Countywide CIP - Stormwater Projects
FlDld Description
Date Prepared: 2/22/05
Approved by BCC on: 318105
Attach Executive S\llllIIl8IY
Item No.: /(p t? {.,
FlDld Center Title:
WBS Element Title:
Expense Budget Detail
Stonnwater Capital Projects
River Oaks Palm River Subdivision
Fd Ctr No.: 172945
WBS No.: 510073
(Provide 1be FIJIId Ceder or WBS element . it It DOt I'lllIIIired to ~ both.)
Fund WBS Commit Commitment Item Increase Current Revised
Center Element Item Delcri:ption Budeet Budget
172945 510073 763100 Improvements General 529,900.00 150.000.00 679.900.00
Net Change to Budget
529.900.00
F\Dld Center Title:
Fd Ctr No.: 172945
WBS No.: 518032
Revised
Bud et
30.835.03
Net Change to Budget
(310,s23.28)
FlDld Center Title:
Fd Or No.: 172945
WBS No.: 517012
Reviled
Bud et
430.594.72
Net Change to Budget (152.805.28)
1686
Fund Center Title: Stonnwater Capital Projects
WBS Element Title: LASIP Lely
. the FUIld Center or WBS clcmc:nt information" it is DOt . to . both.
Fund WBS Commit Commitment Item
Center Element Item Descri tion
172945 511012 763100 Improvements General
Fd Ctr No.: 172945
WBS No.: 511012
Revised
Bud et
44,123.28
Net Change to Budget (63,976.72)
Fd Ctr No.: 172945
WBS No.: 512122
Revised.
Bud et
48,105.28
Fund Center Title: Stonnwater Capital Projects
WBS Element Title: Wiggins Pass Outfall
. the FUIld Centcr or WBS clenHlX iIlformItioIl. it is DOt . to . both,
Fund WBS Commit Commitment Item
Center Element Item Dacri tion
172945 512122 763100 Improvements General
Net Chanae to Budaet (1,894.72)
Revenue Budget Detail
Fund Center Title:
WBS Element Title:
. lba FUIId CeIlta' or WBS element iIlf1
Fund WBS Commit
Center Element Item
Fd Ctr No.:
WBS No.:
Net Change to Budget
EXPLANATION
Revised
Bud et
1686
Why are fundi needed? Fundi are needed for the eonstruction of the River Oaks, Palm River
Subdivision culvert replacement
Where are fund. avallable? Fundi are av8ilable from other projects within Fund 301,
Stormwater Capital Projects.
REVIEW PROCESS
Cost Center Director:
Divilion Admini.trator:
Bud et De ent:
Finance De artment:
Clerk of Board Admin.:
DATE
RECBVED
JAM 2 8 20D5
STORMWATER MGMT.
1'686
CULVERT REPLACEMENT - RIVER OAKS SUBDMSION - PALM RIVER
Coller County Project Number 510073
January 28, 2005
Area
1 TOTAL FOR AREA 1 $ 228,500.00
2 TOTAL FOR AREA 2 $ 63,400.00
3 TOTAl FOR AREA 3 $ 43,500,00
.. TOTAl FOR AREA" $ 38,500.00
& TOTAL FOR AREA 5 $ 35,800,00
8 TOTAL FOR AREA 6 $ 83,600.00
7 TOTAL FOR AREA 7 $ 38,700.00
GRAND TOTAL
$130,000.00
DOUGlAS N. HIGGINS, INC.
2887 Tamiaml TraH East, Suite 1
Naples, FJorIda 34112
Phone: 239-n4-3130
Fax: 239-n4-4266
~~~
N. Higgins, VIce President
..,
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PURCHASE ORDER REQUISITION FORM
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Purchasing Department
Ro: Board of County Commissioners
Collier County, FL 34112
Department
Requisition
R-
Total Amount Requesting Department Purchase
$ 530,000.00 Stormwater Management Department Order No.
P.O. Date Requested By Telephone Number Bid Number Expiration
Margaret A. Bishop (239) 213-5857 Date
..... PURCRASINGDEPARTMENTQNt,y
Challgeoider No. Category Code .1'~19YPe
Rold[JlYes [1 No
SUGGESTED VENDOR: SHIP TO:
DN Higgins, Inc,
2887 Tamiami Trail East, Suite 1 Storm water Management Department
Naples, FL 34112
Fund Cost Center (j)bjeqtCode projeqt Remarks Purchasin
301 172945 631400 510013 g
USe QnlY.
Stock Description Quantity Unit Price Unit of Amount abr:
No Measure
Ri ver Oaks, Palm River Subdivision $530,000.00
Culvert Replacement Proiect.
I Disc % < >
R:)J[ted By (Signature)., ~ Dept. Approval (Signature) Total: $ 530,000.00
VvL1~ (~~~/ ~ IJ/'f
county~~ Director Appr6v., t:Jt:/ /()f Terms
(Signa~ ~ .~ .
/./0'/ '" 7 // --.--
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A
WORK ORDER # UC - 071
16B6
"UNDERGROUND UTILITY CONTRACTING SERVICES"
Contract #04-3535
This Work Order is for Underground Utility Contracting Services, subject to the terms and conditions of
the Contract referenced above, for Work known as:
PROJECT: Culvert Replacement in the River Oaks, Palm River Subdivision
The work is specified in the proposal dated Januarv 28. 2005 from Douglas N. Higgins, Inc., which is
attached hereto and made apart of this Work Order. In accordance with Terms and Conditions of the
Agreement referenced above, Work Order # UC - 071 is assigned to Douglas N. Higgins, Inc.
Scope: Contractor to supplv labor and material.
Schedule of Work: Complete within 180 days from the notice to proceed date. The contract period
can be increased accordingly for additional contingency work or rain delays.
Liauidated Damaaes: $200.00 per day.
Compensation: The County will compensate the Firm in accordance with the amount provided in the
attached schedule.
TOTAL FEE $530.000.00 (see attached for bid form breakdown)
Any change made subsequent to final department approval will be considered an additional service and
charged according to an executed Change Order as enumerated in Exhibit D of the Agreement.
PREPARED BY: )JraA-~ O~ r)-/S--o:;-
Margaret PI. Bisho'p, Project Manager Date
Stormwater Managem~~rtrnent
REVIEWED BY: ~----'-;=:::~pj:;1b? .
Date .
3{tof'
o te
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By: '1uLW. C ~
Fred W. Coyle, Chairm:;.;j -
Douqlas rL~9iD~C
By: 1;Z:. ~ -------
[)AtV/~/ N )/~1~rJ~ i/;-p /1f?SI/eNf-
Printed typed name and title
Signature of SECOND WITNESS
C jAI-/~J ;;. -;;/hrv'
Name of SECOND WITNESS
Item #
( 10 8?o
~~:da 3'B .OS
Date
Rec'd
3-1(-05
G:G:\CAPITAL PROJECTS\510073 Palm River Stormwaler Pipe Replacemenl\River Oaks Subdivision\word\Work Order Palm River Sub.doc
219/2005
lAB6
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
PROJECT No. 510073
PALM RIVER STORMW A TER PIPE REPLACEMENT
PROJECT LOCATION MAP
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PROPOSED BY: COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS
TRANSPORTATION SERVICES DIVISION
STORMWATER MANAGEMENT DEPARTMENT
HORSESHOE SQUARE, SUITE No, 214,2685 SOUTH HORSESHOE DRJVE
- 0.1.0 ....,.. ~ ;. (1,\Q, 712.2501
PROJECT MANAGER: MARGARET BISHOP DATE: NOVEMBER,20Q.o/
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COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
PROJECT No. 510073
PALM RIVER STORMW A TER PIPE REPLACEMENT
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END WALL
====== PIPES
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APPLICANT COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS
ROAD MAINTENANCE D~JARTMENT STORMWATER MANAGEMENT SECTION
PROJECT: PALM RIVER STORMWATt-R Pipe: gl::CI ll.CFMFNT
PURPOSE: PROJECT No.' 510073 SHEET No' OF
COUNTY: COLLIER COUNTY DATE JANUARY, 2005
PROJECT MANAGER BISHOP, MARGARET
158
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RECtv6 B 6
.IAN 2 8 2005
STORMWATER MGMT.
CULVERT REPLACEMENT - RIVER OAKS SUBDIVISION - PALM RIVER
Collier County Project Number 510073
January 28, 2005
Area
1 TOTAL FOR AREA 1 $ 228,500.00
2 TOTAL FOR AREA 2 $ 63,400.00
3 TOTAL FOR AREA 3 $ 43,500.00
4 TOTAL FOR AREA 4 $ 36,500,00
5 TOTAL FOR AREA 5 $ 35,800,00
6 TOTAL FOR AREA 6 $ 83,600.00
7 TOTAL FOR AREA 7 $ 38,700,00
GRAND TOTAL
$530,000.00
DOUGLAS N. HIGGINS, INC.
2887 Tamiami Trail East, Suite 1
Naples, Florida 34,112
Phone: 239-774-3130
Fax: 239-774-4266
c; LOpt-
p.~
of- \NDfl
1- of- 5
1686
COLLIER COUNTY GOVERNMENT
STORMW ATER MANAGEMENT DEPARTMENT
2885 SOUTH HORSESHOE DRIVE
NAPLES, FL 34104
(239) 213-5857
FAX: (239) 659-5790
To:
Underground Utility Contractors
Date: J anuarv 4. 2005
From: Margaret Bishop
Pages: l
(including cover)
RE: Palm River Subdivision Pipe Replacement
This is a request for a quote utilizing the existing Underground Utility Contract # 04-3535 for the
following work in the Palm River Subdivision. Replace the failed culverts and associated drainage
facilities for the seven areas identified on the attached location map. Pipe replacements are located
within the existing County drainage easement.
. Replace the existing CMP with an equivalent HDPE pipe.
. Keep the existing end wall if in good condition. If the existing endwall is not in good condition,
replace per ED.O.T. design standards Index No. 250.
. Match the existing upstream and downstream invert elevations.
. For horizontal connections all culverts must be installed at level elevations.
. Match ground elevations over existing pipes and conform to surrounding elevation.
. Replace soil erosion at the repair area. Regrade and sod to original conditions.
. Use FDOT Compaction rates. 120-9.3 Compaction for Pipes, Culverts, etc.: Compact the
backfill of trenches to the densities specified for embankment or subgrade, as applicable, and in
accordance with the requirements of 125-9,2.
Thoroughly compact embankments over and around pipes, culverts, and bridges in a manner
which will not place undue stress on the structures, and in accordance with the requirements of
125-9.2.
C:\Docwnents and Settings\ashton_h\Local Settings\Temporary Internet FiJes\OLKDF\RFP Pipe Replacement River Oaks. doc
211 712005
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1686
125-9.2.1 Density: Obtain a minimum Quality Control (QC) density in any LOT of 100% of
the maximum density as determined by AASHTO T 99, Method C, or the requirements of 125-
8.3.3,1 when applicable. For metal and plastic pipe, compact the backfill in the cover zone to a
density of at least 95% of the maximum density as determined by AASHTO T 99, Method C.
. Coordinate with all existing underground utilities.
. Repair or replace any sprinkler systems to existing conditions.
. Replace any landscaping that is disturbed during construction to the original condition.
. All catch basins and manholes will be replaced or retrofitted at the contractor's discretion.
. Utilize erosion and sediment control methods according to F.D.O.T. design standards Index No.
102 & 103. Comply with all State water quality standards.
. Contractor is responsible for securing County Right of Way permits. This includes a pre-
existing condition survey for upstream and downstream invert elevations. The County
Stormwater Department will pay the permit application fee.
. Restoration ofroadway pavement areas per County Right of Way Typical Road Restoration
detail.
. Compliance with County Maintenance of Traffic Policy.
. Remove a (10) ten foot radius of sediment build up at the discharge pipes, or endwalls
. Each firm shall quote a SINGLE LUMP SUM PRICE for each of the (7) seven work sites as
described herein. This price shall cover all labor, equipment and materials necessary to
complete the work required in this proposed contract.
Please note:
When a construction project is in excess of $200,000, the Contractor shall be required to
provide Payment and Performance Bonds.
Quotes are due January 21, 2005
Attached drawings are sketches, not engineering drawings.
Contact me if you have any questions.
C:\Docwrents and Settings\ashtoo_h\Local Settings\Temporary Internet Files\OLKDF\RFP Pipe Replacement River Oaks. doc
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ORIGINAL DOCUMENTS CHECKLIST & ROUTI~", lt17 I
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SEN 'it... {)
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR S ~lJ.tU.
Print on pink paper, Attach to original document. Original documents should be hand delivered to the Board Office, The completed routing slip and original
documents are to be forwarded to the Board Office only after the Board has taken action on the item.)
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed, If the document is already complete with the
exceotion of the Chairman's signature, draw a line through routin!! lines #1 through #4, comolete the checklist, and forward to Sue Filson (line #5).
Route to Addressee(s) Office Initials Date
(List in routing order)
1.
2.
3.
4.
5. Sue Filson, Executive Manager Board of County Commissioners
6. Minutes and Records Clerk of Court's Office
PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary, Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information, All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the
item,)
Name of Primary Staff
Contact
Agenda Date Item was
A roved b the BCC
Type of Document
Attached
L i l- De Leo;'
maY'"cJ, ~,2,00S-
LClnJSC.lA. J(. r~LWIa1+S
Phone Number
Agenda Item Number
Number of Original
Documents Attached
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/ A" in the Not Applicable column, whichever is
a ro riate.
1. Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials.)
2. All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
3. The Chairman's signature line date has been entered as the date ofBCC approval of the
document or the final ne otiated contract date whichever is a licable,
4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si ature and initials are re uired.
5. In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of our deadlines!
6. The document was approved by the BCC on 3 (enter date) and all changes
made during the meeting have been incorporated in the attached document. The
Count Attorne 's Office has reviewed the chan es, if a Iicable.
l.f/7.~~1
11ot37
3
N/ A (Not
A licable)
rJ)A
(J[A-
I: Forms/ County Forms! BCC Forms/ Original Documents Routing Slip WWS Original' 9.03.04, Revised 1.26.05. Revised 2.24,05
168 7 ~~
MEMORANDUM
Date:
March 11,2005
To:
Liz DeLeon
Transportation
From:
Linda A. Houtzer, Deputy Clerk
Minutes & Records Department
Re:
Landscape Agreements to the Le1y Golf Estates MSTU with
1. Citation Mtg VII Ltd., d/b/a Buena Vida
2. Le1y Square Partnership
3. Earl C. and Charlotte J. Koops
Enclosed please find one (1) copy of each of the documents as referenced
above (Agenda Item #16B7), approved by the Board of County
Commissioners on Tuesday, March 8, 2005.
If you should have any questions, please call me at 774-8411.
Thank you.
Enclosure (3)
16B1
..~
.'
LICENSE TO USE PROPERTY FOR LANDSCAPING
THIS LICENSE is granted this *-. day of rrk:A.~cJ, , 2005, by and
between Citation Mtg VII Ltd, d/b/a Buena Vida, whose address is c/o Deloitte Touche LLP
PTS, 925 4th Avenue, Suite 3300, Seattle, Washington 98104-1126, ("Owner"), to the Le1y Golf
Estates Beautification Municipal Services Taxing Unit, with the Board of County
Commissioners, Collier County, Florida, as governing board, located at 3301 Tamiami Trail
East, Naples, Florida 34112 ("Licensee").
RECITALS
WHEREAS, Licensee was created and established by Collier County Ordinance No. 87-
100, as subsequently amended, for the purpose of beautifying and maintaining certain median
strips of streets and other public areas within the Lely Golf Estates Beautification Municipal
Services Taxing Unit; and
WHEREAS, Licensee presently maintains landscaping and entrance monuments at the
intersection of Tamiami Trail East and St. Andrews Boulevard; and
WHEREAS, Licensee's Advisory Committee wishes to enhance the current landscaping
by the addition of additional landscape and maintenance areas, as described in Exhibit "A" to
this License; and
WHEREAS, Owner is the owner of certain property adjacent to St. Andrews Boulevard
in Naples, Florida, including the additional landscape and maintenance area shown on Exhibit
"A" as "Area 3".
NOW, THEREFORE, in consideration of Ten Dollars ($10.00) and other good and
valuable consideration exchanged amongst the parties, and in consideration of the covenants
contained herein, the parties agree as follows:
1. This is a bare license with no interest coupled thereto, whereby Owner does not
release any ownership rights it has in this or in any other property.
2. Licensee is hereby given the right to construct and then, at all time during the
course of this License, maintain at its sole cost and expense, certain landscape
improvements to Area 3 consistent with Exhibit "A". In constructing and
maintaining the landscape improvements, Licensee will comply with all
applicable laws and standards. Throughout the course of this License, Licensee,
Page 1 of2
1681
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. .... .,
and all approved successors and assigns, hereby agrees to indemnify and hold
harmless the Owner, its successors and assigns, from any and all claims and/or
suits whatsoever, arising out of the landscaping in Area 3.
3. This License is not a right, but a privilege personal to Licensee, and is not
assignable without the express written approval of the Ov.'l1er, which approval
may be granted or withheld, with or without cause. Either party may freely
terminate this License at any time, effective immediately upon dispatch of written
notice to the other party, sent to the address of such other party as set forth above.
Upon termination of this License, Licensee shall have a reasonable period of time
to remove the landscape improvements from Area 3, and shall leave Area 3 In
substantially the same condition as presently exists.
IN WITNESS WHEREOF the parties hereto have set their hands and seals the day and
year first above written.
Witnesses:
CITATION MTG VII L TD, d/b/a BUENA VIDA
~ /V' C; A Y -/
Print ~e: ~; -"Vl~li~~/-ls-} I Q -/
By:
Print N e:
Print Title:
Print Name:
ATTEST:
DWIGHT E. BROCK, CLERK
BOARD OF COUNTY COMMISSIONERS,
COLLIER COUNTY, FLORIDA, AS
GOVERNING BOARD OF THE LEL Y GOLF
ESTATES BEAUTIFICATION MUNICIPAL
SERVICES TAXING UNIT:
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By: ~41~) ,a JJm~; th.e..
Attest II .. '~*'~~U'y Clerk
t t....... . . . . .' (" 1;\,,,
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Approv tftegal sufficiency:
By: ~.Lw~
FRED . COYLE, C I N-
Item # lft,P11
Agenda
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1~B7
LICENSE TO USE PROPERTY FOR LANDSCAPING
THIS LICENSE is granted this i~ day of vY\o ("~ , 2005, by and
between Lely Square Partnership, whose address is c/o The Weiner Co., Inc., 1642 Medical
Lane, Suite B, Fort Myers, Florida 33907-1109 ("'Owner"), to the Lely Golf Estates
Beautification Municipal Services Taxing Unit, with the Board of County Commissioners,
Collier County, Florida, as governing board, located at 3301 Tamiami Trail East, Naples, Florida
34112 ("'Licensee").
RECITALS
WHEREAS, Licensee was created and established by Collier County Ordinance No. 87-
100, as subsequently amended, for the purpose of beautifying and maintaining certain median
strips of streets and other public areas within the Lely Golf Estates Beautification Municipal
Services Taxing Unit; and
WHEREAS, Licensee presently maintains landscaping and entrance monuments at the
intersection of Tamiami Trail East and St. Andrews Boulevard; and
WHEREAS, Licensee's Advisory Committee wishes to enhance the current landscaping
by the addition of additional landscape and maintenance areas, as described in Exhibit "'A" to
this License; and
WHEREAS, Owner is the owner of certain property adjacent to St. Andrews Boulevard
in Naples, Florida, including the additional landscape and maintenance area shown on Exhibit
"A" as "'Area I".
NOW, THEREFORE, in consideration of Ten Dollars ($10.00) and other good and
valuable consideration exchanged amongst the parties, and in consideration of the covenants
contained herein, the parties agree as follows:
1. This is a bare license with no interest coupled thereto, whereby Owner does not
release any ownership rights it has in this or in any other property.
2. Licensee is hereby given the right to construct and then, at all time during the
course of this License, maintain at its sole cost and expense, certain landscape
improvements to Area 1 consistent with Exhibit "'A". In constructing and
maintaining the landscape improvements, Licensee will comply with all
applicable laws and standards. Throughout the course of this License, Licensee,
Page 1 of2
\687
and all approved successors and assigns, hereby agrees to indemnify and hold
harmless the Owner, its successors and assigns, from any and all claims and/or
suits whatsoever, arising out of the landscaping in Area 1.
3. This License is not a right, but a privilege personal to Licensee, and is not
assignable without the express written approval of the Owner, which approval
may be granted or withheld, with or without cause. Either party may freely
terminate this License at any time, effective immediately upon dispatch of written
notice to the other party, sent to the address of such other party as set forth above.
Upon termination of this License, Licensee shall have a reasonable period of time
to remove the landscape improvements from Area 1, and shall leave Area 1 m
substantially the same condition as presently exists.
':' '.~
IN WITNESS WHEREOF the parties hereto have set their hands and seals the day and
year first above written.
LEL Y SQUARE PARTNERSHIP
~---
By:
Print Name:
Print Title:
/ni-'J)~ It. Wt~/.-Ir<-.
l:;:f7t iNl-,;!.
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'.)3..i( .
BOARD OF COUNTY COMMISSIONERS,
COLLIER COUNTY, FLORIDA, AS
GOVERNING BOARD OF THE LEL Y GOLF
ESTATES BEAUTIFICATION MUNICIPAL
SERVICES TAXING UNIT:
ATTEST:
DWIGHT E. BROCK, CLERK
By ~W. ~
FRED W. COYLE, CHA AN
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LICENSE TO USE PROPERTY FOR LANDSCAPING
THIS LICENSE is granted this ~~ day of M(J.y~ , 2005, by and
between Earl C. and Charlotte J. Koops, whose address is 1250 North Tamiami Trail, #101,
Naples, Florida 34102-0000, ("Owner"), to the to the Lely Golf Estates Beautification Municipal
Services Taxing Unit, with the Board of County Commissioners, Collier County, Florida, as
governing board, located at 3301 Tamiami Trail East, Naples, Florida 34112 ("Licensee").
RECITALS
WHEREAS, Licensee was created and established by Collier County Ordinance No. 87-
100, as subsequently amended, for the purpose of beautifying and maintaining certain median
strips of streets and other public areas within the Lely Golf Estates Beautification Municipal
Services Taxing Unit; and
WHEREAS, Licensee presently maintains landscaping and entrance monuments at the
intersection of Tamiami Trail East and St. Andrews Boulevard; and
WHEREAS, Licensee's Advisory Committee wishes to enhance the current landscaping
by the addition of additional landscape and maintenance areas, as described in Exhibit "A" to
this License; and
WHEREAS, Owner is the owner of certain property adjacent to St. Andrews Boulevard
in Naples, Florida, including the additional landscape and maintenance area shown on Exhibit
"A" as "Area 2".
NOW, THEREFORE, in consideration of Ten Dollars ($10.00) and other good and
valuable consideration exchanged amongst the parties, and in consideration of the covenants
contained herein, the parties agree as follows:
1. This is a bare license with no interest coupled thereto, whereby Owner does not
release any ownership rights it has in this or in any other property.
2. Licensee is hereby given the right to construct and then, at all time during the
course of this License, maintain at its sole cost and expense, certain landscape
improvements to Area 2 consistent with Exhibit "A". In constructing and
maintaining the landscape improvements, Licensee will comply with all
applicable laws and standards. Throughout the course of this License, Licensee,
and all approved successors and assigns, hereby agrees to indemnify and hold
Page 1 of2
1687
.
,)
harmless the Owner, its successors and assigns, from any and all claims and/or
suits whatsoever, arising out ofthe landscaping in Area 2.
3. This License is not a right, but a privilege personal to Licensee, and is not
assignable without the express written approval of the Owner, which approval
may be granted or withheld, with or without cause. Either party may freely
terminate this License at any time, effective immediately upon dispatch of written
notice to the other party, sent to the address of such other party as set forth above.
Upon termination of this License, Licensee shall have a reasonable period of time
to remove the landscape improvements from Area 2, and shall leave Area 2 in
substantially the same condition as presently exists.
IN WITNESS WHEREOF the parties hereto have set their hands and seals the day and
year first above written.
~~
EARL C. OP, Own
~e~
.nt Name. ~'" r ~"''''<tI
~~A-'h~~fi ;;:&.
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~~~
CHARLOTTEJ.K P, r
BOARD OF COUNTY COMMISSIONERS,
COLLIER COUNTY, FLORIDA, AS
GOVERNING BOARD OF THE LEL Y GOLF
ESTATES BEAUTIFICATION MUNICIPAL
SERVICES TAXING UNIT:
By: 7uJ- w. ~-
FRED W.. COYLE, CHAI N II
,I
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ATTEST:
DWIGHT E. BROCK, CLERK
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ORIGINAL DOCUMENTS CHECKLIST & ROUTING SL! 6
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO .
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper, Attach to original document. Original documents should be hand delivered to the Board Office, The completed routing slip and original
documents are to be forwarded to the Board Office only ll!lE the Board has taken action on the item,)
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed, If the document is already complete with the
exce tion of the Chairman's si ature, draw a line throu routin lines #1 throu #4, com lete the checklist, and forward to Sue Filson (line #5),
Office Initials Date
C2~.
2.
3.
4. _
.-----
5. Sue Filson, Executive Manager
Board of County Commissioners
6. Minutes and Records
Clerk of Court's Office
PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending Bee approval. Normally the primary contact is the person who created/prepared the executive
summary, Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information. All original documents needing the Bee Chairman's signature are to be delivered to the Bee office only after the Bee has acted to approve the
item.)
Name of Primary Staff Pam Callis Phone Number 403-2359
Contact
Agenda Date Item was March 8, 2005 Agenda Item Number 16C2
Aooroved by the BCC
Type of Document Satisfactions of Notice of Promise to Pay Number of Original 2
Attached and Agreement to Extend Payment Documents Attached
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/ A" in the Not Applicable column, whichever is
a ro riate.
Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials.)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date of BCC approval of the
document or the final ne otiated contract date whichever is a licable.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are re uired.
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
The document was approved by the BCC on 3/08105 (enter date) and all changes
made during the meeting have been incorporated in the attached document. The
Coun Attorne's Office has reviewed the chan es, if a licable.
Yes
(Initial)
N/A (Not
A licable)
2.
3.
4.
5.
6.
ftns'
N/A
s
rs
I: Forms! County Forms! Bee Forms! Original Documents Routing Slip WWS Original 9,03,04, Revised 1.26,05, Revised 2.24,05
Prepared by:
Robert Zachary
Assistant County Attorney
Office of County Attorney
3301 East Tamiami Trail
Naples, Florida 34112
(239) 774-8400
*** 3573272 OR: 3749 PG: 3741 ***
RBCORDBD in OPPICIAL RBCORDS of COLLIBR COUNTY, PL
03/10/2005 at 09:36AM DWIGHT B. BROCK, CLBRK
RBC PBB 10.00
COPIBS 1.00
Retn:
CLBRK TO THB BOARD
INTBROPPICB 4TH PLOOR
BXT 1240
16 C2
SATISFACTION OF NOTICE OF PROMISE TO PAY AND AGREEMENT TO
EXTEND PAYMENT OF WATER AND/OR SEWER SYSTEM IMPACT FEE
KNOW ALL MEN BY THESE PRESENTS: That the BOARD OF COUNTY
COMMISSIONERS, COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF
COLLIER COUNTY AND AS EX-OFFICIO THE GOVERNING BOARD OF THE
COLLIER COUNTY WATER-SEWER DISTRICT, was the owner and holder of a certain
Agreement with the following:
Robert G. Stinson and Barbara A. Stinson, husband and wife
Whose mailing address is
2828 Storter Ave
Naples, FI 34112
Bearing the date of the 11 th day of October 1993, recorded in Official Record
Book 1873 Page(s) 000619, in the Office of the Clerk of the Circuit Court of Collier County,
State of Florida, which Agreement imposes a lien on the subject real property. The Lien
secures the principal sum of One Thousand Two Hundred Sixty Dollars and Five Cents
($1,260.05) plus accrued interest and penalties, if any, and imposes certain obligations
against real property situated in Collier County, Florida, described as follows:
LOT 5, BLOCK C, WHISPERING PINES, IN ACCORDANCE WITH AND
SUBJECT TO THE PLAT RECORDED IN PLAT BOOK 4, PAGE 17, PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA.
FOLIO NUMBER: 81732320006
Collier County, a political subdivision of the State of Florida, and the Collier
County Water-Sewer District, a political subdivision of the State of Florida, hereby
acknowledges receipt of payment in full satisfaction of the Lien and hereby
cancels the Lien.
The Clerk of the Circuit Court is hereby directed to record this Satisfaction of Lien
in the Official Records of Collier County, Florida, to acknowledge that the Lien ceases to
exist.
IN WITNESS WHEREOF, the Board of County Commissioners of Collier County,
Florida, and as Ex-Officio the Governing Board of the Collier County Water-Sewer
District, acting through its Chairman, directs execution and recording of this SatiSfaction
of Lien, by action Of the Board this f:rt. day of /J1ftr2c:...fI , 2005.
ATTEST: ,
DWIGHT E. .BROCK, CLERK
~(J).#m~,~.
.. ... . to Chlh"..f"'
11t1,n.n ~lJ.
Approved as to form and legal
suffici ~
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIOA. AS THE
GOVERNING BODY OF COlliER
COUNTY AND AS EX-OFFICfQ THE
GOVERNING BOARD OF THE-COLLIER
COUNTY WATER-SEWER DISTRICT"
~w.
m#
I b c.. z..
~~~:da 3 .R '05
Oat~ .3 .Q'05
Reed
Prepared by:
Robert Zachary
Assistant County Attorney
Office of County Attorney
3301 East Tamiami Trail
Naples, Florida 34112
(239) 774-8400
3573273 OR: 3749 PG: 3742
RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, PL
03/10/2005 at 09:36AM DWIGHT E. BROCK1 CLBRK
REC FEE 18.50
COPIBS 2.00
Retn:
CLBRK TO THB BOARD
INTBROFPICB 4TH FLOOR
BIT 1240
Jr'
(\2'::'
l{ )"
SATISFACTION OF NOTICE OF PROMISE TO PAY AND AGREEMENT TO
EXTEND PAYMENT OF WATER AND/OR SEWER SYSTEM IMPACT FEE
KNOW ALL MEN BY THESE PRESENTS: That the BOARD OF COUNTY
COMMISSIONERS, COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF
COLLIER COUNTY AND AS EX-OFFICIO THE GOVERNING BOARD OF THE
COLLIER COUNTY WATER-SEWER DISTRICT, was the owner and holder of a certain
Agreement with the following:
SPIKECO, INC., a Florida corporate seal and the hands of its
President, Jewell E. Foust.
Whose mailing address is
1082 Henderson Creek Drive
Naples, FL 34114
Bearing the date of the 21 st day of February 2002, recorded in Official Record
Book 2985 Page(s) 0526, in the Office of the Clerk of the Circuit Court of Collier County,
State of Florida, which Agreement imposes a lien on the subject real property. The lien
secures the principal sum of Fifty Nine Thousand Five Hundred Seventy Dollars and No
Cents ($59,570.00) plus accrued interest and penalties, if any, and imposes certain
obligations against real property situated in Collier County, Florida, described as follows:
THAT CERTAIN PARCEL OF LAND, lYING, BEING AND SITUATE IN
SECTION 3, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER
COUNTY, FLORIDA, MORE PARTICULARY DESCRIBED AS:
FROM THE INTERSECTION OF THE EAST LINE OF S.R. S-951 WITH A
LINE LYING 501.493 FEET SOUTH OF THE ESTABLISHED NORTH
LINE OF THE SOUTH % OF THE SOUTH % OF SECTION 3, TOWNSHIP
51 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, RUN
SOUTH 89223' 55" EAST 1181.77 FEET, PARALLEL WITH THE SAID
ESTABLISHED NORTH LINE OF THE SOUTH % OF THE SOUTH %;
THENCE SOUTH 89226' 55" EAST 142.23 FEET TO ESTABLISH THE
POINT OF BEGINNING;
THENCE FROM POINT OF BEGINNING CONTINUE SOUTH 892 26' 55"
EAST 125.00 FEET; THENCE SOUTH 0233' 05" WEST 744 FEET TO
THE CENTERLINE OF A COUNTY DRAINAGE EASEMENT,
ACCORDING TO AN INSTRUMENT RECORDED IN OFFICIAL
RECORDS BOOK 76 AT PAGE 127 OF THE PBULlC RECORDS OF
COLLIER COUNTY, FLORIDA; THENCE SOUTHWESTERLY 127 FEET
ALONG SAID CENTERLINE TO A LINE, BEARING SOUTH 02 33'05"
WEST AND PASSING THROUGH THE POINT OF BEGINNING; THENCE
NORTH 0233' 05" EAST 765 FEET TO THE POINT OF BEGINNING,
AND
FROM THE INTERSECTION OF THE EAST LINE OF STATE ROAD S-
951 WITH A LINE lYING 501.493 FEET SOUTH OF THE ESTABLISHED
NORTHLlNE OF THE SOUTH % OF THE SOUTH % OF SECTION 3,
TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER COUNTY,
FLORIDA, RUN SOUTH 89223' 55" EAST 1181.77 FEET, PARALLEL
WITH THE SAID ESTABLISHED NORTH LINE OF THE SOUTH % OF
THE SOUTH %; THENCE SOUTH 89226' 55" EAST 17.23 FEET TO
ESTABLISH THE POINT OF BEGINNING. THENCE FROM THE POINT
OF BEGINNING CONTINUE SOUTH 892 26' 55" EAST 125.00 FEET;
*** OR: 3749 PG: 3743 ***
THENCE SOUTH 02 33' 05" WEST 765 FEET TO THE CENTERLINE OF
A COUNTY DRAINAGE EASEMENT, ACCORDING TO AN
INSTRUMENT RECORDED IN OFFICIAL RECORD BOOK 76 AT PAGES
127 AND 128 OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE
SOUTHWESTERLY 127 FEET ALONG SAID CENTERLINE TO A LINE
BEARING SOUTH 0233' 05" WEST AND PASSING THROUGH THE
POINT OF BEGINNING; THENCE NORTH 02 33' 05" EAST 788 FEET TO
THE POINT OF BEGINNING, AND
FROM THE INTERSECTION OF THE EAST LINE OF STATE ROAD S-
951 WITH A LINE LYING 501.493 FEET SOUTH OF THE ESTABLISHED
NORTH LINE OF THE SOUTH HALFOFTHESOUTH HALF OF
SECTION 3, TOWNSHIP 51 SOUTH, RANGE 26 EAST, COLLIER
COUNTY, FLORIDA, RUN SOUTH 89223' 55" EAST,1074.02 FEET,
PARALLEL WITH THE SAID ESTABLISHED NORTH LINE OF THE
SOUTH HALF OF THE SOUTH HALF TO ESTABLISH THE POINT OF
BEGINNING.
)J
, ~).,'
. --..,
-............,
THENCE FROM THE POINT OF BEGINNING CONTINUE SOUTH 892 23'
55" EAST 107.75 FEET; THENCE SOUTH 89226' 55" EAST 17.23 FEET;
THENCE SOUTH 02 33' 05" WEST 788 FEET, MORE OR LESS, TO THE
CENTERLINE OF A COUNTY DRAINAGE EASEMENT, ACCORDING TO
AN INSTRUMENT RECORDED IN OFFICIAL RECORD BOOK 76 AT
PAGE 127 OF THE PUBLIC RECORDS OF SAID COUNTY; THENCE
SOUTHWESTERLY 128 FEET, MORE OR LESS, ALONG SAID
CENTERLINE TO A LINE BEARING SOUTH 02 36' 05" WEST AND
PASSING THROUGH THE POINT OF BEGINNING; THENCE NORTH 02
36' 05" EAST 810 FEET, MORE OR LESS, TO THE POINT OF
BEGINNING.
FOLIO NUMBER: 00725440000
Collier County, a political subdivision of the State of Florida, and the Collier
County Water-Sewer District, a political subdivision of the State of Florida, hereby
acknowledges receipt of payment in full satisfaction of the Lien and hereby
cancels the Lien.
The Clerk of the Circuit Court is hereby directed to record this Satisfaction of Lien
in the Official Records of Collier County, Florida, to acknowledge that the Lien ceases to
exist.
IN WITNESS WHEREOF, the Board of County Commissioners of Collier County,
Florida, and as Ex-Officio the Governing Board of the Collier County Water-Sewer
District, acting through its Chairman, directs execution and recording of this Satisfaction
of Lien, by action of the Board this 8tJ1 day of /J7/j-/>!~ 1/ , 2005.
.. '~i:~1~ ,;:.
. ::-~. , '~~ '~;'~~i '.\:., ':'>>1
ATTEst::.'.,.,. ....:.' ' ~'-"1"
DWIG~r:~. ~ROC~~L~K,':
~: : ' .y~~J ",.>./: ~ 0 ; t'\. /
,J :, . ". , ,o' -' , I-J"-
tes as '19 'Utii:i~ .'
~~~~~~'a~Jf~r~;~'~d legal
S~Uf' c~. ~
. /
(DA IDC.W EL
\\;,.,.,~'('~ttU'Ji;,,~~,,: '. .
,,-\.\ i,("~ ~;/~." .
,......... ,/ , *#.... . "
/' ,,2 ' ..~:;;., ..: ~',
BOARD OF COUNTY C~j\A1SSI0.NERS ~.~\
COLLIER COUNTY, FLORIDA, AS THE : 0',
GOVERNING BODY OF CQt..UER .,::,,~",
COUNTY AND AS EX-OFFJbiO THE .l'-'
GOVERNING BOARD OF T'H,ECO,qrlEH :,,~':s'
COUNTY WATER-SEWER DISTRIC1n:'."'';\'
'-1. n W r=-jk~-Z""l
-j'Lt.4L . r ~ ~ \
FRED W. COYLE, CH;R~N-l [~gi~~C. a.'_~:Q~
,
I ::('~:'d a~LC>5
D 'Plj~1ifJi ~
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP Reso05-l(
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO.
~nt on pink paper~A~~ ~~~~oc~~t~~~;m~~~b~~~~~~~~ 2:~~~~cy.~~0~~~~~u~~a6lri~naC... 3.
documents are to be forwarded to the Board Office onlY!:!lkr the Board has taken action on the item.) .,
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed, If the document is already complete with the
exce tion of the Chairman's si ature, draw a line throu h routin lines #1 throu #4, com lete the checklist, and forward to Sue Filson (line #5),
Route to Addressee(s) Office Initials Date
(List in routin order)
1. '-_
2.
3.
4.
----
--
5. Sue Filson, Executive Manager
Board of County Commissioners
6. Minutes and Records
Clerk of Court's Office
PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary. ~mary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information, All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the
item,)
Name of Primary Staff Pam Callis Phone Number 403-2359
Contact
Agenda Date Item was March 8, 2005 Agenda Item Number 16C3
Approved by the BCC
Type of Document Satisfaction of Lien and Resolution Number of Original 2
Attached Documents Attached
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "NtA" in the Not Applicable column, whichever is
a ro riate.
1. Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and os sib I State Officials.)
2. All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
3. The Chairman's signature line date has been entered as the date ofBCC approval of the
document or the final ne otiated contract date whichever is a licable.
4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are r uired.
5. In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approvaL ~
Some documents are time sensitive and require forwarding to Tallahassee within a certain S.
time frame or the BCC's actions are nullified. Be aware of your deadlines!
6. The document was approved by the BCC on 3/08/05 (enter date) and aU changes
made during the meeting have been incorporated in the attached document. The
Conn Attorne's Otnce has reviewed the chan es if a Iicable.
Yes Nt A (Not
(Initial) A licable)
fs
NtA
I: Forms! County Forms/ BCC Forms! Original Documents Routing Slip WWS Original 9,03,04, Revised 1.26,05, Revised 2,24,05
Retn:
CLBRK TO THB BOARD
INTBROFFICB 4TH FLOOR
BIT 7240
*** 3573274 OR: 3749 PG: 3744 ***
RBCORDBD in the OFFICIAL RBCORDS of COLLIBR COUNTY, FL RBC FBB
03/10/2005 at 09:36AM DWIGHT B. BROCK, CLERK COPIES
10.00
1. 00
16 C3,.
A RESOLUTION APPROVING SATISFACTION OF LIENS
FOR CERTAIN ACCOUNTS THAT HAVE PAID IN FULL THE
1994 SOLID WASTE COLLECTION AND DISPOSAL SERVICES
SPECIAL ASSESSMENTS.
RESOLUTION NO. 2005--.l.Q.L
WHEREAS, pursuant to Collier County Ordinance No. 90-30, as amended, the Board
of County Commissioners on August 22, 1995 adopted Resolution No. 95-475 authorizing
the recording of notices of liens for the delinquent solid waste collection and disposal
services special assessments for 1994; and
WHEREAS, Collier County Ordinance No. 90-30, as amended, requires the Board to
approve by Resolution and record in the Official Records a Satisfaction of Lien on all
accounts that have been paid in full.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that pursuant to Collier County
Ordinance No. 90-30, as amended, the Board recognizes full payment and receipt of the
1994 Service Year Solid Waste Collection and Disposal Special Assessment for the
following account numbered below, subsequent to the adoption of Resolution No. 95-475,
whereupon a lien had been recorded on real property pertaining to the account identified
herein. The Satisfaction of Lien attached hereto referencing the account identified herein
are hereby approved and the Chairman is hereby authorized to sign on behalf of the Board
of County Commissioners, and the Clerk is directed to record this Resolution and this
Satisfaction of Lien individually in the official records of Collier County:
Account No. 12441
This Resolution adopted this R-M day of 1t11fR.clI
, 2005, after motion,
second and majority vote.
~~a~~\le'.<BROCK, CLERK
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
;~':~a.~,Dc
Attest I~' to. . Ctta f rIIan . s
s 19ftatwre "0fl.1j.
Approved as to form and
I~v-l
f"'D~~id C. aigal
County Attorney
BY: ~W. ~
FRED W. COYLE, CHAI N
Item# I ~ l!. ~
~~~enda 3.R:l;6
Da~~ 3.Q.oc
ReI., d --__::..J
rlo/lg!(iJft- }x~
p~ty lerk
This instrument prepared by:
Robert Zachary
Assistant County Attorney
Office of the County Attorney
3301 East Tamiami Trail
Naples, Florida 34112
(239) 774-8400
*** 3573275 OR: 3749 PG: 3745 *1
RBCORDBD in OFFICIAL RBCORDS of COLLIBR COUNTY FL
03110/2005 at 09:36AM DWIGHT E. BROCK, CLERK '
RBC FBE 10,00
COPIES J,OO
Retn:
CLBRK TO THE BOARD
INTBROFFICE 4TH FLOOR
EXT 7240
16,
Property Folio No. 37985760001
SATISFACTION OF LIEN
KNOW ALL MEN BY THESE PRESENT: That the BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA was the owner and holder of
a certain Lien against:
De Greef, NicolaasJ=& Diana P
% De Flavis Construction
171 Commercial Blvd
Naples, FL 339420000
The Lien was recorded on the 14th day of September 1995, in Official Record
Book 2099, Pages 1338 through 1574, in the Office of the Clerk of the Circuit
Court of Collier County, State of Florida. The Lien secures the principal sum of
One Hundred Four Dollars And Thirty Seven Cents ($104.37), plus accrued
interest and penalties, if any, and imposes certain obligations against real
property situated in Collier County, Florida, described as follows:
GOLDEN GATE EST UNIT 27 E 180FT OF TR 65 OR 1642 PG 2139
Folio No.
Project No.
Account No.
37985760001
64000
12441
Collier County, a political subdivision of the State of Florida, hereby
acknowledges receipt of payment in full satisfaction of the Lien and hereby
cancels Lien.
The Clerk of the Circuit Court is hereby directed to record this Satisfaction of
Lien in the official Records of Collier County, Florida, to acknowledge that the
Lien ceases to exist.
IN WITNESS WHEREOF, the Board of County Commissioners of Collier County,
Florida, acting through its Chairman, directs execution and recording of this
Satisfaction of Lien, by action of the Board this 2H, day of l11~c.lI ,2005.
A ~lfESt:' .'.
&WIGHT ~. B~CK, CLERK
. .
1JJ~:~fj.~,bc.
At~st .a~ :t~)th.tr.an . s
s 1~~f~"@~~~~1~' form
and .. y~
BOARD OF COUNTY COMMISSIONERS
::LLlER~ ~.RIS:t-
FRED W. COYLE, CHAI RM
~'--.W'-l
/tefl, # .lkl!3 I
Di1!.. 3-(305 I
1
: fC'(.. 3/l:J:> 5'
~: L/~;/-'/Il;L~
i- eflitYt1-,~r:{f.l-. ~
. . .___J
1r'-David c. We' el
County Attorney
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP ResoDS" tD5
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNA TI]~
Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routittL . d orienl) 4 _
documents are to be forwarded to the Board Office only after the Board has taken action on the item,) V ..
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the
exce tion of the Chainnan's si ature, draw a line throu h routin lines #1 throu h #4, com lete the checklist, and forward to Sue Filson (line #5).
Route to Addressee(s) Office Initials Date
(list in routin order)
2.
3.
4.
5. Sue Filson, Executive Manager
Board of County Commissioners
PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending BCC approvaL Normally the primary contact is the person who created/prepared the executive
summary, Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information. All original documents needing the BCC Chairman's signature are to be delivered to the Bee office only after the BCe has acted to approve the
item)
6. Minutes and Records
Clerk of Court's Office
Name of Primary Staff Pam Callis Phone Number 403-2359
Contact
Agenda Date Item was March 8, 2005 Agenda Item Number 16C4
Approved bv the BCC
Type of Document Satisfactions of Lien and Resolution Number of Original 3
Attached Documents Attached
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/A" in the Not Applicable column, whichever is
a ro riate.
Original document has been signed/initialed for legal sufficiency, (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials.)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman' s signature line date has been entered as the date of BCC approval of the
document or the final ne otiated contract date whichever is a licable,
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are r uired.
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
The document was approved by the BCC on 3/08/05 (enter date) and all changes
made during the meeting have been incorporated in the attached document. The
Coon Attome's Omce has reviewed the chan es, if a licable.
Yes
(Initial)
N/A (Not
A licable)
2.
3,
4.
5.
6.
~s
N/A
rs
I: Forms/ eounty Forms! Bee Forms! Original Documents Routing Slip WWS Original 9,03.04, Revised 1,26.05, Revised 2,24,05
RESOLUTION NO. 2005- 108
16 ~ C4"'
A RESOLUTION APPROVING SATISFACTION OF LIENS FOR' -
CERTAIN ACCOUNTS THAT HAVE PAID IN FULL THE 1995
SOLID WASTE COLLECTION AND DISPOSAL SERVICES
SPECIAL ASSESSMENTS
WHEREAS, pursuant to Collier County Ordinance No. 90-30, as amended,
Board of County Commissioners on August 1, 2000 adopted Resolution No. 2000-236
authorizing the recording of notices of liens for the delinquent solid waste collection and _
t:"'"
C>
C>
"'"
disposal services special assessments for 1995; and
WHEREAS, Resolution No. 2000-236, was recorded on August 8, 2000 in Official
Record Book 2707, Pages 3195 through 3273 of the Official Records of Collier County,
Florida, which placed a lien on certain properties for the delinquent solid waste collection
and disposal services special assessments for 1995; and
WHEREAS, Collier County Ordinance No. 90-30, as amended, requires the Board
to approve by Resolution and record in the Official Records a Satisfaction of Liens on all
accounts that have been paid in full.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISIONERS OF COLLIER COUNTY, FLORIDA, that pursuant to Collier County
Ordinance 90-30, as amended the Board recognizes full payment and receipt of the 1995
Service Year Solid Waste Collection and Disposal Special Assessments for the following
accounts numbered below, subsequent to the adoption of Resolution No. 2000-236,
whereupon a lien had been recorded on real property pertaining to the accounts identified
herein. The Satisfactions of Lien attached hereto referencing the accounts identified herein
are hereby approved and the Chairman is hereby authorized to sign on behalf of the Board
of County Commissioners, and the Clerk is directed to record this Resolution and these
Satisfactions of Lien individually in the official records of Collier County:
Account No.
4734
12894
This Resolution adopted this 1?H, day of (Vt 1t&:1I
second and majority vote.
, 2005, after motion,
ATTEST: .,,;
DWIGHT e:\.FfROCK,.e~ERK
" ", - ~'
BOARD OF COMMISSIONERS
COLLIER COUNTY, FLORIDA
A'.. $. ~!i t. , c.. C ha 1 ~.~.., .~,
. ..\.J, ... ',.1;' "
s ~at.,r, oOil! J.' \.' .
Approved asJp fprmacid
legal suffi .' " ~;[: ' . ~
~/
ft' David C. Weig
County Attorney
I-;:~ f I
3.g.o5
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This instrument prepared by:
Robert Zachary
Assistant County Attorney
Office of the County Attorney
3301 East Tamiami Trail
Naples, Florida 34112
(239) 774-8400
*** 3573277 OR: 3749 PG: 3747 **~
RBCORDBD in OFFICIAL RBCORDS of COLLIBR COUNTY, FL
03/10/2005 at 09:36AM D~IGHT B, BROCK, CLBRK
RBC FBB 10,00
COPIBS 1.00
Retn:
CLBRK TO THB BOARD
INTBROFFICB 4TH FLOOR
BiT 7240
~'I' ...
a&:
...........
Property Folio No. 62093880000
SATISFACTION OF LIEN
KNOW ALL MEN BY THESE PRESENT: That the BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA was the owner and holder of
a certain Lien against:
Gonzales, Julio
Cruz Gonzales
5342 Catts St
Naples, FL 341137853
The Lien was recorded on the 8th day of August 2000, in Official Record Book
2707, Pages 3195 through 3273, in the Office of the Clerk of the Circuit Court
of Collier County, State of Florida. The Lien secures the principal sum of
Seventy Seven Dollars and Seventeen Cents ($77.17), plus accrued interest
and penalties, if any, and imposes certain obligations against real property
situated in Collier County, Florida, described as follows:
NAPLES MANOR ADD BLK 6 LOT 11 OR 1954 PG 2090
Folio No.
Project No.
Account No.
62093880000
65001
4734
Collier County, a political subdivision of the State of Florida, hereby
acknowledges receipt of payment in full satisfaction of the Lien and hereby
cancels Lien.
The Clerk of the Circuit Court is hereby directed to record this Satisfaction of
Lien in the official Records of Collier County, Florida, to acknowledge that the
Lien ceases to exist.
IN WITNESS WHEREOF, the Board of County Commissioners of Collier County,
Florida, acting through its Chairman, directs execution and recording of this
Satisfaction of Lien, by action of the Board this ~ day of IHt'rfCc.H , 2005.
. , ).
ATTt::sf .. C.'J (~, BOARD OF COUNTY COMMISSIONERS
DWIG~T E. B80CK, CLERK COLLIER C UNTY, FLORIDA
i;', ~~ 4M'Jj, ~ Jr" h. .lik By: W.
ll- . . S,' ".~...!".nr- _ 4" FF;tED W. COYLE, CHAIR
Approved as to form Att&$t l~ ,"0. I..ha 1n!an s
r~:;S~~IJ'
County Attorney
C~'~~'~~""-l
I 'v.. -., .t_ !
I .
! J.'6.t!~
!
l .
3.9'05
~.' '. tJ~~.~ _~A ~
~r'-~f&.rif""
t_"_",,.... .
This instrument prepared by:
Robert Zachary
Assistant County Attorney
Office of the County Attorney
3301 East Tamiami Trail
Naples, Florida 34112
(239) 774-8400
*** 3573278 OR: 3749 PG: 3748 **~
RBCORDBD in OFFICIAL RBCORDS of COLLIBR COUNTY, FL
03/10/2005 at 09:36AM DWIGHT B. BROCK, CLBRK
RBC FBB 10.00
COPIBS 1.00
Retn:
CLBRK TO THB BOARD
INTBROFFICB 4TH FLOOR
BXT 7240
16.'C4,
Property Folio No. 37985760001
SATISFACTION OF LIEN
KNOW ALL MEN BY THESE PRESENT: That the BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA was the owner and holder of
a certain Lien against:
De Greef, Nicolaas J=& Diana P
% De Flavis Construction
171 Commercial Blvd
Naples, FL 341044764
The Lien was recorded on the 8th day of August 2000, in Official Record Book
2707, Pages 3195 through 3273, in the Office of the Clerk of the Circuit Court
of Collier County, State of Florida. The Lien secures the principal sum of One
Hundred Two Dollars and Eighty Nine Cents ($102.89), plus accrued interest
and penalties, if any, and imposes certain obligations against real property
situated in Collier County, Florida, described as follows:
GOLDEN GATE EST UNIT 27 E 180FT OF TR 65 OR 1642 PG 2139
Folio No.
Project No.
Account No.
37985760001
65000
12894
Collier County, a political subdivision of the State of Florida, hereby
acknowledges receipt of payment in full satisfaction of the Lien and hereby
cancels Lien.
The Clerk of the Circuit Court is hereby directed to record this Satisfaction of
Lien in the official Records of Collier County, Florida, to acknowledge that the
Lien ceases to exist.
IN WITNESS WHEREOF, the Board of County Commissioners of Collier County,
Florida, acting through its Chairman, directs execution and recording of this
Satisfaction of Lien, by action of the Board this ~+^ day of MftR,c/( ,2005.
ATTEST: BOARD OF COUNTY COMMISSIONERS
DWIGHT E. BROCK, CLERK COLLIER COUNTY, FLORIDA
. : . A est.s to Ch'lI'''=~:fRED'MLE~HA~~
Approved as to forms1gllat!,;!"e fjf)IJ.
and legalsuffi . ncy
~
item #
/'t.~
~:.f? .~5
.3 .9.05
~ David C. Wei el
County Attorney
l,.lle:
Date
Reed
M00S -to~
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO '6 C'
. THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNA TUllE, . . 5 ~
Print on pink paper, Attach to original document. Original documents should be hand delivered to the Board Office, The completed routing slip and original
documents are to be forwarded to the Board Office only l!f1n the Board has taken action on the item.)
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed, If the document is already complete with the
exce tion of the Chairman's si ature, draw a line throu h routin lines #1 throu #4, co lete the checklist, and forward to Sue Filson (line #5),
Route to Addressee(s) Office Initials Date
(List in routin order)
2.
3.
4.
Sue Filson, Executive Manager
Board of County Commissioners
PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary, Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information, All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the
item,)
6. Minutes and Records
Clerk of Court's Office
Name of Primary Staff Pam Callis Phone Number 403-2359
Contact
Agenda Date Item was March 8, 2005 Agenda Item Number 16C5
Approved bv the BCC
Type of Document Satisfactions of Lien and Resolution Number of Original 3
Attached Documents Attached
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "NI A" in the Not Applicable column, whichever is
a ro riate.
Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, w!th the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials.)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date of BCC approval of the
document or the final ne otiated contract date whichever is a licable.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are re uired.
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
The document was approved by the BeC on 3/08/05 (enter date) and all changes
made during the meeting have been incorporated in the attached document. The
Coon Attorne's Office has reviewed the chan es if a licable.
Yes
(Initial)
N/A (Not
A licable)
2.
3.
4.
5.
6.
fms
N/A
s
fr's.
I: Formsl County Formsl BCC Formsl Original Documents Routing Slip WWS Original 9.03.04, Revised 1,26,05, Revised 2,24,05
RESOLUTION NO. 2005- 109
16 C5~
A RESOLUTION APPROVING SATISFACTION OF LIENS FOR
CERTAIN ACCOUNTS THAT HAVE PAID IN FULL THE 1996
SOLID WASTE COLLECTION AND DISPOSAL SERVICES
SPECIAL ASSESSMENTS
WHEREAS, pursuant to Collier County Ordinance No. 90-30, as amended,
Board of County Commissioners on August 1, 2000 adopted Resolution No. 2000-237
authorizing the recording of notices of liens for the delinquent solid waste collection and
disposal services special assessments for 1996; and
WHEREAS, Resolution No. 2000-237, was recorded on August 8, 2000 in Official
Record Book 2708, Pages 0199 through 0309 of the Official Records of Collier County,
Florida, which placed a lien on certain properties for the delinquent solid waste collection
and disposal services special assessments for 1996; and
WHEREAS, Collier County Ordinance No. 90-30, as amended, requires the Board
to approve by Resolution and record in Official Records a Satisfaction of Liens on all
accounts that have been paid in full.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISIONERS OF COLLIER COUNTY, FLORIDA, that pursuant to Collier County
Ordinance No. 90-30, as amended the Board recognizes full payment and receipt of the
1996 Service Year Solid Waste Collection and Disposal Special Assessments for the
following account numbered below, subsequent to the adoption of Resolution No. 2000-
237, whereupon a lien had been recorded on real property pertaining to the accounts
identified herein. The Satisfactions of Lien attached hereto referencing the accounts
identified herein are hereby approved and the Chairman is hereby authorized to sign on
behalf of the Board of County Commissioners, and the Clerk is directed to record this
Resolution and these Satisfactions of Lien individually in the official records of Collier
County:
Account No.
14397
23980
This Resolution adopted after this 8'fIt day of iJ1.A-f.CI-I , 2005 after motion, second and
majorityvot~:, .."
.. ~,
.,'
.,>
BOARD OF COMMISSIONERS
COLLIER COUNTY, FLORIDA
ATTES"Tf " i. "
. ..... oJ, \.. , .'
DWIS8;r:'E. BROCK,'Ol:~RK
.- ." <.._' ., -'e. '" ,6 ',: .
f r':~, ~'~:-\ ':, j !'~: ;
~ ..Jj4i1M.~tU 16
~ . <.f.,',..,. ..'::<....,.: ' . ."
,,- ".. ':, "\IO(~~", ~ "i ,~,~, ',~~tF.;" :,:.t~~
Approved~.tO'f,Qtn,.>anq ",,;1' ,:' i',f';"~'
~:7~~
~jt,- David C. eigel
County Attorney
BY:
C ;1"" ~ MI!!~;:' S
ad....... ~:::c1
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This instrument prepared by:
Robert Zachary
Assistant County Attorney
Office of the County Attorney
3301 East Tamiami Trail
Naples, Florida 34112
(239) 774-8400
*** 3573280 OR: 3749 PG: 3750 ***
RECORDBD in OFFICIAL RBCORDS of COLLIER COUNTY, FL
03/10/2005 at 09:36AM DWIGHT B. BROCK, CLBRK
RBC FBB 10.00
COPIBS 1.00
Retn:
CLBRK TO THB BOARD
INTEROFFICE 4TH FLOOR
EXT 7240
16 'CS
Property Folio No. 37985760001
SATISFACTION OF LIEN
KNOW ALL MEN BY THESE PRESENT: That the BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA was the owner and holder of
a certain Lien against:
De Greef, Nicolaas J=& Diana P
% De Flavis Construction
171 Commercial Blvd
Naples FL 341044764
The Lien was recorded on the 8TH day of August 2000, in Official Record Book
2708, Pages 0199 through 0309, in the Office of the Clerk of the Circuit Court
of Collier County, State of Florida. The Lien secures the principal sum of One
Hundred Four Dollars and Thirteen Cents ($104.13) plus accrued interest and
penalties, if any, and imposes certain obligations against real property situated
in Collier County, Florida, described as follows:
GOLDEN GATE EST UNIT 27 E 180FT OF TR 65 OR 1642 PG
2139
Folio No.
Project No.
Account No.
37985760001
66000
14397
Collier County, a political subdivision of the State of Florida, hereby
acknowledges receipt of payment in full satisfaction of the Lien and hereby
cancels Lien.
The Clerk of the Circuit Court is hereby directed to record this Satisfaction of
Lien in the official Records of Collier County, Florida, to acknowledge that the
Lien ceases to exist.
IN WITNESS WHEREOF, the Board of County Commissioners of Collier County,
Florida, acting through its Chairman, directs execution and recording of this
Satisfaction of Lien, by action of the Board this fi.Ht day of A'/A-ec.1f ,2005.
, (...~..
AmST:.. ,. BOARD OF COUNTY COMMISSIONERS
}OWH3HTE. B:B.OOK, CLERK COLLIER COUNTY, FLORIDA
~..~~.fivlt,~ By: M W ~
" (~"'." ...'....!. "....:-..:...::. ~t est -5 to CIll] if1il~~~ W COYLE, CHAIR i~
Ap~gM'.~,$',tQ for (j. 1
d. t J'.I'. ;J'.ff'" . 1 gftatwre Oil J.
an eg~I"S1J . IClenc
~~~~
County Attorney
r~ "
r
/te5
3'~,06'
3 ''/'05'
vr:~a
This instrument prepared by:
Robert Zachary
Assistant County Attorney
Office of the County Attorney
3301 East Tamiami Trail
Naples, Florida 34112
(239) 774-8400
*** 3573281 OR: 3749 PG: 3751 **
RBCORDBD in OPPICIAL RBCORDS of COLLIER COUNTY, PL
03/10/2005 at 09:36AK DWIGHT E. BROCK, CLERK
REC PEE
C-iIES
,16 G5-
10.00
1. 00
Retn:
CLERK TO THB BOARD
INTEROPPICE 4TH PLOOR
BXT 7240
Property Folio No. 62093880000
SATISFACTION OF LIEN
KNOW ALL MEN BY THESE PRESENT: That the BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA was the owner and holder of
a certain Lien against:
Gonzales, Julio
Cruz Gonzales
5342 Catts St
Naples FL 341137853
The Lien was recorded on the 8TH day of August 2000, in Official Record Book
2708, Pages 0199 through 0309, in the Office of the Clerk of the Circuit Court
of Collier County, State of Florida. The Lien secures the principal sum of One
Hundred Four Dollars and Thirteen Cents ($104.13) plus accrued interest and
penalties, if any, and imposes certain obligations against real property situated
in Collier County, Florida, described as follows:
NAPLES MANOR ADD BLK 6 LOT 11 OR 1954 PG 2030
Folio No.
Project No.
Account No.
62093880000
66000
23980
Collier County, a political subdivision of the State of Florida, hereby
acknowledges receipt of payment in full satisfaction of the Lien and hereby
cancels Lien.
The Clerk of the Circuit Court is hereby directed to record this Satisfaction of
Lien in the official Records of Collier County, Florida, to acknowledge that the
Lien ceases to exist.
IN WITNESS WHEREOF, the Board of County Commissioners of Collier County,
Florida, acting through its Chairman, directs execution and recording of this
Satisfaction of Lien, by action of the Board this ~ day of IhFt~cff ,2005.
....t\ ~ ",. ,.
AREST:' ".. -,' BOARD OF COUNTY COMMISSIONERS
~ o,WI~HT E. ~R~K, CLERK COLLlER~O NTY, FLORI~
=:: ~~-a~.k. w
- . . -' By' .
','f:J.' , -', '. ,:".:" . Attost as to Chai'~lFq W COYLE, CHAIRMA .
'Aptl,f?,ve,das ~o..form S 19J'atwre oo! J .
and' 4eg~t ::;ufflcle ncy
rD7?c. S~ -;
County Attorney
I/pCI./
.s. 8 -05
31'0$
~~
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
~.__~~~~~~~~6
documents are to be forwarded to the Board Office only after the Board has taken action on the item.)
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the
exce tion of the Chairman's si nature, draw a line throuoh routin lines #1 through #4, com tete the checklist, and forward to Sue Filson (line #5).
e to Addressee(s) Office Initials
(List in ro order)
1.
2.
3.
4.
5,
6.
Clerk of Court's Office
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the
item.)
Name of Primary Staff
Contact
Agenda Date Item was
A roved by the BCC
Type of Document
Attached
PRIMARY CONTACT INFORMATION
Phone Number
Agenda Item Number
"
3.~-cr)
Number of Original
Documents Attached
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/A" in the Not Applicable column. whichever is
a ro riate.
Original document has been signed/initialed for legal sufficiency, (All documents to be
signed by the Chairman, with the exception of most letters. must be reviewed and signed
by the Office of the County Attorney, This includes signature pages from ordinances,
resolutions, etc, signed by the County Attorney's Office and signature pages from
contracts, agreements, etc, that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials.)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date of BCC approval of the
document or the final ne otiated contract date whichever is a licable,
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
sianature and initials are re uired,
In most cases (some contracts are an exception). the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified, Be aware of our deadlines!
The document was approved by the BCC on. {) -O~;- (enter date) and all changes
made during the meeting have been incorporated in the attached document. The
Count Attorne 's Office has reviewed the chan es, if a licable.
Yes
(Initial)
N/A (Not
A licable)
2,
3,
4.
5.
6,
~
I: Forms! County Forms! BCe Forms! Original Documents Routing Slip WWS Original 9.03.04. Revised 1.26.05, Revised 2,24.05
EASEMENT
Form 3722-A (Stocked) Rev. 7/94
1 ~C6..
Work Order No. 1437116
Prepared By:
Name: Mark K. Johnson
Co. Name: FP&L Co.
Address: 4105 S.W. 15th,Ave.
Naples, Fl. 34116
Sec. 27, Twp. 48, Rge. 25.
Parcel LD. 00167840006
(Maintained by Property Appraiser)
The undersigned, in consideration of the payment of $1.00 and other good and valuable consideration, the adequacy and
receipt of which is hereby acknowledged, grant and give to Florida Power & Light Company, its licensees, agents,
Successors, and assigns, an easement forever for the construction, operation and maintenance of overhead and underground
electric utility facilities (including wires. poles. guys, cables, conduits and appurtenant equipment) to be installed from time
to time; with the right to reconstruct. improve. add to, enlarge. change the voltage. as well as, the size of and remove such
facilities or any of them within an easement 10 feet in width, described as follows:
An FP&L Company easement more particularly described on Exhibit "A" attached hereto and made a part
hereof. Said legal description and sketch prepared by Jerry L. Riffelmacher of Hole Montes. Inc.
Together with the right to permit any other person, firm or corporation to attach wires to any facilities hereunder and lay
cable and conduit within the easement and to operate the same for communications purposes; the right of ingress and
egress to said premises at all times; the right to clear the land and keep it cleared of all trees. undergrowth and other
obstructions within the easement area; to trim and cut and keep trimmed and cut all dead, weak. leaning or dangerous trees
or limbs outside of the easement area which might interfere with or fall upon the lines or systems of communications or
power transmission or distribution; and further grants. to the fullest extent the undersigned has the power to grant, if at all.
the rights hereinabove granted on the land heretofore described. over, along. under and across the roads. streets or
highways adjoining or through said property,
IN WITNESS WHEREOF. the undersigned has signed and sealed this instrument on this ~ day of ~:i...J.1.L ,2005.
Board of County Commissioners
Collier County, Florida
By ~.Lw. ~
Fred W. Coyle, Chairman
3301 Tamiami Trail East
Naples, Florida 34112
Attest:
Dwight E, Brock. Cl~rf-:) ., !J [: ~l??B
PM'.,.}_ . .i6"';j,~::J.;,,~P
~ ~ r/'1"rtI-V1 / r~' 1:;:;~~li~.y ,\ .c .
Attest IS to:Ch~}~;~(~ \ t
SfOftatwrf onr,J )~~,:. 'fJ==( ~
3301 Tamiami Tn~r Ea~~.,~, ',~ ;~
Naples. Flonda 34'11;2 "iH~, <.
<' .
Item # lit, C!... ~
Agenda
Date 3 JtQ5
r
Date 8
Rec'd .3 . '05
'~~ty b bt:~
.......'~-----.........
EXHIBIT A
page-Lof -1-
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ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP 1 6
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO C 9
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper, Attach to original document. Original documents should be hand delivered to the Board Ot1ice, The completed routing slip and original
documents are to be forwarded to the Board Ot1ice only after the Board has taken action on the item.)
ROUTING SLIP
Complete routing lines # I through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the
excePtion of the Chairman's signature, draw a line through routing lines #1 through #4, complete the checklist, and forward to Sue Filson (line #5).
Route to Addressee(s) Office Initials Date
(List in routing order)
1.
-----------------------
2.
-----------------------
3.
----------------------- ;
4.
----------------------
5. Sue Filson, Executive Manager Board of County Commissioners
6. Minutes and Records Clerk of Court's Office
PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the
item.)
Name of Primary Staff Artie Bay Phone Number 530-5390
Contact
Agenda Date Item was 3/8/05 Agenda Item Number )~ ~q
Approved by the BCC
Type of Document Grant Agreements for SFWMD Number of Original Three sets of five -
Attached Documents Attached Minutes and records
use third set, original
signed contracts from
SFWMD must go back
to them
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/A" in the Not Applicable column, whichever is
a ro riate,
Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc, that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials,)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date ofBCC approval of the
document or the final ne otiated contract date whichever is a licable.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are re uired,
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified, Be aware of your deadlines!
The document was approved by the BCC on_3/8/05 (enter date) and all
changes made during the meeting have been incorporated in the attached document.
The Count Attorne 's Office has reviewed the chan es, if a licable.
Yes
(Initial)
N/A (Not
A licable)
2.
3,
4.
5,
M
DB-
6.
I: Forms/ County Forms/ BCC Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1 ,26.05, Revised 2.24.05
16C9
^ ..
MEMORANDUM
Date:
February 9, 2005
To:
Artie Bay
PUED
From:
Linda A. Houtzer, Deputy Clerk
Minutes & Records Department
Re:
Grant Agreements for SFWMD
Enclosed please find two (2) each of five (5) original documents, as referenced
above, (Agenda Item #16C9), approved by the Board of County
Commissioners on Tuesday, February 8, 2005.
Please forward to the appropriate parties for signatures and return a fully
executed original to the Minutes and Records Department.
If you have any questions, please call me at 774-8411.
Thank you.
Enclosures (5 sets of2)
SOUTH FLORIDA WATER MANAGEMENT DISTRICT
3301 Gun Club Road, We.'st Palm Beach, Florida 33406 . (561l686-8800 . FL WATS 1-800-432-16DD~6997-2574
Mailing Address: P.O. Box 24680, West Palm Beach, FL 334]6-4680 . www.sfwmd.gov
.
March 16, 2005
Ms. Alicia Abbott
Collier County Board of County Commissioners
3301 Tamiami Trail E.
Bldg. H, 3rd Floor
Naples, FL 34112
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Dear Ms. Abbott:
Subject:
Contract # DG050234
Collier County Reclaimed Water Aquifer
Storage and Recovery Project
Please find enclosed one (1) fully executed copy of the above referenced document.
Thank you for your efforts on behalf of the South Florida Water Management District
(District). Should there be any questions, or if you require any additional information,
please contact me.
Sincerely,
'(?~1//&fi?~~, ~A~~t')J
~adette Harrison
Contract Specialist
Procurement Department
bharriso@sfwmd.gov
(561) 682-6378
(561) 681-6275
BH/sr
Enclosure
c: Elliot Kampert MSC 4350, w/attachment
District Clerk/Original File
Nicolas J. Gutierrez, Jr., Esq., Chair
Pamela Brooks-Thomas, Vice-Chair
lrela M. Bague
GOVERNING BOARD EXECUTIVE OFFICE
Michael Collins
Hugh M. English
Lennart E, Lindahl, P.E.
Kevin McCarty
Harkley R. Thornton
Trudi K. Williams, P,E.
Henry Dean, Executive Director
ORIGINAL
16C9
.
2004-2005 SOUTH FLORIDA WATER MANAGEMENT DISTRICT
ALTERNATIVE WATER SUPPLY
FUNDING PROGRAM AGREEMENT
Recipient:
Collier County Board of County
Commissioners
050234
vat Date: November 11,2004
Recipient's Project Manager:
Alicia Abbott
..;,>....::....,.'..::.:.:./.,......;::,... "';,'..::..,':,:':'-:>-,'":,::.:::<.::.:.:.:..;>.,>",,.u',":,:>,.,,' ,,>.; ",:::'.::-"",;",-: ',:.,'., .......,.....':_ ,
fij$.,....~..a..~.mOlult: $~ 4~O,OOO.OO
Address:
3301 Tamiami Trail E.
Bldg, H, 3rd Floor
Naples, Florida 34112
Telephone No:
239-530-5344
Fax No:
239-530-5378
SFWMD Project Manager:
Elliot Kampert
Address:
2301 McGregor Blvd.
Fort Myers, Florida 33901
Telephone No:
239-338-2929 X 7745
Fax No:
239-338-2936
Insurance
N/A
Federal Employer Identification Number:
21-07-019995-53C
Project Title:
Collier County Reclaimed Water Aquifer Storage and Recovery Project.
Description:
Construction of One Pilot ASR Well and Two Monitoring Wells to Provide Seasonal Storage of
Reclaimed Water in the West Season and Recove Durin the D Season when Demand is Greatest.
Agreement No. DG050234, Page 1 of 10
16C9
.
This Agreement is entered into between "the Parties", the South Florida Water
Management District (SFWMD), the "District", and the undersigned Applicant,
hereinafter referred to as the "Recipient." The Recipient warrants and represents that it
has no obligation or indebtedness that would impair its ability to fulfill the terms and
conditions of this Agreement, and shall abide by all legal, financial, and reporting
requirements, such as matching funds and final reports for all funding received by the
Recipient from the District.
ARTICLE 1 - PROJECT
1.1 The Recipient shall, to the satisfaction of the District, fully and timely construct
and perform all work items described in the "Statement of Work," attached hereto as
Exhibit "e", and made a part of this Agreement.
1.2 As part of the services to be provided by the Recipient under this Agreement, the
Recipient shall substantiate, in whatever form reasonably requested by the District,
any supporting documentation utilized as a basis for payment by the District. This
paragraph shall survive the expiration or termination of this Agreement.
ARTICLE 2 - TERM OF THE AGREEMENT
2.1 The period of performance of this Agreement shall commence upon the last date of
execution of this Agreement and shall continue for a period not to exceed thirty-six
(36) months.
2.2 The Parties agree that time is of the essence in the performance of each and every
obligation under this Agreement.
ARTICLE 3 - COMPENSATION/CONSIDERATION
3.1 As consideration for providing the goods and services required by this Agreement,
the District shall pay the Recipient the funding amount as specified on front page,
Such amount is a not to exceed amount and therefore, no additional consideration
shall be authorized. Recipient must provide at least fifty (50) percent of the total
project cost, with the exception of designated REDI communities.
Agreement No. DG050234, Page 2 of 10
16C9
.
3.2 The Recipient assumes sole responsibility for all work, which is performed
pursuant to Exhibit "C". By providing funding hereunder, the District does not
make any warranty, guaranty, or any representation whatsoever regarding any of the
work performed hereunder, including but not limited to the adequacy or sufficiency
of all or any part of work described in Exhibit "C",
3.3 The Recipient hereby agrees not to use District funding for any work associated
with the research, design and permitting aspects of the Project. District funds shall
only be used for capital or infrastructure costs for the construction activities
described in Exhibit "C".
ARTICLE 4 - FUNDING PAYMENTS AND REPORTING
4.1 The District shall make payment to the Recipient upon completion and acceptance
of the final deliverable as described in Exhibit "e". The Recipient shall provide
certification that all construction has been completed in accordance with Exhibit
"c" of this Agreement.
4.2 The Recipient's invoice shall reference the District's Agreement Number and shall
be sent to the Project Manager at the address stated on the first page of this
Agreement. The Recipient shall not submit an invoice to any other address at the
District.
4.3 The District shall have the right to inspect all work and review final reports before
authorization of payment is made to the Recipient. It is the policy of the District
that payment for all goods and services shall be made in a timely manner and that
interest payments are made on late payments. In accordance with Florida Statutes,
Section 218.70, Florida Prompt Payment Act, a "proper" invoice is defined as an
invoice that conforms to all statutory requirements and all District requirements as
set forth in the Agreement for invoice submission. The time at which payment shall
be due from the District shall be forty-five (45) days from receipt of a proper
invoice and acceptance of services and/or deliverables, based on compliance with
the statutory requirements set forth in Section 218.70, ES. and upon satisfaction of
the District conditions as detailed in the Agreement.
Failure of the Recipient to follow the instructions set forth in the Agreement
regarding a proper invoice and acceptable services and/or deliverables may result in
an unavoidable delay in payment by the District. All payments due from the District
for a proper invoice and acceptable services and/or deliverables and not made within
the time specified in this section shall bear interest from thirty (30) days after the
due date at the rate of one percent (1%) per month on the unpaid balance. The
Recipient shall invoice the District for payment of any accrued unpaid interest.
Agreement No, DG050234, Page 3 of 10
16C9
.
Any disputes regarding invoice payments which cannot be resolved by the
appropriate department of the District shall be concluded by final written decision
of the District Leadership Team not later than sixty (60) days after the date on
which the proper invoice was received by the District.
4.4 Upon award of the Agreement, the Recipient shall provide to the District a
detailed schedule of the Project. The Recipient shall provide three (3) copies of
progress reports every six months to the District, which shall describe the extent
of Project completion. Upon request by the District, the Recipient shall provide as
supporting documentation, all work products associated with the completion of
the tasks designated in the Work Breakdown Structure Exhibit "e", and Schedule
of Tasks and Deliverables Exhibit "D", attached to this Agreement.
ARTICLE 5 . PROJECT MANAGEMENT
5.1 The Parties shall direct all matters arising in connection with the performance of
this Agreement, other than invoices and notices, to the attention of the Project
Managers. The Project Managers shall be responsible for overall coordination and
oversight relating to the performance of this Agreement.
5.2 All notices, demands, or other communications to the Recipient under this
Agreement shall be in writing and shall be deemed received if sent by certified
m~il, return receipt requested, to the address stated.
All notices to the District under this Agreement shall be in writing and sent by
certified mail to:
South Florida Water Management District
Attn: (District Project Manager's name as stated on the first page of the
Agreement)
(Address as stated on the first page of the Agreement)
5.3 All notices required by this Agreement shall be considered delivered upon receipt.
Should either Party change its address, written notice of such new address shall
promptly be sent to the other Party.
5.4 All correspondence to the District under this Agreement shall reference the
District's Agreement Number.
Agreement No, DG050234, Page 4 of 10
16C9
.
ARTICLE 6 - TERMINATION I REMEDIES
6.1 It is the policy of the District to encourage good business practices by requiring
recipients to materially perform in accordance with the terms and conditions of
the Agreement. In accordance with District Rule 40E-7, Part II, F.A.c., "material
breach" is defined as any substantial, unexcused non-performance by failing to
perform an act that is an important part of the transaction or performing an act
inconsistent with the terms and conditions of the Agreement.
If the Recipient materially fails to fulfill its obligations under this Agreement, the
District will provide written notice of the deficiency by forwarding a Cure Notice
citing the specific nature of the material breach. The Recipient shall have thirty
(30) days to cure the breach. If the Recipient fails to cure the breach within the
thirty (30) day period, the District shall issue a Termination for Default Notice.
Once the District has notified the Recipient that it has materially breached its
agreement with the District, by sending a Termination for Default Notice, the
District's Governing Board shall determine whether the Recipient should be
suspended from doing future work with the District, and if so, for what period of
time. The District's Governing Board will consider the factors detailed in Rule
40E-7, Part II, F.A.C. in making a determination as to whether a Recipient should
be suspended, and if so, for what period of time. Should the District terminate for
default in accordance with this provision, the District shall be entitled to recover
reprocurement costs in addition to all other remedies under law and/or equity.
6.2 The District may terminate this Agreement at any time for convenience upon
thirty (30) calendar days prior written notice to the Recipient. The performance
of work under this Agreement may be terminated by the District in accordance
with this clause in whole, or from time to time in part, whenever the District shall
determine that such termination is in the best interest of the District. Any such
termination shall be effected by delivery to the Recipient of a Notice of
Termination specifying the extent to which performance of work under the
Agreement is terminated, and the date upon which such termination becomes
effective. In the event of termination, the District shall compensate the Recipient
for all authorized and accepted work performed through the termination date. The
District shall be relieved of any and all future obligations hereunder, including
but not limited to, lost profits and consequential damages under this Agreement.
The District may withhold all payments to the Recipient for such work until such
time as the District determines the exact amount due to the Recipient.
6.3 In the event a dispute arises, which the Project Managers cannot resolve between
themselves, the Parties shall have the option to submit to non-binding mediation.
The mediator or mediators shall be impartial, shall be selected by the Parties, and
the cost of the mediation shall be borne equally by the Parties. The mediation
process shall be confidential to the extent permitted by law.
Agreement No, DG050234, Page 5 of 10
16C9
.
ARTICLE 7 . RECORDS RETENTION
7.1 The Recipient shall maintain records and the District shall have inspection and
audit rights as follows:
A. Maintenance of Records. The Recipient shall maintain all financial and non-
financial records and reports directly or indirectly related to the negotiation or
performance of this Agreement, including supporting documentation for any
service rates, expenses, research or reports. Such records shall be maintained
and made available for inspection for a period of five (5) years from completing
performance and receiving final payment under this Agreement.
B. Examination of Records. The District or its designated agent shall have the
right to examine in accordance with generally accepted governmental auditing
standards all records directly or indirectly related to this Agreement. Such
examination may be made only within five (5) years from the date of final
payment under this Agreement and upon reasonable notice, time and place.
C. Extended Availability of Records for Legal Disputes. In the event that the
District should become involved in a legal dispute with a third party arising
from performance under this Agreement, the Recipient shall extend the period
of maintenance for all records relating to the Agreement until the final
disposition of the legal dispute, and all such records shall be made readily
available to the District.
D. Periodic Audits. The District shall perform audits periodically to ensure funding
objectives are being met.
ARTICLE 8 . STANDARDS OF COMPLIANCE
8.1 The Recipient, its employees, subcontractors or assigns, shall comply with all
applicable federal, state, and local laws and regulations relating to the performance
of this Agreement. The District undertakes no duty to ensure such compliance, but
will attempt to advise the Recipient, upon request, as to any such laws of which it
has present knowledge.
8.2 The laws of the State of Florida shall govern all aspects of this Agreement. In the
event it is necessary for either party to initiate legal action regarding this
Agreement, venue shall be in the Fifteenth Judicial Circuit for claims under state
law and in the Southern District of Florida for any claims, which are justifiable in
federal court.
8.3 The Recipient shall allow public access to all Project documents and materials in
accordance with the provisions of Chapter 119, Florida Statutes. Should the
Recipient assert any exemptions to the requirements of Chapter 119 and related
Agreement No. DG050234, Page 6 of 10
16C9
.
Statutes, the burden of establishing such exemption, by way of injunctive or other
relief as provided by law, shall be upon the Recipient.
8.4 Pursuant to Section 216.347, Florida Statutes, the Recipient is prohibited from the
expenditure of any funds under this Agreement to lobby the Legislature, the
judicial branch, or another state agency.
8.5 The Recipient shall obtain, at its sole expense, all necessary licenses, authorizations
and permits from the appropriate private party or federal, state, municipal or local
agency, and other governmental approvals, prior to commencing performance of
this Agreement. A delay in obtaining permits shall not give rise to a claim by the
Recipient for additional compensation. If the Recipient is unable to obtain all
necessary permits in a timely manner, either party may elect to terminate this
Agreement, each party to bear its own costs, notwithstanding other provisions of
this Agreement to the contrary.
8.6 The Recipient hereby assures that no person shall be excluded on the grounds of
race, color, creed, national origin, handicap, age, or sex, from participation in,
denied the benefits of, or is otherwise subjected to discrimination in any activity
under this Agreement. The Recipient shall take all measures necessary to
effectuate these assurances.
ARTICLE 9 - INDEMNIFICATION
9.1 For value received, which is hereby acknowledged, the Recipient shall defend,
indemnify, save, and hold the District, its officers, directors, board members,
agents, assigns, and employees harmless from liabilities, damages, losses, and costs,
including, but not limited to reasonable attorney's fees, to the extent caused by the
negligence, recklessness or intentionally wrongful conduct of the Recipient and
other persons employed or utilized by the Recipient in the performance of the
Agreement. The District shall have the right to approve counsel selected by the
Recipient to defend the District in the event the District is named in any legal
action.
The Recipient further acknowledges that it is solely responsible for ensuring its
compliance and the compliance of its subcontractors, suppliers, agents, assigns,
invitees and employees with the terms of this Agreement. This paragraph shall
survive the expiration or termination of this Agreement.
ARTICLE 10 - RELATIONSHIP BETWEEN THE PARTIES
10.1 The Recipient shall be considered an independent contractor and neither party shall
be considered an employee or agent of the other party. Nothing in this Agreement
shall be interpreted to establish any relationship other than that of an independent
Agreement No, DG050234, Page 7 of 10
16C9
contractor between the parties and their respective employees, agents,
subcontractors, or assigns during or after the performance of this Agreement. Both
parties are free to enter into contracts with other parties for similar services.
.
10.2 The Recipient shall not assign, delegate or otherwise transfer its rights and
obligations as set forth in The Agreement without the prior written consent of the
District. Any attempted assignment in violation of this provision shall be null and
void.
10.3 It is the intent and understanding of the Parties that this Agreement is solely for the
benefit of the Recipient and the District. No person or entity other than the
Recipient or the District shall have any rights or privileges under this Agreement
in any capacity whatsoever, either as third-party beneficiary or otherwise.
ARTICLE 11 . GENERAL PROVISIONS
11.1 Notwithstanding any provisions of this Agreement to the contrary, the Parties shall
not be held liable for any failure or delay in the performance of this Agreement that
arises from fires, floods, strikes, embargoes, acts of the public enemy, unusually
severe weather, outbreak of war, restraint of government, riots, civil commotion,
force majeure, act of God, or for any other cause of the same character which is
unavoidable through the exercise of due care and beyond the control of the Parties.
Failure to perform shall be excused during the continuance of such circumstances,
but this Agreement shall otherwise remain in effect.
11.2 Any inconsistency in this Agreement shall be resolved by giving precedence in the
following order:
(a) Terms and Conditions outlined in Articles 1-11
(b) Exhibit "C" Statement of Work
(c) All other exhibits, attachments and documents specifically incorporated herein
by reference
11.3 Failures or waivers to insist on strict performance of any covenant, condition, or
provision of this Agreement by the Parties, their successors and assigns shall not be
deemed a waiver of any of its rights or remedies, nor shall it relieve the other Party
from performing any subsequent obligations strictly in accordance with the terms of
this Agreement. No waiver shall be effective unless in writing and signed by the
Party against whom enforcement is sought. Such waiver shall be limited to
provisions of this Agreement specifically referred to therein and shall not be
deemed a waiver of any other provision. No waiver shall constitute a continuing
waiver unless the writing states otherwise.
11.4 Should any term or provision of this Agreement be held, to any extent, invalid or
unenforceable, as against any person, entity or circumstance during the term hereof,
Agreement No, DG050234, Page 8 of 10
16C9
.
by force of any statute, law, or ruling of any forum of competent jurisdiction, such
invalidity shall not affect any other term or provision of this Agreement, to the
extent that the Agreement shall remain operable, enforceable and in full force and
effect to the extent permitted by law.
11.5 This Agreement may be amended only with the written approval ofthe Parties.
11.6 This Agreement states that all publicity/outreach media will be jointly planned by
the Recipient and the District and any and all materials, events, or endorsements
arising out of this award will require prior District approval.
11.7 This Agreement states the entire understanding and Agreement between the Parties
and supersedes any and all written or oral representations, statements, negotiations
or Agreements previously existing between the Parties with respect to the subject
matter of this Agreement. The Recipient recognizes that any representations,
statements or negotiations made by District staff do not suffice to legally bind the
District in a contractual relationship unless they have been reduced to writing and
signed by an authorized District representative. This Agreement shall insure to the
benefit of and shall be binding upon the parties, their respective assigns, and
successors in interest.
Agreement No, DG050234, Page 9 of 10
16C9
IN WITNESS WHEREOF, the Parties or their duly authorized representatives hereby
execute this Agreement on the date written below.
SOUTH FLORIDA WATER MANAGEMENT DISTRICT,
BY ITS GOVERNING BOARD
cr
Date:
SFWMD Office of Counsel Approved
By:
~S~~ate: J-!t!6S
i;'.
"c'
A'lTIST
UWI8IT B.8IOCI,,4*':
BY~~~a.~.)x
Att st as 'tcit6hll';1~an "S
S 19J1dtwre 00 1..v.
Board of County Commissioners
Recipient's Legal Name: Call ier County J 1"1 nrida
By Authorized Offici,,], ~ w. C+
. Fred W. Coyle
Title:
Chairman
flpprov:;6!!12 to I'm."',;, '.",;?';-,~;",,,,. '.",
. '~-~~
Auuitant County Attorney
Date:
March 8,,2005
cr:MD. Procmemeut Approved,
B*J~/1-ndr ~ Date: ~ -- 'l- - O~-
Item # / (, t. 1
Agenda ~ 'fiif 5
Date ~'O '0
Dat~ 3 . 30 ,05
Reed
Agreement No. DG050234, Page 10 of 10
16C9
.
EXHIBIT "C"
STATEMENT OF WORK
1.0 INTRODUCTION
Aquifer Storage and Recovery (ASR) is a method of increasing the available
water supply by storing excess water in underground aquifers, and recovering it
when needed to satisfy peak demands. Collier County has identified the need
for 140 million gallons of reclaimed water storage in order to expand and
maximize the effectiveness of the County's existing reuse program. ASR
provides the most cost-effective means to achieve these storage objectives for
reclaimed water.
Even with the extensive reuse program that Collier County has, during rainy
periods when irrigation demand is low, excess reclaimed water must be disposed
of using percolation ponds and deep injection wells. However, with adequate
seasonal storage, reclaimed water can be used much more effectively; reducing
irrigation withdrawals from surface or groundwater systems during critical dry
season periods and reducing loss of valuable freshwater resources. For these
reasons, the use of ASR for storage of reclaimed water is consistent with the
goals and objectives of the South Florida Water Management District.
Collier County has already committed funding and support to ASR technology.
The proposed reuse ASR project would utilize reclaimed water from the North
County Water Reclamation Facility (NCWRF). The County has already selected
a site for the project and submitted the application for the FDEP permit. Initial
exploration wells have also been drilled.
2.0 SCOPE
The scope of the project is to construct one pilot ASR well and two deep monitor
wells. The project will create a facility for the storage and recovery of more than
140 million gallons of reclaimed water. It is anticipated that upon completion,
the proposed well would accept injectate and recover water at a rate of 1.0 to 1.5
million gallons per day (MGD). Injection would occur over a 90 to 120-day
period during the wet season, or whenever excess wastewater was available.
Recovery would take place on an as-needed basis to increase dry season
reclaimed water flows to County reuse customers. The scope of work is detailed
in the Work Breakdown Structure (Section 4.0)
Plans and contract specifications will be submitted to the County for review and
test/ construction permits will be obtained prior to start of construction.
Exhibit "e" to Agreement DG050234, Page 1 of 9
16CS
The principal goals of the project are to:
. Increase availability of reclaimed water,
. Decrease the loss of reclaimed water using traditional disposal
methods, and
. Reduce dependence on freshwater aquifers to meet dry season
demands.
3.0 PROJECT JUSTIFICATION
This project is justified because of the opportunity to conserve significant
quantities of fresh water and to reduce the amount of reclaimed water being lost
through conventional disposal methods. During the wet season or other rainy
periods, reclaimed water frequently goes unused. With adequate storage
available, this excess water would be available for beneficial use during the dry
season. The storage of wet season reclaimed water for use during the dry season
will also relieve demands on potable aquifers during the dry season,
The capital cost of ASR versus the cost of conventional water storage is more
economic than conventional storage. Other cost/benefit opportunities will be
seen when the ASR program is complete and the dry season irrigational
demands are supplied with stored ASR wells, thus reducing potable water
demands.
3.1. Potential for Significant and Lasting Benefits
Implementation of an ASR facility has significant and lasting benefits for Collier
County by providing the following:
. A means to meet future irrigation water storage and demand
. Effective management of existing water resources including the
ability to:
Maintain wellfield safe yield
- Enhance wet season production
Reduce aquifer stress during the dry season
. Reduction or delay of the need for future well field expansion
Exhibit "e" to Agreement DG050234, Page 2 of 9
16C9
.
4.0 WORK BREAKDOWN STRUCTURE
4.1. Description of Project Elements
The pilot ASR well will be completed with a 12-inch diameter casing to
approximately 800 feet below land surface (bls) and an open hole extending to
approximately 860 feet. One single-zone monitor well will be completed in the
first permeable zone above the ASR storage zone using 6.625-inch O.D., 0.562-
inch wall steel casing. The other well will be completed to the same depth as the
ASR well using 6-inch O.D., 0.562-inch wall steel casing. Final depths will be
determined from subsurface data obtained during well construction.
The project will be comprised of the following construction elements:
1. Competitive bidding and contract documents
2. Site preparation and drilling pad construction
3. Pilot ASR well construction and testing
4. ASR monitor well construction
5. Pump purchase and installation
Tasks required to complete the pilot ASR project are described below.
Task 1 - Preconstruction Activities
. Review plans and specifications for pilot ASR well and monitor
wells
. Bid Contract, Select Contractor, Award Contract, Notice to Proceed
. Acquire utility easements
. Obtain required construction permits
Work Products: Contract Documents for pilot ASR well and monitor well,
construction permits.
Deliverable: Approved Plans and Specifications, Contract Documents, Recorded
Easements, Construction permits.
Task 2 - Preliminary Construction Activities
. Review and evaluate contractor submittals
. Clear site and conduct surveying
. Mobilize drilling equipment
Exhibit "e" to Agreement DG050234, Page 3 of 9
16C9
.
. Install temporary utility services
. Construct drilling pad and install water table monitor wells
Work Products: Contractor submittals, equipment list, material and supplier's
list, subcontractor's list, horizontal and vertical control, daily log (applicable to
all tasks), mill certificates.
Deliverable: Completed materials! equipment lists.
Task 3 - Proposed Sequence of Drilling and Testing of Pilot ASR Test/Monitor
Wells
LOWER-HAWTHORN ZONE II MONITORING WELL (LHZ2MW)
1. Mobilize and prepare site
2. A minimum 16-inch 0,0" 0.375-inch wall pit casing will be set at a depth to
be determined by the Contractor subject to review by the Engineer.
3. Drill a 12.25-inch diameter hole using the mud rotary method from base of
the surface casing to a point approximately 730 feet bls.
4. Conduct required geophysical logging .
5. As an alternative, the Contractor may elect to run a cement basket or other
similar device on the steel pipe. The tremmie method would than be used
to pump all stages of cement and back plugging would not be required.
6. Install approximately 635 feet of 6.625-inch 0.0" 0.562-inch wall steel casing
with centralizers.
7. Pressure grout the annulus with neat cement to a minimum of 100 feet
above the bottom of the casing. Conduct required temperature log.
8. Grout the remaining annulus in stages to the surface with cement grout
containing 4 % bentonite by the tremie method.
9. Clean out open hole from the base of the production casing to 730 feet. This
work should not begin for at least 24 hours after the last cement stage is
performed.
10. Develop well until turbidity is less than 1 NTU or until Engineer indicates
water quality is acceptable.
Exhibit "e" to Agreement DG050234, Page 4 of 9
16C9
.
11. Collect clean water samples for primary and secondary drinking water
standards analysis and minimum criteria for sewage effluent.
12. Complete wellhead.
13. Once the ASR and monitor wells are installed, a well step test only will be
performed to evaluate the well and aquifer response. This test shall be
performed after any required acid treatment.
Work Products: Lithologic samples, water samples, geophysical logs, video
survey, geologist log, water quality analyses results, packer test data and
interpretation results, instrument calibration data, cementing operations plan
and records, casing installation tabulation, description/ record drawings, well
completion report, and drilling disposal plan and approval.
Deliverable: Installed and Tested ASR Monitor Well.
Task 4 - Proposed Sequence of Drilling and Testing of Pilot ASR
Injection/Recovery Well
ASR Well
1. Mobilize and prepare site
2. A minimum 38-inch I.D., 0.375-inch wall pit casing will be set at a depth to
be determined by the Contractor.
3. Drill a nominal 12-inch diameter borehole to approximately 325 feet below
land surface (bls) using the mud rotary method.
4. Conduct required geophysical logging.
5. Ream hole to nominal 34 inches. Clean hole and perform caliper survey,
6, Install approximately 320 feet of 28-inch O.D., O.375-inch wall steel surface
casmg.
7. Circulate mud until the return mud properties approach the properties of
the injected mud. Pressure grout surface casing with neat cement.
Temperature logs will need to be performed after each stage to help locate
the top of cement. Temperature logs should be run 6-8 hours after a cement
stage.
Exhibit "C" to Agreement DG050234, Page 5 of 9
16C9
.
8. Clean casing of drilling mud.
9. Drill a 12-inch diameter pilot hole using the reverse-air method from base of
the surface casing to a point approximately 880 feet bls.
10. Collect clean water samples at every rod change during reverse air drilling
of the pilot hole and during the drilling of additional open hole if required.
Also monitor flow rates and monitor water levels as required.
11. Conduct required geophysical logging, specified flow tests and video
survey.
12. Ream pilot hole to 22 inches by the reverse air method to the casing setting
depth as specified by the engineer (approximately 800 ft).
13. Conduct required geophysical logging . Develop well until discharge water
is clear.
14. Backfill the well with the drill cuttings to a point 20 to 30 feet below the
casing set point. Once the cuttings level (gravel level) is reached at
approximately 20 feet below the casing set point, backfill the hole with
20/40 or similar mesh sand to a point approximately 5 feet below the base
of the casing setting point. A small plug of cement should be set on top of
the sand.
15. Install approximately 795 feet of 16-inch LD. to 12-inch LD. tapered
fiberglass casing with centralizers.
16. Pressure grout the annulus with neat cement to a minimum of 100 feet
above the bottom of the casing. The maximum surface pressure during this
operation should not exceed 50% of the burst pressure of the 16-inch casing.
Conduct required temperature log.
17. Grout the remaining annulus in stages to the surface with cement grout
containing 4% bentonite by the tremie method.
18. Clean out open hole from the base of the production casing to
approximately 860 feet bls using the reverse air technique and an 11-inch
bit.
19. Develop well, conduct video survey and conduct testing.
Exhibit "en to Agreement DG050234, Page 6 of 9
16C9
.. .'"
.
20. Help Engineer collect clean water samples for primary and secondary
drinking water standards analysis.
21. Conduct optional acid treatment of well if requested by Project Engineer.
22. Complete wellhead.
23. Once the ASR and monitor wells are installed, a well performance test will
be performed to evaluate overall regional response.
24. Perform bacterial clearance in the ASR well after final testing on the well is
complete.
Work Products: Lithologic samples, geophysical logs, video survey, laboratory
analyses, instrument calibration data, cementing operations plan and records,
casing installation tabulation, development and test records, inclination survey
test results, final well description/ record drawings, records required by law,
well completion report, grout card and drilling water disposal plan and
approval.
Deliverable: Installed and Tested Pilot ASR Well. Well Completion Report with
all data.
Task 5 - Proposed Construction Sequence of Surface Facilities
. Install pump in ASR well
. Install appropriate surface treatment equipment (filters,
disinfection system, etc.)
. Demobilization (restoration and cleanup)
Work Products: Vertical and horizontal control, materials tabulation records,
testing records, startup logs, and certifications.
Deliverable: Completed Surface Facilities.
Task 6 - Final Construction Documents
. Prepare shop drawings and equipment information
. Prepare operations and maintenance manuals
. Conduct training on equipment operations and maintenance
. Certify preparation of operation and maintenance manuals
Exhibit "COO to Agreement DG050234, Page 7 of 9
16C9
.
Work Products: Shop drawings, record drawings, one copy of Operation &
Maintenance Manuals.
Deliverable: Final Construction Documents.
4.2. Design Description
The design includes the following:
. One 12-inch diameter injection well cased to approximately 800 feet
below land surface, and an open hole injection/ recovery zone from
approximately 800 to approximately 860 feet.
. Two 6-inch monitor wells cased to approximately 635 and 800 feet
below land surface respectfully, and an open hole monitor zones
from approximately 635 to 730 and 800 to 840 feet, respectively.
The ASR pilot project is designed to obtain site-specific hydrogeologic and water
quality.data in order to identify and select an optimum storage interval. Discreet
interval hydraulic testing will be conducted during drilling of the deep
test/ monitor well. The primary objectives will be to determine the
transmissivities of the storage zone and the confining characteristics of the zones
above and below the storage zone. Final completion depths for the ASR well will
be determined following review and interpretation of data collected during
construction of the monitor well pilot hole. The deep test/ monitor well will
subsequently be used as an observation well for an aquifer performance test and
a monitor well for the storage interval during operational testing of the ASR well.
5.0 Project Cost
This phase of the ASR project is estimated at $2,165,000. The construction cost
associated with the project is $1,665,000. The individual cost estimates for the
various tasks described above are as follows:
Task Description Costs
1. Preconstruction Activities $410,000
2. Preliminary Construction and Site Work $210,000
3. Pipeline Construction $450,000
4. Pretreatment Facilities $440,000
5. Electrical Preconstruction Activities $90,000
Exhibit "e" to Agreement DG050234, Page 8 of 9
16C9
.
6. ASR Well and Pump $380,000
7. Monitoring Wells $160,000
8. Pinal Construction Documents $25,000
Total Estimated Design and Construction Cost $2,165,000
6.0 Location of the Project
The project is located north of the Pelican Bay Wellfield, off Livingston Road in
Collier County. The injection well and monitor wells will be installed on
easements obtained by the County.
7.0 Deliverable Schedule
The project is estimated to be completed in 12 months. Preconstruction activities
will commence in June 2004 with all construction completed by January 2006.
Exhibit "C" to Agreement DG050234, Page 9 of 9
16C9
EXHIBIT "0"
SUMMARY SCHEDULE OF TASKS AND DELlVERABLES
. A summary deliverable schedule associated with this project is set forth below. The schedule is based
on a not-to-exceed thirty six months agreement.
. All deliverables submitted hereunder are subject to review by the District. Due dates for all deliverables
are based on the number of months from the date of agreement execution, The Recipient hereby
agrees to provide the District all deliverables, data and information described in the Statement of Work
in both written and electronic four-digit format.
. Payment shall be made following receipt and acceptance by the District of project deliverables in
accordance with the schedule set forth below, Total payment by the District for all work completed
herein shall not exceed the amount of $450.000,00. All payments are subject to District fiscal year
appropriations,
1 Preconstruction Activities
2
Prelimina Construction & Site Work
3
Pi eline Construction
4
Pretreatment Facilities
5
Electrical Preconstruction Activities
6
ASR Well and Pum
7
Monitorin Wells
Letter of Completion
8
Final Construction Documents
Total:
36 months
$450,000.00
$450,000.00
Exhibit "0" to Agreement OG050234, Page 1 of 10
.................
SOUTH FLORIDA WATER MANAGEMENT DISTRICT
.
3301 Gun Club Road, West Palm Beach, Florida 3340h . (5611686-8800 . FL WATS 1-800-432-2045 .
Mailing Address: P.O. Box 24680, West Palm Beach, FL 33416-4680 . www.sfwmd.gov
March 17, 2005
,
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Mr. Peter Schalt
Collier County Board of County Commissioners
3301 Tamiami Trail E.
Bldg. H, 3rd Floor
Naples, FL 34112
;~
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of.'"
(N
Dear Mr. Schalt:
1,,:;-;
Subject:
Contract # DG050235
Manatee Road Potable Aquifer Storage and Recovery (ASR)
System Expansion
Please find enclosed one (1) fully executed copy of the above referenced document.
Thank you for your efforts on behalf of the South Florida Water Management District
(District). Should there be any questions, or if you require any additional information,
please contact me.
Sincerely,
/<, 7Aa '1J
~C<{/:{~-&'!flk) .. . ,Q/L 2-[..1.<
I
, Bernadette Harrison
Contract Specialist
Procurement Department
bharriso@sfwmd.gov
(561) 682-6378
(561) 681-6275
BH/sr
Enclosure
c: Elliott Kampert MSC 4350, w/attachment
District Clerk/Original File
GOVERNING BOARD EXECUTIVE OFFICE
Nicolas J. Gutierrez, Jr., Esq., Chair
Pamela Brooks-Thomas, Vice-Chair
lrela M. Bague
Michael Collins
Hugh M, English
Lennart E. Lindahl, P.E.
Kevin McCarty
Harkley R. Thornton
Trudi K, Williams, P.E.
Henry Dean, Executive Director
ORIGINAL
16C9
2004-2005 SOUTH FLORIDA WATER MANAGEMENT DISTRICT
ALTERNATIVE WATER SUPPLY
FUNDING PROGRAM AGREEMENT
Recipient: Agreement Number: DG050235
Collier County Board of County
Commissioners Governing Board Approval Date: November 11, 2004
Recipient's Project Manager:
Peter Schalt, PMP
District Funding Amount: $ 150,000.00
Address:
3301 Tamiami Trail E.
Bldg. H, 3rd Floor
Naples, Florida 34112
Telephone No:
239-530-5343
Fax No:
239-530-5378
SFWMD Project Manager:
Elliot Kampert
Address:
2301 McGregor Blvd.
Fort Myers, Florida 33901
Telephone No:
239-338-2929 X 7745
Fax No:
239-338-2936
Insurance
N/A
Federal Employer Identification Number:
21-07-019995-53C
Project Title:
Manatee Road Potable Aquifer Storage and Recovery (ASR) System Expansion.
Description:
Expansion of the Manatee Road ASR System; Includes Construction of Two (2) ASR Wells with
Attendant Piping and Wellhead Equipment.
Agreement No. DG050235, Page 1 of 10
16C9
This Agreement is entered into between "the Parties", the South Florida Water
Management District (SFWMD), the "District", and the undersigned Applicant,
hereinafter referred to as the "Recipient." The Recipient warrants and represents that it
has no obligation or indebtedness that would impair its ability to fulfill the terms and
conditions of this Agreement, and shall abide by all legal, financial, and reporting
requirements, such as matching funds and final reports for all funding received by the
Recipient from the District.
ARTICLE 1 - PROJECT
1.1 The Recipient shall, to the satisfaction of the District, fully and timely construct
and perform all work items described in the "Statement of Work," attached hereto as
Exhibit "e", and made a part of this Agreement.
1.2 As part of the services to be provided by the Recipient under this Agreement, the
Recipient shall substantiate, in whatever form reasonably requested by the District,
any supporting documentation utilized as a basis for payment by the District. This
paragraph shall survive the expiration or termination of this Agreement.
ARTICLE 2 - TERM OF THE AGREEMENT
2.1 The period of performance of this Agreement shall commence upon the last date of
execution of this Agreement and shall continue for a period not to exceed thirty-six
(36) months.
2.2 The Parties agree that time is of the essence in the performance of each and every
obligation under this Agreement.
ARTICLE 3 - COMPENSATION/CONSIDERATION
3.1 As consideration for providing the goods and services required by this Agreement,
the District shall pay the Recipient the funding amount as specified on front page.
Such amount is a not to exceed amount and therefore, no additional consideration
shall be authorized. Recipient must provide at least fifty (50) percent of the total
project cost, with the exception of designated REDI communities.
Agreement No. DG050235, Page 2 of 10
16C9
3.2 The Recipient assumes sole responsibility for all work, which is performed
pursuant to Exhibit "C", By providing funding hereunder, the District does not
make any warranty, guaranty, or any representation whatsoever regarding any of the
work performed hereunder, including but not limited to the adequacy or sufficiency
of all or any part of work described in Exhibit "C".
3.3 The Recipient hereby agrees not to use District funding for any work associated
with the research, design and permitting aspects of the Project. District funds shall
only be used for capital or infrastructure costs for the construction activities
described in Exhibit "C".
ARTICLE 4 - FUNDING PAYMENTS AND REPORTING
4.1 The District shall make payment to the Recipient upon completion and acceptance
of the final deliverable as described in Exhibit "C". The Recipient shall provide
certification that all construction has been completed in accordance with Exhibit
"C" of this Agreement.
4.2 The Recipient's invoice shall reference the District's Agreement Number and shall
be sent to the Project Manager at the address stated on the first page of this
Agreement. The Recipient shall not submit an invoice to any other address at the
District.
4.3 The District shall have the right to inspect all work and review final reports before
authorization of payment is made to the Recipient. It is the policy of the District
that payment for all goods and services shall be made in a timely manner and that
interest payments are made on late payments. In accordance with Florida Statutes,
Section 218.70, Florida Prompt Payment Act, a "proper" invoice is defined as an
invoice that conforms to all statutory requirements and all District requirements as
set forth in the Agreement for invoice submission. The time at which payment shall
be due from the District shall be forty-five (45) days from receipt of a proper
invoice and acceptance of services and/or deliverables, based on compliance with
the statutory requirements set forth in Section 218.70, F.S. and upon satisfaction of
the District conditions as detailed in the Agreement.
Failure of the Recipient to follow the instructions set forth in the Agreement
regarding a proper invoice and acceptable services and/or deliverables may result in
an unavoidable delay in payment by the District. All payments due from the District
for a proper invoice and acceptable services and/or deliverables and not made within
the time specified in this section shall bear interest from thirty (30) days after the
due date at the rate of one percent (I %) per month on the unpaid balance. The
Recipient shall invoice the District for payment of any accrued unpaid interest.
Agreement No. DG050235, Page 3 of 10
Any disputes regarding invoice payments which cannot be resolved by th~ 6 C 9
appropriate department of the District shall be concluded by final written decision
of the District Leadership Team not later than sixty (60) days after the date on
which the proper invoice was received by the District.
.
4.4 Upon award of the Agreement, the Recipient shall provide to the District a
detailed schedule of the Project. The Recipient shall provide three (3) copies of
progress reports every six months to the District, which shall describe the extent
of Project completion. Upon request by the District, the Recipient shall provide as
supporting documentation, all work products associated with the completion of
the tasks designated in the Work Breakdown Structure Exhibit "e", and Schedule
of Tasks and Deliverables Exhibit "D", attached to this Agreement.
ARTICLE 5 - PROJECT MANAGEMENT
5.1 The Parties shall direct all matters arising in connection with the performance of
this Agreement, other than invoices and notices, to the attention of the Project
Managers. The Project Managers shall be responsible for overall coordination and
oversight relating to the performance of this Agreement.
5.2 All notices, demands, or other communications to the Recipient under this
Agreement shall be in writing and shall be deemed received if sent by certified
mail, return receipt requested, to the address stated.
All notices to the District under this Agreement shall be in writing and sent by
certified mail to:
South Florida Water Management District
Attn: (District Project Manager's name as stated on the first page of the
Agreement)
(Address as stated on the first page of the Agreement)
5.3 All notices required by this Agreement shall be considered delivered upon receipt.
Should either Party change its address, written notice of such new address shall
promptly be sent to the other Party.
5.4 All correspondence to the District under this Agreement shall reference the
District's Agreement Number.
Agreement No, DG050235, Page 4 of 10
ARTICLE 6 - TERMINATION I REMEDIES
16C9
.
6.1 It is the policy of the District to encourage good business practices by requiring
recipients to materially perform in accordance with the terms and conditions of
the Agreement. In accordance with District Rule 40E-7, Part II, F.A.c., "material
breach" is defined as any substantial, unexcused non-performance by failing to
perform an act that is an important part of the transaction or performing an act
inconsistent with the terms and conditions of the Agreement.
If the Recipient materially fails to fulfill its obligations under this Agreement, the
District will provide written notice of the deficiency by forwarding a Cure Notice
citing the specific nature of the material breach. The Recipient shall have thirty
(30) days to cure the breach. If the Recipient fails to cure the breach within the
thirty (30) day period, the District shall issue a Termination for Default Notice.
Once the District has notified the Recipient that it has materially breached its
agreement with the District, by sending a Termination for Default Notice, the
District's Governing Board shall determine whether the Recipient should be
suspended from doing future work with the District, and if so, for what period of
time. The District's Governing Board will consider the factors detailed in Rule
40E-7, Part II, EA.C. in making a determination as to whether a Recipient should
be suspended, and if so, for what period of time. Should the District terminate for
default in accordance with this provision, the District shall be entitled to recover
reprocurement costs in addition to all other remedies under law and/or equity.
6.2 The District may terminate this Agreement at any time for convenience upon
thirty (30) calendar days prior written notice to the Recipient. The performance
of work under this Agreement may be terminated by the District in accordance
with this clause in whole, or from time to time in part, whenever the District shall
determine that such termination is in the best interest of the District. Any such
termination shall be effected by delivery to the Recipient of a Notice of
Termination specifying the extent to which performance of work under the
Agreement is terminated, and the date upon which such termination becomes
effective. In the event of termination, the District shall compensate the Recipient
for all authorized and accepted work performed through the termination date. The
District shall be relieved of any and all future obligations hereunder, including
but not limited to, lost profits and consequential damages under this Agreement.
The District may withhold all payments to the Recipient for such work until such
time as the District determines the exact amount due to the Recipient.
6.3 In the event a dispute arises, which the Project Managers cannot resolve between
themselves, the Parties shall have the option to submit to non-binding mediation.
The mediator or mediators shall be impartial, shall be selected by the Parties, and
the cost of the mediation shall be borne equally by the Parties. The mediation
process shall be confidential to the extent permitted by law.
Agreement No. DG050235, Page 5 of 10
ARTICLE 7 . RECORDS RETENTION
16C9
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7.1 The Recipient shall maintain records and the District shall have inspection and
audit rights as follows:
A. Maintenance of Records. The Recipient shall maintain all financial and non-
financial records and reports directly or indirectly related to the negotiation or
performance of this Agreement, including supporting documentation for any
service rates, expenses, research or reports. Such records shall be maintained
and made available for inspection for a period of five (5) years from completing
performance and receiving final payment under this Agreement.
B. Examination of Records. The District or its designated agent shall have the
right to examine in accordance with generally accepted governmental auditing
standards all records directly or indirectly related to this Agreement. Such
examination may be made only within five (5) years from the date of final
payment under this Agreement and upon reasonable notice, time and place.
C. Extended Availability of Records for Legal Disputes. In the event that the
District should become involved in a legal dispute with a third party arising
from performance under this Agreement, the Recipient shall extend the period
of maintenance for all records relating to the Agreement until the final
disposition of the legal dispute, and all such records shall be made readily
available to the District.
D. Periodic Audits. The District shall perform audits periodically to ensure funding
objectives are being met.
ARTICLE 8 . STANDARDS OF COMPLIANCE
8.1 The Recipient, its employees, subcontractors or assigns, shall comply with all
applicable federal, state, and local laws and regulations relating to the performance
of this Agreement. The District undertakes no duty to ensure such compliance, but
will attempt to advise the Recipient, upon request, as to any such laws of which it
has present knowledge.
8.2 The laws of the State of Florida shall govern all aspects of this Agreement. In the
event it is necessary for either party to initiate legal action regarding this
Agreement, venue shall be in the Fifteenth Judicial Circuit for claims under state
law and in the Southern District of Florida for any claims, which are justifiable in
federal court.
8.3 The Recipient shall allow public access to all Project documents and materials in
accordance with the provisions of Chapter 119, Florida Statutes. Should the
Recipient assert any exemptions to the requirements of Chapter 119 and related
Agreement No. DG050235, Page 6 of 10
16C9
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Statutes, the burden of establishing such exemption, by way of injunctive or other
relief as provided by law, shall be upon the Recipient.
8.4 Pursuant to Section 216.347, Florida Statutes, the Recipient is prohibited from the
expenditure of any funds under this Agreement to lobby the Legislature, the
judicial branch, or another state agency.
8.5 The Recipient shall obtain, at its sole expense, all necessary licenses, authorizations
and permits from the appropriate private party or federal, state, municipal or local
agency, and other governmental approvals, prior to commencing performance of
this Agreement. A delay in obtaining permits shall not give rise to a claim by the
Recipient for additional compensation. If the Recipient is unable to obtain all
necessary permits in a timely manner, either party may elect to terminate this
Agreement, each party to bear its own costs, notwithstanding other provisions of
this Agreement to the contrary.
8.6 The Recipient hereby assures that no person shall be excluded on the grounds of
race, color, creed, national origin, handicap, age, or sex, from participation in,
denied the benefits of, or is otherwise subjected to discrimination in any activity
under this Agreement. The Recipient shall take all measures necessary to
effectuate these assurances.
ARTICLE 9 - INDEMNIFICATION
9.1 For value received, which is hereby acknowledged, the Recipient shall defend,
indemnify, save, and hold the District, its officers, directors, board members,
agents, assigns, and employees harmless from liabilities, damages, losses, and costs,
including, but not limited to reasonable attorney's fees, to the extent caused by the
negligence, recklessness or intentionally wrongful conduct of the Recipient and
other persons employed or utilized by the Recipient in the performance of the
Agreement. The District shall have the right to approve counsel selected by the
Recipient to defend the District in the event the District is named in any legal
action.
The Recipient further acknowledges that it is solely responsible for ensuring its
compliance and the compliance of its subcontractors, suppliers, agents, assigns,
invitees and employees with the terms of this Agreement. This paragraph shall
survive the expiration or termination of this Agreement.
ARTICLE 10 - RELATIONSHIP BETWEEN THE PARTIES
10.1 The Recipient shall be considered an independent contractor and neither party shall
be considered an employee or agent of the other party. Nothing in this Agreement
shall be interpreted to establish any relationship other than that of an independent
Agreement No. DG050235, Page 7 of 10
16C9
.
contractor between the parties and their respective employees, agents,
subcontractors, or assigns during or after the performance of this Agreement. Both
parties are free to enter into contracts with other parties for similar services.
10.2 The Recipient shall not assign, delegate or otherwise transfer its rights and
obligations as set forth in The Agreement without the prior written consent of the
District. Any attempted assignment in violation of this provision shall be null and
void.
10.3 It is the intent and understanding of the Parties that this Agreement is solely for the
benefit of the Recipient and the District. No person or entity other than the
Recipient or the District shall have any rights or privileges under this Agreement
in any capacity whatsoever, either as third-party beneficiary or otherwise.
ARTICLE 11 . GENERAL PROVISIONS
11.1 Notwithstanding any provisions of this Agreement to the contrary, the Parties shall
not be held liable for any failure or delay in the performance of this Agreement that
arises from fires, floods, strikes, embargoes, acts of the public enemy, unusually
severe weather, outbreak of war, restraint of government, riots, civil commotion,
force majeure, act of God, or for any other cause of the same character which is
unavoidable through the exercise of due care and beyond the control of the Parties,
Failure to perform shall be excused during the continuance of such circumstances,
but this Agreement shall otherwise remain in effect.
11.2 Any inconsistency in this Agreement shall be resolved by giving precedence in the
following order:
(a) Terms and Conditions outlined in Artic1es 1-11
(b) Exhibit "C" Statement of Work
(c) All other exhibits, attachments and documents specifically incorporated herein
by reference
11.3 Failures or waivers to insist on strict performance of any covenant, condition, or
provision of this Agreement by the Parties, their successors and assigns shall not be
deemed a waiver of any of its rights or remedies, nor shall it relieve the other Party
from performing any subsequent obligations strictly in accordance with the terms of
this Agreement. No waiver shall be effective unless in writing and signed by the
Party against whom enforcement is sought. Such waiver shall be limited to
provisions of this Agreement specifically referred to therein and shall not be
deemed a waiver of any other provision. No waiver shall constitute a continuing
waiver unless the writing states otherwise.
11.4 Should any term or provision of this Agreement be held, to any extent, invalid or
unenforceable, as against any person, entity or circumstance during the term hereof,
Agreement No. DG050235, Page 8 of 10
16C9
.
by force of any statute, law, or ruling of any forum of competent jurisdiction, such
invalidity shall not affect any other term or provision of this Agreement, to the
extent that the Agreement shall remain operable, enforceable and in full force and
effect to the extent permitted by law.
11.5 This Agreement may be amended only with the written approval of the Parties.
11.6 This Agreement states that all publicity/outreach media will be jointly planned by
the Recipient and the District and any and all materials, events, or endorsements
arising out of this award will require prior District approval.
11.7 This Agreement states the entire understanding and Agreement between the Parties
and supersedes any and all written or oral representations, statements, negotiations
or Agreements previously existing between the Parties with respect to the subject
matter of this Agreement. The Recipient recognizes that any representations,
statements or negotiations made by District staff do not suffice to legally bind the
District in a contractual relationship unless they have been reduced to writing and
signed by an authorized District representative. This Agreement shall insure to the
benefit of and shall be binding upon the parties, their respective assigns, and
successors in interest.
Agreement No, DG050235, Page 9 of 10
16C9
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IN WITNESS WHEREOF, the Parties or their duly authorized representatives hereby
execute this Agreement on the date written below.
SOUTH FLORIDA WATER MANAGEMENT DISTRICT,
BY ITS GOVERNING BOARD
Date:
SFWMD Office of Counsel Approved
BY:Ovv--.-S~ Date: J-/~/(j5
JIIWlI "i..
IWIII! 1.111IO&_
Board of County Commissioners
Recipient's Legal Name: Collier County, Florida
By Authorized Officio!: ~ W. ~
Fred W. Coyle
Title: Chairman
~'
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Attest'.! .to CftI'1;>"~':-'
sf . '< . .rIMIt s
gnat~rt::o.ilJi. ':... ..,.;-
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.App.l"OVed. . ..10 t...... ~al ...ltW.",.
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.",,'., ~iCoonty
Date: March 8, 2005
SFWMD Procurement Approved:
It 4 h;; Date .J J'~
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Date
Fec'd
Agreement No, DG050235, Page 10 of 10
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EXIllBIT "C"
STATEMENTOFWORK
16C!C)
,
1.0 INTRODUCTION
Collier County is requesting funding to expand its aquifer storage and
recovery (ASR) system. The ASR system serves several purposes: 1) it enhances
the existing public water supply, 2) protects sensitive freshwater sources during
critical dry months, 3) has allowed the County to delay costly treatment facility
expansions, 4) and contributes to the long-term reliability of the County's public
water system.
Background
Rapid growth and a high dry-season demand for potable and non-potable
water have stressed Collier County's sensitive freshwater aquifers. In 1999, Collier
County finished construction of its first ASR well system at the Manatee Road site to
help meet the County's water supply needs. The 1 million gallon per day (MGD)
system works by pumping potable water from the water treatment plant during
periods of low demand into the Hawthorn Aquifer Zone II, which is located
between 465 and 525 feet below land surface at the site. This brackish aquifer serves as
underground storage for the potable water.
ASR is increasingly being recognized as an effective tool for managing water resources
in South Florida. ASR technology works by storing potable water in an
underground aquifer during times when excess water is available. The
treated, potable water displaces the brackish, native water and forms a
"bubble" of stored water in the aquifer. Then, at times when demand
exceeds the plant's capacity, the potable water is recovered from the
aquifer, disinfected, and used to meet residential and commercial customer
needs. The storage of water in an aquifer below ground has a number of
advantages over conventional storage methods. When utilizing ASR, storage space is
available at a relatively low cost, project locations can be selected where
convenient, subject to favorable hydrogeologic conditions, evaporative losses
are minimized, and underground storage helps to provide protection from
contamination.
The success of the Manatee Road ASR system was proven under emergency
conditions caused by a drought in Collier County in 2001. Collier County was able
to successfully meet its water resource needs during this critical time by withdrawing
water from the Manatee Road ASR system at an annual recovery rate greater than 100
percent.
Exhibit "C" to Agreement DG050235, Page 1 of 5
16G9
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Collier County plans to expand the Manatee Road ASR system to further address
water availability issues, reduce stress on area aquifers, and decrease the
potential for saltwater intrusion into the County's freshwater aquifers.
2.0 SCOPE
The existing Manatee Road ASR system consists of one ASR well equipped with a
vertical turbine pump, wellhead equipment, and a re-chlorination system
for the recovered water. Five monitor wells tapping various aquifers have also
been installed. The monitor wells are used to collect water level and water quality data
at the site.
The County currently has plans to expand the Manatee Road ASR system by
adding two ASR wells, wellhead equipment, and attendant piping in Fiscal Year 2004,
as funded by the District's Alternative Water Supply Funding Program for Fiscal Year
2004. In addition, a 6 million gallon above ground storage tank will be installed at the
Manatee Road site at the end of Fiscal Year 2004.
The purpose of this project is to further expand the Manatee Road ASR system by
adding a re-chlorination facility and two additional ASR wells with attendant facilities
in Fiscal Year 2005.
3.0 PROJECT JUSTIFICATION
Planning projections indicate that by the year 2005, maximum daily demands
for water in Collier County will increase by almost 8 MGD to 39 MGD. This project
provides an economical means for the County to capture a previously unused
resource. By taking advantage of seasonal cycles, the ASR system will harness
millions of gallons of freshwater and system capacity that would previously have
been wasted. The water will be safely stored in a brackish aquifer until needed.
This project will increase the availability of water at a time when it is most
needed without stressing freshwater sources. It will also help Collier County meet
the objectives of its Water Supply Master Plan.
The existing ASR system proved itself during drought conditions in the year 2001
by managing an annual recovery rate of more than 100 percent. Expansion of this
ASR system is essential to meeting the water demands of one of the fastest-growing
areas in the country, and is an important element of long-term water management.
3.1 Potential for Significant and Lasting Benefits
Expansion of the ASR system will have significant and lasting benefits for Collier
County. The project will
. provide a means to meet the potable demands for current and future
Collier County customers,
. provide a means to conserve freshwater resources,
Exhibit "C" to Agreement DG050235, Page 2 of 5
16C9
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. minimize the threat of saltwater intrusion by reducing wellfield stress during
the dry season,
. reduce potential seasonal stress on wetland vegetation,
. reduce the need for water system expansion, and
. support regional water management strategies.
4.0 WORK BREAKDOWN STRUCTURE
The success of the existing ASR facility has prompted the County to move forward
with plans for expansion of the Manatee Road ASR system. Recommendations to
consider ASR facilities are included as part of the County's 2001 Water Master
Plan.
4.1 Description of Project Elements
The project consists of two tasks: 1) construction and 2) operational start-up and
testing. A description of these tasks is provided.
4.1.1 Construction Activities
In 2005, the Collier County Manatee Road ASR system will be expanded by the
installation of two recharge and recovery wells, designated ASR-4 and ASR-5, which
will each have a design capacity of 1.5 MGD. All well construction and testing
will be conducted in accordance to FDEP and SFWMD rules. The well testing
program will include geophysical logging of the borehole prior to setting the
final casing string and the open hole interval and the performance of a step-
drawdown test.
Wells ASR-4 and ASR-5 will be similar in construction to the existing recharge and
recovery well ASR-1. The total and cased depths of the wells will be approximately 530
and 470 feet below land surface (bls), respectively, and will be completed with an open
hole construction. The wells will be constructed of 12-inch diameter SDR-17 PVC
and expanded to 16-inches in diameter at a depth of 140 feet bIs in order to accommodate
a submersible pump. The wellhead and instrumentation for ASR-4 and ASR-5 will also
be similar to those of ASR-1. Figure 1 illustrates the ASR well construction details
and local geology. A well site layout is provided as Figure 2.
Surface construction tasks that will be completed to allow for operational testing
will include the following: 1) injection/recovery water transmission main
construction, 2) filter, pumps, and valving purchase and installation, 3)
instrumentation and controls purchase and installation, and 4) electrical
system construction.
Exhibit "e" to Agreement DG050235, Page 3 of 5
16C9
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Upon the completion of construction activities, a certificate of completion for the
wellfield and raw water transmission facilities will be prepared. Record drawings of
the new facilities will be developed.
4.1.2 Operational Start-up and Testing
A systems checkout consisting of the troubleshooting of equipment and
instrumentation installed as part of the project will be conducted. Start-up
operational tests will also be conducted to evaluate the performance of the
newly constructed facilities. ASR-4 and ASR-5 will be installed within the freshwater
storage zone of the existing ASR well. The new wells will therefore be immediately
brought into normal operation, as opposed to conducting cycle testing. The
performance of the wells will be monitored for a one-year period after which a request
will be made for an FDEP Authorization to use.
5.0 PROJECT COST
The cost for the construction of the two ASR wells, wellhead equipment, and
attendant piping is estimated to be approximately $787,700. Estimated construction
costs are based on historic unit prices and contractor estimates. A cost breakdown for
the project is provided in the following table. Please note that the costs
presented are conservative. Lower prices may be obtained for some items,
such as well installation, through competitive bidding. Collier County has budgeted
funding in Fiscal Year 2004 for 100 percent of the project costs. A copy of the
financial commitment from Collier County is included in the Funding Proposal
section of this application.
c
onstructIon cost estImates or t e ana tee oa xpanSlon rOlect
Units PricEifUnits Total Price
12" ductile iron pipe 500 ft $55 $27,500
8" ductile iron pipe 500 ft $35 $17,50C
Wells 2 ea, $260,000 $520,OOC
Wellheads (including fence) 2 ea. $60,000 $120,000
Subtotal $685,000
Contingencies (15 %) $102,700
Total $787,700
f h M
R d ASR E
P .
Exhibit "e" to Agreement DG050235, Page 4 of 5
16C9
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6.0 LOCATION OF THE PROJECT
The ASR facility is located at the South County Manatee Road water transfer and
storage site. The site, which is owned by Collier County and zoned for public
utility use, occupies approximately 43 acres on the south side of Manatee Road.
Water storage, re-pump, and re-chlorination facilities currently exist at the site,
which make it especially conducive for this project.
7.0 DEUVERABLE SCHEDULE
The following table provides a project schedule. Collier County plans to complete the
construction phase of this project within 24 months from the date of execution of an
agreement with the SFWMD. The request for support shall be applied only for the
payment of capital or infrastructure costs for the construction of alternative water supply
systems that provide alternative water supply methodology.
Completion of the project, including operational start-up and testing, is estimated to
take 24 months.
Task Number Task Start Date End Date
Description
1 Construction April 2005 October 2007
2 Operational Start- April 2006 October 2008
up
and T estina
Exhibit "en to Agreement OG050235, Page 5 of 5
16C9
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EXHIBIT "D"
SUMMARY SCHEDULE OF TASKS AND DELlVERABLES
. A summary deliverable schedule associated with this project is set forth below. The schedule is based
on a not-to-exceed thirty six months agreement.
. All deliverables submitted hereunder are subject to review by the District. Due dates for all deliverables
are based on the number of months from the date of agreement execution. The Recipient hereby
agrees to provide the District all deliverables, data and information described in the Statement of Work
in both written and electronic four-digit format.
. Payment shall be made following receipt and acceptance by the District of project deliverables in
accordance with the schedule set forth below. Total payment by the District for all work completed
herein shall not exceed the amount of $150,000.00. All payments are subject to District fiscal year
appropriations.
1
Construction of the two ASR wells, wellhead
ui ment, and attendant i in
Letter of Completion
36 months
$150,000.00
Total:
$150,000.00
Exhibit "0" to Agreement OG050235, Page 1 of 1
..-....
-
SOUTH FLORIDA WATER MANAGEMENT DISTRICT
.
3301 Gun Club Road, West Palm Beach, Florida 33406 · (5611 686-8800 . FL WATS 1-800-432-2045 . TOO (561) 697-2574
Mailing Address: P.O. Box 24680, West Palm Beach, FL 33416-4680 . www.sfwmd.gov
March 16, 2005
;
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Mr. Peter Schalt
Collier County Board of County Commissioners
3301 Tamiami Trail E.
Bldg. H, 3rd Floor
Naples, FL 34112
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Dear Mr. Schalt:
Subject:
Contract # DGOS0236
Carica Road Potable Aquifer Storage and Recovery (ASR)
Exploratory Wells Program - Phase 1
Please find enclosed one (1) fully executed copy ofthe above referenced document.
Thank you for your efforts on behalf of the South Florida Water Management District
(District). Should there be any questions, or if you require any additional information,
please contact me.
Sincerely,
/) I 4/ (te) I. .:.Lev
pc i J:- ct dFe "{ to f '
Bernadette Harrison
Contract Specialist
Procurement Department
bharriso@sfwmd.gov
(561) 682-6378
(561) 681-6275
BH/sr
Enclosure
c: Elliott Kampert MSC 4350, w/attachment
District Clerk/Original File
GOVERNING BOARD EXECUTIVE OFFICE
Nicolas J. Gutierrez, Jr., Esq., Chair
Pamela Brooks-Thomas, Vice-Chair
lrela M. Bague
Michael Collins
Hugh M. English
Lennart E. Lindahl, P.E.
Kevin McCarty
Harkley R. Thornton
Trudi K. Williams, P.E.
Henry Dean, Executive Director
ORIGtNAL
16C9
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2004-2005 SOUTH FLORIDA WATER MANAGEMENT DISTRICT
ALTERNATIVE WATER SUPPLY
FUNDING PROGRAM AGREEMENT
Recipient:
Collier County
Commissioners
Board
of
County GoverDiDg, Board Approval Date: November 11, 2004
Recipient's Project Manager:
Peter Schalt, PMP
Di$trtot FaDditll AmouDt: $ 50,000.00
Address:
3301 Tamiami Trail E.
Bldg. H, 3rd Floor
Naples, Florida 34112
Telephone No:
239-530-5343
Fax No:
239-530-5378
SFWMD Project Manager:
! Elliot Kampert
Address:
2301 McGregor Blvd.
Fort Myers, Florida 33901
Telephone No:
239-338-2929 X 7745
Fax No:
239-338-2936
Insurance
N/A
Federal Employer Identification Number:
21-07-019995-53C
Project Title:
Carica Road Potable Aquifer Storage and Recovery (ASR) Exploratory Wells Program - Phase 1
Description:
Exploratory Well Permitting, Testing, Construction, and Well Completion Report.
Agreement No. DG050236, Page 1 of 10
16C)
.
This Agreement is entered into between "the Parties", the South Florida Water
Management District (SFWMD), the "District", and the undersigned Applicant,
hereinafter referred to as the "Recipient." The Recipient warrants and represents that it
has no obligation or indebtedness that would impair its ability to fulfill the terms and
conditions of this Agreement, and shall abide by all legal, financial, and reporting
requirements, such as matching funds and final reports for all funding received by the
Recipient from the District.
ARTICLE 1 - PROJECT
1.1 The Recipient shall, to the satisfaction of the District, fully and timely construct
and perform all work items described in the "Statement of Work," attached hereto as
Exhibit "e", and made a part of this Agreement.
1.2 As part of the services to be provided by the Recipient under this Agreement, the
Recipient shall substantiate, in whatever form reasonably requested by the District,
any supporting documentation utilized as a basis for payment by the District. This
paragraph shall survive the expiration or termination of this Agreement.
ARTICLE 2 . TERM OF THE AGREEMENT
2.1 The period of performance of this Agreement shall commence upon the last date of
execution of this Agreement and shall continue for a period not to exceed thirty-six
(36) months.
2.2 The Parties agree that time is of the essence in the performance of each and every
obligation under this Agreement.
ARTICLE 3 - COMPENSATION/CONSIDERATION
3.1 As consideration for providing the goods and services required by this Agreement,
the District shall pay the Recipient the funding amount as specified on front page.
Such amount is a not to exceed amount and therefore, no additional consideration
shall be authorized. Recipient must provide at least fifty (50) percent of the total
project cost, with the exception of designated REDI communities.
Agreement No. DG050236, Page 2 of 10
16C9
.
3.2 The Recipient assumes sole responsibility for all work, which is performed
pursuant to Exhibit "C". By providing funding hereunder, the District does not
make any warranty, guaranty, or any representation whatsoever regarding any of the
work performed hereunder, including but not limited to the adequacy or sufficiency
of all or any part of work described in Exhibit "C".
3.3 The Recipient hereby agrees not to use District funding for any work associated
with the research, design and permitting aspects of the Project. District funds shall
only be used for capital or infrastructure costs for the construction activities
described in Exhibit "C".
ARTICLE 4 - FUNDING PAYMENTS AND REPORTING
4.1 The District shall make payment to the Recipient upon completion and acceptance
of the final deliverable as described in Exhibit "C". The Recipient shall provide
certification that all construction has been completed in accordance with Exhibit
"c" of this Agreement.
4.2 The Recipient's invoice shall reference the District's Agreement Number and shall
be sent to the Proj ect Manager at the address stated on the first page of this
Agreement. The Recipient shall not submit an invoice to any other address at the
District.
4,3 The District shall have the right to inspect all work and review final reports before
authorization of payment is made to the Recipient. It is the policy of the District
that payment for all goods and services shall be made in a timely manner and that
interest payments are made on late payments. In accordance with Florida Statutes,
Section 218.70, Florida Prompt Payment Act, a "proper" invoice is defined as an
invoice that conforms to all statutory requirements and all District requirements as
set forth in the Agreement for invoice submission. The time at which payment shall
be due froni the District shall be forty-five (45) days from receipt of a proper
invoice and acceptance of services and/or deliverables, based on compliance with
the statutory requirements set forth in Section 218.70, FS. and upon satisfaction of
the District conditions as detailed in the Agreement.
Failure of the Recipient to follow the instructions set forth in the Agreement
regarding a proper invoice and acceptable services and/or deliverables may result in
an unavoidable delay in payment by the District. All payments due from the District
for a proper invoice and acceptable services and/or deliverables and not made within
the time specified in this section shall bear interest from thirty (30) days after the
due date at the rate of one percent (1 %) per month on the unpaid balance. The
Recipient shall invoice the District for payment of any accrued unpaid interest.
Agreement No. DG050236, Page 3 of 10
16C9
.
Any disputes regarding invoice payments which cannot be resolved by the
appropriate department ofthe District shall be concluded by final written decision
of the District Leadership Team not later than sixty (60) days after the date on
which the proper invoice was received by the District.
4.4 Upon award of the Agreement, the Recipient shall provide to the District a
detailed schedule of the Project. The Recipient shall provide three (3) copies of
progress reports every six months to the District, which shall describe the extent
of Project completion. Upon request by the District, the Recipient shall provide as
supporting documentation, all work products associated with the completion of
the tasks designated in the Work Breakdown Structure Exhibit "e", and Schedule
of Tasks and Deliverables Exhibit "D", attached to this Agreement.
ARTICLE 5 - PROJECT MANAGEMENT
5.1 The Parties shall direct all matters arising in connection with the performance of
this Agreement, other than invoices and notices, to the attention of the Project
Managers. The Project Managers shall be responsible for overall coordination and
oversight relating to the performance of this Agreement.
5.2 All notices, demands, or other communications to the Recipient under this
Agreement shall be in writing and shall be deemed received if sent by certified
mail, return receipt requested, to the address stated.
All notices to the District under this Agreement shall be in writing and sent by
certified mail to:
South Florida Water Management District
Attn: (District Project Manager's name as stated on the first page of the
Agreement)
(Address as stated on the first page of the Agreement)
5.3 All notices required by this Agreement shall be considered delivered upon receipt,
Should either Party change its address, written notice of such new address shall
promptly be sent to the other Party.
5.4 All correspondence to the District under this Agreement shall reference the
District's Agreement Number.
Agreement No, DG050236, Page 4 of 10
16C9
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ARTICLE 6 - TERMINATION I REMEDIES
6.1 It is the policy of the District to encourage good business practices by requiring
recipients to materially perform in accordance with the terms and conditions of
the Agreement. In accordance with District Rule 40E-7, Part II, F.A.C., "material
breach" is defined as any substantial, unexcused non-performance by failing to
perform an act that is an important part of the transaction or performing an act
inconsistent with the terms and conditions of the Agreement.
If the Recipient materially fails to fulfill its obligations under this Agreement, the
District will provide written notice of the deficiency by forwarding a Cure Notice
citing the specific nature of the material breach. The Recipient shall have thirty
(30) days to cure the breach. If the Recipient fails to cure the breach within the
thirty (30) day period, the District shall issue a Termination for Default Notice.
Once the District has notified the Recipient that it has materially breached its
agreement with the District, by sending a Termination for Default Notice, the
District's Governing Board shall determine whether the Recipient should be
suspended from doing future work with the District, and if so, for what period of
time. The District's Governing Board will consider the factors detailed in Rule
40E-7, Part II, F.A.C. in making a determination as to whether a Recipient should
be suspended, and if so, for what period of time. Should the District terminate for
default in accordance with this provision, the District shall be entitled to recover
reprocurement costs in addition to all other remedies under law and/or equity.
6.2 The District may terminate this Agreement at any time for convenience upon
thirty (30) calendar days prior written notice to the Recipient. The performance
of work under this Agreement may be terminated by the District in accordance
with this clause in whole, or from time to time in part, whenever the District shall
determine that such termination is in the best interest of the District. Any such
termination shall be effected by delivery to the Recipient of a Notice of
Termination specifying the extent to which performance of work under the
Agreement is terminated, and the date upon which such termination becomes
effective. In the event of termination, the District shall compensate the Recipient
for all authorized and accepted work performed through the termination date. The
District shall be relieved of any and all future obligations hereunder, including
but not limited to, lost profits and consequential damages under this Agreement.
The District may withhold all payments to the Recipient for such work until such
time as the District determines the exact amount due to the Recipient.
6.3 In the event a dispute arises, which the Project Managers cannot resolve between
themselves, the Parties shall have the option to submit to non-binding mediation.
The mediator or mediators shall be impartial, shall be selected by the Parties, and
the cost of the mediation shall be borne equally by the Parties. The mediation
process shall be confidential to the extent permitted by law.
Agreement No. DG050236, Page 5 of 10
16C9
.
ARTICLE 7 . RECORDS RETENTION
7.1 The Recipient shall maintain records and the District shall have inspection and
audit rights as follows:
A. Maintenance of Records. The Recipient shall maintain all financial and non-
financial records and reports directly or indirectly related to the negotiation or
performance of this Agreement, including supporting documentation for any
service rates, expenses, research or reports. Such records shall be maintained
and made available for inspection for a period of five (5) years from completing
performance and receiving final payment under this Agreement.
B. Examination of Records. The District or its designated agent shall have the
right to examine in accordance with generally accepted governmental auditing
standards all records directly or indirectly related to this Agreement. Such
examination may be made only within five (5) years from the date of final
payment under this Agreement and upon reasonable notice, time and place.
C. Extended Availability of Records for Legal Disputes. In the event that the
District should become involved in a legal dispute with a third party arising
from performance under this Agreement, the Recipient shall extend the period
of maintenance for all records relating to the Agreement until the final
disposition of the legal dispute, and all such records shall be made readily
available to the District.
D. Periodic Audits. The District shall perform audits periodically to ensure funding
objectives are being met.
ARTICLE 8. STANDARDS OF COMPLIANCE
8.1 The Recipient, its employees, subcontractors or assigns, shall comply with all
applicable federal, state, and local laws and regulations relating to the performance
of this Agreement. The District undertakes no duty to ensure such compliance, but
will attempt to advise the Recipient, upon request, as to any such laws of which it
has present knowledge.
8.2 The laws of the State of Florida shall govern all aspects of this Agreement. In the
event it is necessary for either party to initiate legal action regarding this
Agreement, venue shall be in the Fifteenth Judicial Circuit for claims under state
law and in the Southern District of Florida for any claims, which are justifiable in
federal court.
8.3 The Recipient shall allow public access to all Project documents and materials in
accordance with the provisions of Chapter 119, Florida Statutes. Should the
Recipient assert any exemptions to the requirements of Chapter 119 and related
Agreement No. DG050236, Page 6 of 10
16C9
Statutes, the burden of establishing such exemption, by way of injunctive or other
relief as provided by law, shall be upon the Recipient.
8.4 Pursuant to Section 216.347, Florida Statutes, the Recipient is prohibited from the
expenditure of any funds under this Agreement to lobby the Legislature, the
judicial branch, or another state agency.
8.5 The Recipient shall obtain, at its sole expense, all necessary licenses, authorizations
and permits from the appropriate private party or federal, state, municipal or local
agency, and other governmental approvals, prior to commencing performance of
this Agreement. A delay in obtaining permits shall not give rise to a claim by the
Recipient for additional compensation. If the Recipient is unable to obtain all
necessary permits in a timely manner, either party may elect to terminate this
Agreement, each party to bear its own costs, notwithstanding other provisions of
this Agreement to the contrary.
8,6 The Recipient hereby assures that no person shall be excluded on the grounds of
race, color, creed, national origin, handicap, age, or sex, from participation in,
denied the benefits of, or is otherwise subjected to discrimination in any activity
under this Agreement. The Recipient shall take all measures necessary to
effectuate these assurances.
ARTICLE 9 - INDEMNIFICATION
9.1 For value received, which is hereby acknowledged, the Recipient shall defend,
indemnify, save, and hold the District, its officers, directors, board members,
agents, assigns, and employees harmless from liabilities, damages, losses, and costs,
including, but not limited to reasonable attorney's fees, to the extent caused by the
negligence, recklessness or intentionally wrongful conduct of the Recipient and
other persons employed or utilized by the Recipient in the performance of the
Agreement. The District shall have the right to approve counsel selected by the
Recipient to defend the District in the event the District is named in any legal
action.
The Recipient further acknowledges that it is solely responsible for ensuring its
compliance and the compliance of its subcontractors, suppliers, agents, assigns,
invitees and employees with the terms of this Agreement. This paragraph shall
survive the expiration or termination of this Agreement.
ARTICLE 10 - RELATIONSHIP BETWEEN THE PARTIES
10.1 The Recipient shall be considered an independent contractor and neither party shall
be considered an employee or agent of the other party. Nothing in this Agreement
shall be interpreted to establish any relationship other than that of an independent
Agreement No, DG050236, Page 7 of 10
16C9
contractor between the parties and their respective employees, agents,
subcontractors, or assigns during or after the performance of this Agreement. Both
parties are free to enter into contracts with other parties for similar services.
10.2 The Recipient shall not assign, delegate or otherwise transfer its rights and
obligations as set forth in The Agreement without the prior written consent of the
District. Any attempted assignment in violation of this provision shall be null and
void.
10.3 It is the intent and understanding of the Parties that this Agreement is solely for the
benefit of the Recipient and the District. No person or entity other than the
Recipient or the District shall have any rights or privileges under this Agreement
in any capacity whatsoever, either as third-party beneficiary or otherwise.
ARTICLE 11 - GENERAL PROVISIONS
11.1 Notwithstanding any provisions of this Agreement to the contrary, the Parties shall
not be held liable for any failure or delay in the performance of this Agreement that
arises from fires, floods, strikes, embargoes, acts of the public enemy, unusually
severe weather, outbreak of war, restraint of government, riots, civil commotion,
force majeure, act of God, or for any other cause of the same character which is
unavoidable through the exercise of due care and beyond the control of the Parties,
Failure to perform shall be excused during the continuance of such circumstances,
but this Agreement shall otherwise remain in effect.
11.2 Any inconsistency in this Agreement shall be resolved by giving precedence in the
following order:
(a) Terms and Conditions outlined in Articles 1-11
(b) Exhibit "C" Statement of Work
(c) All other exhibits, attachments and documents specifically incorporated herein
by reference
11.3 Failures or waivers to insist on strict performance of any covenant, condition, or
provision of this Agreement by the Parties, their successors and assigns shall not be
deemed a waiver of any of its rights or remedies, nor shall it relieve the other Party
from performing any subsequent obligations strictly in accordance with the terms of
this Agreement. No waiver shall be effective unless in writing and signed by the
Party against whom enforcement is sought. Such waiver shall be limited to
provisions of this Agreement specifically referred to therein and shall not be
deemed a waiver of any other provision. No waiver shall constitute a continuing
waiver unless the writing states otherwise.
11.4 Should any term or provision of this Agreement be held, to any extent, invalid or
unenforceable, as against any person, entity or circumstance during the term hereof,
Agreement No, DG050236, Page 8 of 10
16C9
by force of any statute, law, or ruling of any forum of competent jurisdiction, such
invalidity shall not affect any other term or provision of this Agreement, to the
extent that the Agreement shall remain operable, enforceable and in full force and
effect to the extent permitted by law.
11.5 This Agreement may be amended only with the written approval of the Parties.
11.6 This Agreement states that all publicity/outreach media will be jointly planned by
the Recipient and the District and any and all materials, events, or endorsements
arising out of this award will require prior District approval.
11.7 This Agreement states the entire understanding and Agreement between the Parties
and supersedes any and all written or oral representations, statements, negotiations
or Agreements previously existing between the Parties with respect to the subject
matter of this Agreement. The Recipient recognizes that any representations,
statements or negotiations made by District staff do not suffice to legally bind the
District in a contractual relationship unless they have been reduced to writing and
signed by an authorized District representative. This Agreement shall insure to the
benefit of and shall be binding upon the parties, their respective assigns, and
successors in interest.
Agreement No. DG050236, Page 9 of 10
16C9
IN WITNESS WHEREOF, the Parties or their duly authorized representatives hereby
execute this Agreement on the date written below.
SOUTH FLORIDA WATER MANAGEMENT DISTRICT,
BY ITS GOVERNING BOARD
Frank Hayden, P
Date: .~~~~
SFWMD Office of Counsel Approved
Byj)j\~ D,te 'J-IljOJ
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Recipient's Legal Name:
Board of County Commissioners
Collier County, Florida
By Authorizod Offid~ W _ ~~
Fred W. Coyle
Title:
Chairman
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Date:
Karch 8, 2005
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SFWMD Procurement Approved:
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Agreement No, DG050236, Page 10 of 10
16C9
EXHIBIT lie"
Statement of Work
1.0 INTRODUCTION
Collier County is requesting funding for Phase 1 of a project that involves building an
aquifer storage and recovery (ASR) system located along Carica Road. There are several
purposes for this ASR system. It will enhance the existing public water supply and
protect sensitive freshwater sources during critical dry months. The ASR system will
also delay costly treatment facility expansions, tap into previously unused resources,
and contribute toward the long-term reliability of the County's public water system.
Background
The basic principle behind an ASR system involves storing potable water in an
underground aquifer during times when excess water is available. The treated potable
water replaces the brackish, native water and forms a "bubble" of stored water in the
aquifer. Then, at times when demand exceeds treatment plant capacity, the potable
water is recovered from the aquifer, disinfected, and used to meet this demand.
Rapid growth and high dry-season demand for water have stressed Collier County's
sensitive freshwater aquifers. In 1999, Collier County finished construction of its first
ASR well system to help meet the County's water supply needs. The one million gallon
per day (MGD) system works by pumping potable water from the water treatment plant
during periods of low demand, into the Hawthorn Aquifer Zone II. Zone II is located
between 465 and 525 feet below the surface at the Manatee Road site. This brackish
aquifer serves as underground storage for the potable water. A drought early in 2001
proved this ASR successful when the County met its water resource demands by using
the recovered water.
Collier County anticipates that it will experience continued rapid population growth
with a concomitant increase in potable water demands. Water treatment facilities and
distribution systems typically constructed to meet the highest use over a projected 3- to
20-day time period are underused or idle for large parts of the year throughout the State
of Florida. If the County increases its water supply by constructing ASR systems, it
anticipates that it will meet future peak demands as well as offset the large capital costs
associated with expanding water treatment plants and upgrading water distribution
infrastructure.
The County is currently expanding their existing Manatee Road ASR system.
2.0 SCOPE
This new ASR system will provide additional water that will help meet local and
system-wide seasonal peaks in demand. The ASR system will store potable water that
will return to the distribution system as needed after post-recovery disinfection.
Phase 1 of this project will consist of permitting, installing and testing an exploratory
well. This well will confirm ASR feasibility and identify the best storage zone in the
Exhibit "e" to Agreement DG050236, Page 1 of 4
16C9
'1
area. Later phases of the project will include permitting, construction and testing a one-
well pilot ASR system as well as constructing a second ASR well for an ultimate capacity
of three MGD from the two recharge and recovery wells. The scope of work for Phase 1
is more specifically detailed in Section 4.0.
The principal overall goals of the project are the following:
. Reduce dependence on the Lower Tamiami Aquifer to meet peak dry season
demands;
. Provide an emergency water source in the northwestern part of Collier
County's service area;
. Minimize the need for wellfield, transmission line and water treatment
system expansions; and
. Comply with the Lower West Coast Water Supply Plan objectives.
3.0 PROJECT JUSTIFICATION
County Planning projections indicate that by the year 2005, maximum daily demands
for water in Collier County will increase by almost 8 MGD, to a total of approximately
39 MGD. The project provides an economical means for the County to capture a
valuable resource, allowing them to meet future demands.
3.1 Potential for Significant and Lasting Benefits
As a short-term benefit, the completion of the exploratory program will allow the
construction of the pilot ASR system. The pilot system will provide a supplemental
source o~ water at the Carica Road pump station site that can be used for emergency
supply and meeting peaks in demand.
As a long-term benefit, ASR systems at Carica Road and elsewhere in Collier County
will be an important element for optimizing water resources management. ASR will
serve an increasingly important role in capturing the excess water available during the
summer rainy season for use during the dry season when demand is greatest.
4.0 WORK BREAKDOWN STRUCTURE (WBS)
The County wishes to further their reliance on ASR based on the success of their existing
Manatee Road ASR system. This section describes the methodology and rationale for
Phase 1 of this proposed project.
4.1 Description of Project Elements
Phase 1 consists of a hydrogeology data review, followed by exploratory well
conceptual design, permitting, construction, and start-up. Phase 1 will take place over
the course of a one-year timeframe.
4.1.1 Task 1: Data Review and Preliminary Permitting
The first task of Phase 1 involves performing a review of existing hydrogeology data in
the area of the Carica Road pump station site. This task is currently ongoing and is not
part of the grant request. This review will identify a potential storage zone for the ASR
by considering site boundaries and constraints, locations of regulated land areas (Le.
wetlands), existing infrastructure, above and below ground rights-of-way, easements,
Exhibit "e" to Agreement DG050236, Page 2 of 4
16C9
and any other legal constraints. This data review will also include completing a well
inventory of the surrounding area, which will identify any potential impacts on nearby
aquifer users.
Part of this task also includes preparing and submitting an application for a Florida
Department of Environmental Protection (FDEP) construction permit for the exploratory
well. This exploratory well will ultimately function as a storage zone monitor well for
the Carica Road ASR system.
4.1.2 Task 2: Exploratory Well Construction and Testing
Upon completion of FDEP permitting, the second task of Phase 1 will involve
constructing an exploratory well at the Carica Road site. The objective of this
exploratory well is to obtain site specific hydrogeology data important for identifying
the preferred ASR storage zone. The well testing program will include geophysical
logging, packer tests, step-drawdown tests, and collecting water samples for analysis of
formation. This allows evaluation of the potential for adverse fluid-rock interactions in
the aquifer.
4.1.3 Task 3: Well Completion Report and Preliminary Design for One Well Pilot
ASR System
Task 3 will involve completing a Well Completion Report, which will document all
construction and testing activities, for submittal to the FDEP Drinking Water and
Underground Injection Control Division.
If the exploratory well program results are favorable, this report will also include the
conceptual design for the one well pilot ASR system. The conceptual design will include
analyses of potential well interactions, injected water movement and recovery,
conceptual level drawings of the well site, wellhead equipment, connecting piping,
hydraulic analysis, and preliminary post-recovery water treatment system process
instrumentation and control diagrams.
This report will also function as a basis for initial discussions with the FDEP and the
South Florida Water Management District (SFWMD). Based on input received from
these discussions, the County will make modifications and develop appropriate permit
applications for the next phase of the project.
5.0 PROJECT COST
The construction costs for Phase 1 are equal to approximately $220,000. A cost
breakdown for all of Phase 1 is provided in the following table:
20,000
220,000
10,000
60,000
20,000
Exhibit "e" to Agreement DG050236, Page 3 of 4
-"",
16C9
6.0 LOCATION OF PROJECT
Collier County plans to use its Carica Road pump station site as the location of this new
ASR system. This site is located in the northwestern portion of the County near the
intersection of Carica Road and Goodlette Road. It is approximately five acres, owned
by Collier County, and zoned for Public Utility use. Water storage and pumping
facilities currently exist at this site, making it especially conducive for this project. An
aerial view illustrating the project location is attached as Figure 1.
7.0 DELIVERABLE SCHEDULE
The following table provides a detailed project schedule. Phase 1 is estimated to be
completed within 12 months.
1 Data Collection and November 1,2003 May 31, 2004 7
Permitting associated
with constructing the
ex lorator well
2 Exploratory well June 1,2004 August 31, 2004 3
construction and
testin
3 Well completion report September 1, 2004 October 31, 2004 2
and preliminary design
for one well pilot ASR
s stem
Total October 15, 2003 October 31,2004 12
Exhibit "e" to Agreement DG050236, Page 4 of 4
2
3
Total:
16C9
EXHIBIT "0"
SUMMARY SCHEDULE OF TASKS AND DELlVERABLES
.
A summary deliverable schedule associated with this project is set forth below. The schedule is based
on a not-to-exceed thirty six months agreement.
.
All deliverables submitted hereunder are subject to review by the District. Due dates for all deliverables
are based on the number of months from the date of agreement execution. The Recipient hereby
agrees to provide the District all deliverables, data and information described in the Statement of Work
in both written and electronic four-digit format.
.
Payment shall be made following receipt and acceptance by the District of project deliverables in
accordance with the schedule set forth below. Total payment by the District for all work completed
herein shall not exceed the amount of $50,000.00. All payments are subject to District fiscal year
appropriations.
Data Collection and Permitting
associated with constructing the
ex lorator well
Exploratory well construction and
testin
Well completion report and
preliminary design for one well pilot
ASR s stem
Exhibit "0" to Agreement DG050236, Page 1 of 1
SOUTH FLORIDA WATER MANAGEMENT DISTRICT
3301 Gun Club Road, West Palm Beach, Florida 33406 · (561l686-8800 · FL WATS 1-800-432-20
Mailing Address: P.O. Box 24680, West Palm Beach, FL 33416-4680 · www.sfwmd.gov
<<f, 4,
-2574
March I 7, 2005
Mr. Ron Dillard
Collier County Board of County Commissioners
3301 Tamiami Trail E.
Bldg. H, 3rd Floor
Naples, FL 34112
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Dear Mr. Dillard:
Subject:
Contract # DG050237
20 Inch Reclaimed Water Main Vanderbilt Beach Road
Please find enclosed one (I) fully executed copy of the above referenced document.
Thank you for your efforts on behalf of the South Florida Water Management District
(District). Should there be any questions, or if you require any additional information,
please contact me.
Sincerely,
. /} ../14 ~ / i011(U)~de.v)
Ul '/(AL,C'~e./
,
,
Bernadette Harrison
Contract Specialist
Procurement Department
bharriso@sfwmd.gov
(561) 682-6378
(561) 681-6275
BH/sr
Enclosure
c: Elliott Kampert MSC 4350, w/attachment
District Clerk/Original File
GOVERNING BOARD EXECUTIVE OFFICE
Nicolas J. Gutierrez, Jr., Esq., Chair
Pamela Brooks-Thomas, Vice-Chair
[rela M. Bague
Michael Collins
Hugh M. English
Lennart E. Lindahl, P.E.
Kevin McCarty
Harkley R. Thornton
Trudi K. Williams, P.E.
Henry Dean, Executive Director
On l"l~.' t L
' t\ LJlr~A
16Lt~
2004.2005 SOUTH FLORIDA WATER MANAGEMENT DISTRICT
ALTERNATIVE WATER SUPPLY
FUNDING PROGRAM AGREEMENT
Recipient:
Collier County
Commissioners
Board
of
Agr~""ent Number: DG050237
County
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',Date: N()vember: 11, 2004
Recipient's Project Manager:
Ron Dillard
Dtstdd,lfa..dbt. A_tlm:, $ 50,000.00
;+ ;/_,<~L;:~+
Address:
3301 Tamiami Trail E.
Bldg. H, 3rd Floor
Naples, Florida 34112
Telephone No:
239-530-5338
Fax No:
239-530-5378
SFWMD Project Manager:
Elliot Kampert
Address:
2301 McGregor Blvd.
Fort Myers, Florida 33901
Telephone No:
239-338-2929 X 7745
Fax No:
239-338-2936
Insurance
N/A
Federal Employer Identification Number:
21-07-019995-53C
Project Title:
20 Inch Reclaimed Water Main Vanderbilt Beach Road.
Description:
Construct 20-inch Reclaimed Water Main from Airport Road to Village Walk Circle.
Agreement No. DG050237, Page 1 of 10
16C9
This Agreement is entered into between "the Parties", the South Florida Water
Management District (SFWMD), the "District", and the undersigned Applicant,
hereinafter referred to as the "Recipient." The Recipient warrants and represents that it
has no obligation or indebtedness that would impair its ability to fulfill the terms and
conditions of this Agreement, and shall abide by all legal, financial, and reporting
requirements, such as matching funds and final reports for all funding received by the
Recipient from the District.
ARTICLE 1 - PROJECT
l.l The Recipient shall, to the satisfaction of the District, fully and timely construct
and perform all work items described in the "Statement of Work," attached hereto as
Exhibit "C", and made a part of this Agreement.
1.2 As part of the services to be provided by the Recipient under this Agreement, the
Recipient shall substantiate, in whatever form reasonably requested by the District,
any supporting documentation utilized as a basis for payment by the District. This
paragraph shall survive the expiration or termination of this Agreement.
ARTICLE 2 - TERM OF THE AGREEMENT
2.1 The period of performance of this Agreement shall commence upon the last date of
execution of this Agreement and shall continue for a period not to exceed thirty-six
(36) months.
2.2 The Parties agree that time is of the essence in the performance of each and every
obligation under this Agreement.
ARTICLE 3 - COMPENSATION/CONSIDERATION
3.1 As consideration for providing the goods and services required by this Agreement,
the District shall pay the Recipient the funding amount as specified on front page.
Such amount is a not to exceed amount and therefore, no additional consideration
shall be authorized. Recipient must provide at least fifty (50) percent of the total
project cost, with the exception of designated REDI communities.
Agreement No. DG050237, Page 2 of 10
16 C9" J
3.2 The Recipient assumes sole responsibility for all work, which is performed
pursuant to Exhibit "C". By providing funding hereunder, the District does not
make any warranty, guaranty, or any representation whatsoever regarding any of the
work performed hereunder, including but not limited to the adequacy or sufficiency
of all or any part of work described in Exhibit "C".
3.3 The Recipient hereby agrees not to use District funding for any work associated
with the research, design and permitting aspects of the Project. District funds shall
only be used for capital or infrastructure costs for the construction activities
described in Exhibit "C".
ARTICLE 4 - FUNDING PAYMENTS AND REPORTING
4.1 The District shall make payment to the Recipient upon completion and acceptance
of the final deliverable as described in Exhibit "C". The Recipient shall provide
certification that all construction has been completed in accordance with Exhibit
"c" of this Agreement.
4.2 The Recipient's invoice shall reference the District's Agreement Number and shall
be sent to the Project Manager at the address stated on the first page of this
Agreement. The Recipient shall not submit an invoice to any other address at the
District.
4.3 The District shall have the right to inspect all work and review final reports before
authorization of payment is made to the Recipient. It is the policy of the District
that payment for all goods and services shall be made in a timely manner and that
interest payments are made on late payments. In accordance with Florida Statutes,
Section 218.70, Florida Prompt Payment Act, a "proper" invoice is defined as an
invoice that conforms to all statutory requirements and all District requirements as
set forth in the Agreement for invoice submission. The time at which payment shall
be due from the District shall be forty-five (45) days from receipt of a proper
invoice and acceptance of services and/or deliverables, based on compliance with
the statutory requirements set forth in Section 218.70, F.S. and upon satisfaction of
the District conditions as detailed in the Agreement.
Failure of the Recipient to follow the instructions set forth in the Agreement
regarding a proper invoice and acceptable services and/or deliverables may result in
an unavoidable delay in payment by the District. All payments due from the District
for a proper invoice and acceptable services and/or deliverables and not made within
the time specified in this section shall bear interest from thirty (30) days after the
due date at the rate of one percent (1%) per month on the unpaid balance. The
Recipient shall invoice the District for payment of any accrued unpaid interest.
Agreement No. DG050237, Page 3 of 10
16 C9~~
Any disputes regarding invoice payments which cannot be resolved by the
appropriate department of the District shall be concluded by final written decision
of the District Leadership Team not later than sixty (60) days after the date on
which the proper invoice was received by the District.
4.4 Upon award of the Agreement, the Recipient shall provide to the District a
detailed schedule of the Project. The Recipient shall provide three (3) copies of
progress reports every six months to the District, which shall describe the extent
of Project completion. Upon request by the District, the Recipient shall provide as
supporting documentation, all work products associated with the completion of
the tasks designated in the Work Breakdown Structure Exhibit "e", and Schedule
of Tasks and Deliverables Exhibit "D", attached to this Agreement.
ARTICLE 5 . PROJECT MANAGEMENT
5.1 The Parties shall direct all matters arising in connection with the performance of
this Agreement, other than invoices and notices, to the attention of the Project
Managers. The Project Managers shall be responsible for overall coordination and
oversight relating to the performance of this Agreement.
5.2 All notices, demands, or other communications to the Recipient under this
Agreement shall be in writing and shall be deemed received if sent by certified
ma.il, return receipt requested, to the address stated.
All notices to the District under this Agreement shall be in writing and sent by
certified mail to:
South Florida Water Management L.strict
Attn: (District Project Manager's name as stated on the first page of the
Agreement)
(Address as stated on the first page of the Agreement)
5.3 All notices required by this Agreement shall be considered delivered upon receipt.
Should either Party change its address, written notice of such new address shall
promptly be sent to the other Party.
5.4 All correspondence to the District under this Agreement shall reference the
District's Agreement Number.
Agreement No. DG050237, Page 4 of 10
16C9
ARTICLE 6 - TERMINATION I REMEDIES
6.1 It is the policy of the District to encourage good business practices by requiring
recipients to materially perform in accordance with the terms and conditions of
the Agreement. In accordance with District Rule 40E-7, Part II, F.A.C., "material
breach" is defined as any substantial, unexcused non-performance by failing to
perform an act that is an important part of the transaction or performing an act
inconsistent with the terms and conditions of the Agreement.
If the Recipient materially fails to fulfill its obligations under this Agreement, the
District will provide written notice of the deficiency by forwarding a Cure Notice
citing the specific nature of the material breach. The Recipient shall have thirty
(30) days to cure the breach. If the Recipient fails to cure the breach within the
thirty (30) day period, the District shall issue a Termination for Default Notice.
Once the District has notified the Recipient that it has materially breached its
agreement with the District, by sending a Termination for Default Notice, the
District's Governing Board shall determine whether the Recipient should be
suspended from doing future work with the District, and if so, for what period of
time. The District's Governing Board will consider the factors detailed in Rule
40E-7, Part II, F.A.C. in making a determination as to whether a Recipient should
be suspended, and if so, for what period of time. Should the District terminate for
default in accordance with this provision, the District shall be entitled to recover
reprocurement costs in addition to all other remedies under law and/or equity.
6.2 The District may terminate this Agreement at any time for convenience upon
thirty (30) calendar days prior written notice to the Recipient. The performance
of work under this Agreement may be terminated by the District in accordance
with this clause in whole, or from time to time in part, whenever the District shall
determine that such termination is in the best interest of the District. Any such
termination shall be effected by delivery to the Recipient of a Notice of
Termination specifying the extent to which performance of work under the
Agreement is terminated, and the date upon which such termination becomes
effective. In the event of termination, the District shall compensate the Recipient
for all authorized and accepted work performed through the termination date. The
District shall be relieved of any and all future obligations hereunder, including
but not limited to, lost profits and consequential damages under this Agreement.
The District may withhold all payments to the Recipient for such work until such
time as the District determines the exact amount due to the Recipient.
6.3 In the event a dispute arises, which the Project Managers cannot resolve between
themselves, the Parties shall have the option to submit to non-binding mediation.
The mediator or mediators shall be impartial, shall be selected by the Parties, and
the cost of the mediation shall be borne equally by the Parties. The mediation
process shall be confidential to the extent permitted by law.
Agreement No. DG050237, Page 5 of 10
16C9
ARTICLE 7 . RECORDS RETENTION
7.1 The Recipient shall maintain records and the District shall have inspection and
audit rights as follows:
A. Maintenance of Records. The Recipient shall maintain all financial and non-
financial records and reports directly or indirectly related to the negotiation or
performance of this Agreement, including supporting documentation for any
service rates, expenses, research or reports. Such records shall be maintained
and made available for inspection for a period of five (5) years from completing
performance and receiving final payment under this Agreement.
B. Examination of Records. The District or its designated agent shall have the
right to examine in accordance with generally accepted governmental auditing
standards all records directly or indirectly related to this Agreement. Such
examination may be made only within five (5) years from the date of final
payment under this Agreement and upon reasonable notice, time and place.
C. Extended Availability of Records for Legal Disputes. In the event that the
District should become involved in a legal dispute with a third party arising
from performance under this Agreement, the Recipient shall extend the period
of maintenance for all records relating to the Agreement until the final
disposition of the legal dispute, and all such records shall be made readily
available to the District.
D. Periodic Audits. The District shall perform audits periodically to ensure funding
objectives are being met.
ARTICLE 8 . STANDARDS OF COMPLIANCE
8.1 The Recipient, its employees, subcontractors or assigns, shall comply with all
applicable federal, state, and local laws and regulations relating to the performance
of this Agreement. The District undertakes no duty to ensure such compliance, but
will attempt to advise the Recipient, upon request, as to any such laws of which it
has present knowledge.
8.2 The laws of the State of Florida shall govern all aspects of this Agreement. In the
event it is necessary for either party to initiate legal action regarding this
Agreement, venue shall be in the Fifteenth Judicial Circuit for claims under state
law and in the Southern District of Florida for any claims, which are justifiable in
federal court.
8.3 The Recipient shall allow public access to all Project documents and materials in
accordance with the provisions of Chapter 119, Florida Statutes. Should the
Recipient assert any exemptions to the requirements of Chapter 119 and related
Agreement No. DG050237, Page 6 of 10
16C9
Statutes, the burden of establishing such exemption, by way of injunctive or other
relief as provided by law, shall be upon the Recipient.
8.4 Pursuant to Section 216.347, Florida Statutes, the Recipient is prohibited from the
expenditure of any funds under this Agreement to lobby the Legislature, the
judicial branch, or another state agency.
8.5 The Recipient shall obtain, at its sole expense, all necessary licenses, authorizations
and permits from the appropriate private party or federal, state, municipal or local
agency, and other governmental approvals, prior to commencing performance of
this Agreement. A delay in obtaining permits shall not give rise to a claim by the
Recipient for additional compensation. If the Recipient is unable to obtain all
necessary permits in a timely manner, either party may elect to terminate this
Agreement, each party to bear its own costs, notwithstanding other provisions of
this Agreement to the contrary.
8.6 The Recipient hereby assures that no person shall be excluded on the grounds of
race, color, creed, national origin, handicap, age, or sex, from participation in,
denied the benefits of, or is otherwise subjected to discrimination in any activity
under this Agreement. The Recipient shall take all measures necessary to
effectuate these assurances.
ARTICLE 9 . INDEMNIFICATION
9.1 For value received, which is hereby acknowledged, the Recipient shall defend,
indemnify, save, and hold the District, its officers, directors, board members,
agents, assigns, and employees harmless from liabilities, damages, losses, and costs,
including, but not limited to reasonable attorney's fees, to the extent caused by the
negligence, recklessness or intentionally wrongful conduct of the Recipient and
other persons employed or utilized by the Recipient in the performance of the
Agreement. The District shall have the right to approve counsel selected by the
Recipient to defend the District in the event the District is named in any legal
action.
The Recipient further acknowledges that it is solely responsible for ensuring its
compliance and the compliance of its subcontractors, suppliers, agents, assigns,
invitees and employees with the terms of this Agreement. This paragraph shall
survive the expiration or termination of this Agreement.
ARTICLE 10 - RELATIONSHIP BETWEEN THE PARTIES
10.1 The Recipient shall be considered an independent contractor and neither party shall
be considered an employee or agent of the other party. Nothing in this Agreement
shall be interpreted to establish any relationship other than that of an independent
Agreement No. DG050237, Page 7 of 10
16C9
contractor between the parties and their respective employees, agents,
subcontractors, or assigns during or after the performance of this Agreement. Both
parties are free to enter into contracts with other parties for similar services.
10.2 The Recipient shall not assign, delegate or otherwise transfer its rights and
obligations as set forth in The Agreement without the prior written consent of the
District. Any attempted assignment in violation of this provision shall be null and
void.
10.3 It is the intent and understanding of the Parties that this Agreement is solely for the
benefit of the Recipient and the District. No person or entity other than the
Recipient or the District shall have any rights or privileges under this Agreement
in any capacity whatsoever, either as third-party beneficiary or otherwise.
ARTICLE 11 - GENERAL PROVISIONS
ll.l Notwithstanding any provisions of this Agreement to the contrary, the Parties shall
not be held liable for any failure or delay in the performance of this Agreement that
arises from fires, floods, strikes, embargoes, acts of the public enemy, unusually
severe weather, outbreak of war, restraint of government, riots, civil commotion,
force majeure, act of God, or for any other cause of the same character which is
unavoidable through the exercise of due care and beyond the control of the Parties.
Failure to perform shall be excused during the continuance of such circumstances,
buf this Agreement shall otherwise remain in effect.
11.2 Any inconsistency in this Agreement shall be resolved by giving precedence in the
following order:
(a) Terms and Conditions outlined in Articles l-ll
(b) Exhibit "c" Statement of Work
(c) All other exhibits, attachments and documents specifically incorporated herein
by reference
11.3 Failures or waivers to insist on strict performance of any covenant, condition, or
provision of this Agreement by the Parties, their successors and assigns shall not be
deemed a waiver of any of its rights or remedies, nor shall it relieve the other Party
from performing any subsequent obligations strictly in accordance with the terms of
this Agreement. No waiver shall be effective unless in writing and signed by the
Party against whom enforcement is sought. Such waiver shall be limited to
provisions of this Agreement specifically referred to therein and shall not be
deemed a waiver of any other provision. No waiver shall constitute a continuing
waiver unless the writing states otherwise.
11.4 Should any term or provision of this Agreement be held, to any extent, invalid or
unenforceable, as against any person, entity or circumstance during the term hereof,
Agreement No. DG050237, Page 8 of 10
16Cg
by force of any statute, law, or ruling of any forum of competent jurisdiction, such
invalidity shall not affect any other term or provision of this Agreement, to the
extent that the Agreement shall remain operable, enforceable and in full force and
effect to the extent permitted by law.
11.5 This Agreement may be amended only with the written approval of the Parties.
11.6 This Agreement states that all publicity/outreach media will be jointly planned by
the Recipient and the District and any and all materials, events, or endorsements
arising out of this award will require prior District approval.
11.7 This Agreement states the entire understanding and Agreement between the Parties
and supersedes any and all written or oral representations, statements, negotiations
or Agreements previously existing between the Parties with respect to the subject
matter of this Agreement. The Recipient recognizes that any representations,
statements or negotiations made by District staff do not suffice to legally bind the
District in a contractual relationship unless they have been reduced to writing and
signed by an authorized District representative. This Agreement shall insure to the
benefit of and shall be binding upon the parties, their respective assigns, and
successors in interest.
Agreement No. DG05023 7, Page 9 ofl 0
16 C9 J.
IN WITNESS WHEREOF, the Parties or their duly authorized representatives hereby
execute this Agreement on the date written below.
SOUTH FLORIDA WATER MANAGEMENT DISTRICT,
BY ITS GOVERNING BOARD
C\~BY~
1 ~ Frank Hayen, Procur nt lJ1rector
Date ,?//~5
SFWMD Office of Counsel Approved
BY~~ Date ;)/.)/05
ATTBST.. . '. 4~;\
DWlGB'1' 8. ~~. .
BY:~djp{l-~ .:tL
Attest W$JC to Cha." . ....:.
s 1~n4twr. u6R).,~,:()~ s
Board of County Commissioners
Recipient's Legal Name: Collier County, Florida
By Authm;zed Oflkiat ~ W, ~
Fred W. Coyle
Title:
Chairman
Approved as to form tl lux;>.: . " . .
, ~_?~-
Date:
March 8, 2005
"'"'" .a.tstant County Atk,l'l'le~'
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Date: ,;7-/~()S"-
Item # / b {!'J
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Agreement No. DG05023 7, Page lOaf 10
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16C9
EXHIBIT "C"
Statement of Work
1.0 Introduction
Collier County (County) is requesting funding for the construction phase of a
project that involves installing a 20-inch Reclaimed Water Main (RCWM) along
Vanderbilt Beach Road. There are several purposes for this RCWM. It will (1)
increase the use of treated wastewater effluent for irrigation purposes as an
environmentally sound disposal method; (2) conserve potable water and
groundwater supplies; (3) complete the loop of the County's North Reclaimed
Water Distribution System; and (4) increase capacity at the County's North/South
Reclaimed Water Systems interconnect.
Background
Rapid growth and high dry-season demand for water have stressed the County's
sensitive freshwater aquifers. One viable solution to decrease this demand is the
use of highly treated wastewater effluent instead of potable water for irrigation
purposes. Collier County anticipates that it will experience continued rapid
population growth with a concomitant increase in potable water demands.
Presently, the County owns and operates two Regional Water Reclamation
Facilities with a combined capacity of 26.1 million gallons per day (MGD).
The North County Water Reclamation Facility (NCWRF), located at Goodlette-
Frank Road and lmmokalee Road, provides wastewater treatment in the North
County Service Area. The primary means of effluent disposal from the NCWRF
is returning highly treated reclaimed water to the community for beneficial reuse
as irrigation water. The balance is disposed of through a deep injection well. A
liquid stream expansion completed in November 2001, and a corresponding
solids stream expansion completed in September 2002, increased the facility's
capacity by 6.5-mgd to its present capacity of 17.55-mgd. A subsequent
expansion to increase the facility's capacity to a total of 24.1-mgd is currently
underway with construction on schedule to be in service by fall 2005.
The South County Water Reclamation Facility (SCWRF), located on St. Andrews
Boulevard and Wildflower Way, accepts and treats all collected wastewater from
customers south of Golden Gate Parkway to Auto Ranch Road. The facility is
currently rated to treat 8 million gallons per day (2.92 billion gallons per year).
The facility is in the process of being expanded to 16 million gallons per day
(5.84 billion gallons per year). The expansion will be complete in 2004.
Collier County is in the process of installing an interconnect between the North
Water Reclamation Facility and the South Facility. This will alleviate any
excessive flow burden on either treatment facility. The Vanderbilt RCWM project
Exhibit "e" to Agreement DG050237, Page 1 of 3
16C9
will complete the looping of the North Reclaimed Water Distribution System and
thereby allow greater capacity at this interconnect.
2.0 Scope
The scope of work for this project includes construction of 40 linear feet of 20-
inch Ductile Iron Pipe and 7,843 linear feet of 20-inch PVC reclaimed water main
from Airport Road to Village Walk Circle.
3.0 Project Justification
County Planning projections indicate that by the year 2005, maximum daily
demands for water in Collier County will increase by almost 8 MGD, to a total of
approximately 39 MGD.
Reclaimed water availability will increase to approximately 40 MGD in 2005 due
to the SCWRF and NCWRF expansions and increased Reclaimed Water
Distribution System capacity and reliability. This will reduce the burden on the
region's limited freshwater supply and protect the wetland system associated
with the Aquifer. This project will allow for greater reliability and capacity in the
Reclaimed Water Distribution System, and therefore, furthers the District's goal
of developing alternative water supplies to meet future demands.
4.0 Work Breakdown Structure (WBS)
4.1 Description of Project Elements
Design work for the proposed project has been completed and
construction has been initiated.
The current construction phase work includes installation of approximately
7,883 linear feet of 20-inch reclaimed water main. Specific elements
expected for completion of this task are listed below:
. Mobilization
. Install 7,883 linear feet of 20-inch pipe
. Install 20-inch gage valve and box
. Connect to existing Collier County Reclaimed Water Distribution
System
. Restore site
Deliverables
. Record Drawings
. Operation and Maintenance Manuals
. Warranties and guarantees
. Testing reports
. Certifications
Exhibit "e" to Agreement DG050237, Page 2 of 3
':t I~ '
,1~ 10 LIi
5.0 Project Cost
The construction costs are equal to approximately $845,415. A cost breakdown
is provided in the attached contractor bid documents.
6.0 Location of the Project
The new 20-inch Reclaimed Water Main will be located along Vanderbilt Beach
Road between 1-75 and Airport Pulling Road. See Figure 1.
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7.0 Deliverable Schedule
Competitive bids were received for this project on July 31, 2003. The contract
was awarded to Southwest Utility Systems, Inc. and approved by the Collier
County Board of Commissioners on December 16, 2003. Construction is
ongoing and projected to be completed by August 24, 2004.
Exhibit "e" to Agreement DG050237, Page 3 of 3
16C9
EXHIBIT "D"
SUMMARY SCHEDULE OF TASKS AND DELlVERABLES
. A summary deliverable schedule associated with this project is set forth below. The schedule is based
on a not-to-exceed thirty six months agreement.
. All deliverables submitted hereunder are subject to review by the District. Due dates for all deliverables
are based on the number of months from the date of agreement execution. The Recipient hereby
agrees to provide the District all deliverables, data and information described in the Statement of Work
in both written and electronic four-digit format.
. Payment shall be made following receipt and acceptance by the District of project deliverables in
accordance with the schedule set forth below. Total payment by the District for all work completed
herein shall not exceed the amount of $50.000.00. All payments are subject to District fiscal year
appropriations.
Installation of approximately 7,883
linear feet of 20-inch reclaimed
water main
Letter of
Completion
36 months
$ 50,000.00
$ 50,000.00
Total:
Exhibit "0" to Agreement DG050237, Page 1 of 1
SOUTH FLORIDA WATER MANAGEMENT DISTRIeT
3301 Gun Club Road, West Palm Beach, Florida 33406 . (5611686-8800 . FL WATS 1-800-432-2045 .
Mailing Address: P.O. Box 24680, West Palm Beach, FL 33416-4680 . www.sfwmd.gov
March 17,2005
Ms. Sandy Sridhar
Collier County Board of County Commissioners
3301 Tamiami Trail E.
Bldg. H, 3rd Floor
Naples, FL 34112
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Dear Ms. Sridhar:
Subject:
Contract # DG050238
Goodlette Frank Road Forcemain and Reclaimed Water Main.
Please find enclosed one (1) fully executed copy ofthe above referenced document.
Thank you for your efforts on behalf of the South Florida Water Management District (District).
Should there be any questions, or if you require any additional information, please contact me.
Sincerely,
} .
;5~1/URA:rJeA, 1i~/z/lhUU
Bernadette Harrison
Contract Specialist
Procurement Department
bharriso@sfwmd.gov
(561) 682-6378
(56 I ) 681-6275
BH/sr
Enclosure
c: Elliott Kampert MSC 4350, w/attachment
District Clerk/Original File
GOVElmING BOARD
Nicolas J. Gutierrez, Jr., Esq., Chair
Pamela Brooks-Thomas, Vice-Chair
Irela M. Bague
EXECUTIVE OFFICE
Michael Collins
Hugh M. English
Lennart E. Lindahl, P.E.
Kevin McCarty
Harkley R. Thornton
Trudi K. Williams, P.E.
Henry Dean, ExeCfltive Director
ORIGINAL
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16C9
2004-2005 SOUTH FLORIDA WATER MANAGEMENT DISTRICT
ALTERNATIVE WATER SUPPLY
FUNDING PROGRAM AGREEMENT
Recipient: Agreement Number: DG050238
Collier County Board of County
Commissioners Governing Board Approval Date: November II, 2004
Recipient's Project Manager:
Sandy Sridhar
District Funding Amount: $ 50,000.00
Address:
3301 Tamiami Trail E.
Bldg. H, 3rd Floor
Naples, Florida 34112
Telephone No:
239-530-5345
Fax No:
239-530-5378
SFWMD Project Manager:
Elliot Kampert
Address:
230 I McGregor Blvd.
Fort Myers, Florida 33901
Telephone No:
239-338-2929 X 7745
Fax No:
239-338-2936
Insurance
N/A
Federal Employer Identification Number:
21-07-019995-53C
Project Title:
Goodlette Frank Road Forcemain and Reclaimed Water Main.
Description:
Construction of Approximately +/- 6000 LF of 20" Reclaimed Water Main Along Goodlette Frank Rd.
South from the NCWRF to Vanderbilt Beach Rd. to Supplement an Existing 20" Reclaimed Water Main.
Agreement No. DG050238, Page 1 of 10
16C9
This Agreement is entered into between "the Parties", the South Florida Water
Management District (SFWMD), the "District", and the undersigned Applicant,
hereinafter referred to as the "Recipient." The Recipient warrants and represents that it
has no obligation or indebtedness that would impair its ability to fulfill the terms and
conditions of this Agreement, and shall abide by all legal, financial, and reporting
requirements, such as matching funds and final reports for all funding received by the
Recipient from the District.
ARTICLE 1 - PROJECT
l.l The Recipient shall, to the satisfaction of the District, fully and timely construct
and perform all work items described in the "Statement of Work," attached hereto as
Exhibit "e", and made a part of this Agreement.
1.2 As part of the services to be provided by the Recipient under this Agreement, the
Recipient shall substantiate, in whatever form reasonably requested by the District,
any supporting documentation utilized as a basis for payment by the District. This
paragraph shall survive the expiration or termination of this Agreement.
ARTICLE 2 - TERM OF THE AGREEMENT
2.1 The period of performance of this Agreement shall commence upon the last date of
execution of this Agreement and shall continue for a period not to exceed thirty-six
(36) months.
2.2 The Parties agree that time is of the essence in the performance of each and every
obligation under this Agreement.
ARTICLE 3 - COMPENSATION/CONSIDERATION
3.1 As consideration for providing the goods and services required by this Agreement,
the District shall pay the Recipient the funding amount as specified on front page.
Such amount is a not to exceed amount and therefore, no additional consideration
shall be authorized. Recipient must provide at least fifty (50) percent of the total
project cost, with the exception of designated REDI communities.
Agreement No. DG050238, Page 2 of 10
16C9
3.2 The Recipient assumes sole responsibility for all work, which is performed
pursuant to Exhibit "C". By providing funding hereunder, the District does not
make any warranty, guaranty, or any representation whatsoever regarding any of the
work performed hereunder, including but not limited to the adequacy or sufficiency
of all or any part of work described in Exhibit "C".
3.3 The Recipient hereby agrees not to use District funding for any work associated
with the research, design and permitting aspects of the Project. District funds shall
only be used for capital or infrastructure costs for the construction activities
described in Exhibit "C".
ARTICLE 4 - FUNDING PAYMENTS AND REPORTING
4.1 The District shall make payment to the Recipient upon completion and acceptance
of the final deliverable as described in Exhibit "C". The Recipient shall provide
certification that all construction has been completed in accordance with Exhibit
"c" of this Agreement.
4.2 The Recipient's invoice shall reference the District's Agreement Number and shall
be sent to the Project Manager at the address stated on the first page of this
Agreement. The Recipient shall not submit an invoice to any other address at the
District.
4.3 The District shall have the right to inspect all work and review final reports before
authorization of payment is made to the Recipient. It is the policy of the District
that payment for all goods and services shall be made in a timely manner and that
interest payments are made on late payments. In accordance with Florida Statutes,
Section 218.70, Florida Prompt Payment Act, a "proper" invoice is defined as an
invoice that conforms to all statutory requirements and all District requirements as
set forth in the Agreement for invoice submission. The time at which payment shall
be due from the District shall be forty-five (45) days from receipt of a proper
invoice and acceptance of services and/or deliverables, based on compliance with
the statutory requirements set forth in Section 218.70, ES. and upon satisfaction of
the District conditions as detailed in the Agreement.
Failure of the Recipient to follow the instructions set forth in the Agreement
regarding a proper invoice and acceptable services and/or deliverables may result in
an unavoidable delay in payment by the District. All payments due from the District
for a proper invoice and acceptable services and/or deliverables and not made within
the time specified in this section shall bear interest from thirty (30) days after the
due date at the rate of one percent (I %) per month on the unpaid balance. The
Recipient shall invoice the District for payment of any accrued unpaid interest.
Agreement No. DG050238, Page 3 of 10
Any disputes regarding invoice payments which cannot be resolved by the 1 6 C 9
appropriate department of the District shall be concluded by final written decision
of the District Leadership Team not later than sixty (60) days after the date on
which the proper invoice was received by the District.
4.4 Upon award of the Agreement, the Recipient shall provide to the District a
detailed schedule of the Project. The Recipient shall provide three (3) copies of
progress reports every six months to the District, which shall describe the extent
of Project completion. Upon request by the District, the Recipient shall provide as
supporting documentation, all work products associated with the completion of
the tasks designated in the Work Breakdown Structure Exhibit "e", and Schedule
of Tasks and Deliverables Exhibit "D", attached to this Agreement.
ARTICLE 5 - PROJECT MANAGEMENT
5.1 The Parties shall direct all matters arising in connection with the performance of
this Agreement, other than invoices and notices, to the attention of the Project
Managers. The Project Managers shall be responsible for overall coordination and
oversight relating to the performance of this Agreement.
5.2 All notices, demands, or other communications to the Recipient under this
Agreement shall be in writing and shall be deemed received if sent by certified
mail, return receipt requested, to the address stated.
All notices to the District under this Agreement shall be in writing and sent by
certified mail to:
South Florida Water Management District
Attn: (District Project Manager's name as stated on the first page of the
Agreement)
(Address as stated on the first page of the Agreement)
5.3 All notices required by this Agreement shall be considered delivered upon receipt.
Should either Party change its address, written notice of such new address shall
promptly be sent to the other Party.
5.4 All correspondence to the District under this Agreement shall reference the
District's Agreement Number.
Agreement No. DG050238, Page 4 of 10
ARTICLE 6 - TERMINATION I REMEDIES
16C9
6.1 It is the policy of the District to encourage good business practices by requiring
recipients to materially perform in accordance with the terms and conditions of
the Agreement. In accordance with District Rule 40E-7, Part II, F.A.C., "material
breach" is defined as any substantial, unexcused non-performance by failing to
perform an act that is an important part of the transaction or performing an act
inconsistent with the terms and conditions of the Agreement.
If the Recipient materially fails to fulfill its obligations under this Agreement, the
District will provide written notice of the deficiency by forwarding a Cure Notice
citing the specific nature of the material breach. The Recipient shall have thirty
(30) days to cure the breach. If the Recipient fails to cure the breach within the
thirty (30) day period, the District shall issue a Termination for Default Notice.
Once the District has notified the Recipient that it has materially breached its
agreement with the District, by sending a Termination for Default Notice, the
District's Governing Board shall determine whether the Recipient should be
suspended from doing future work with the District, and if so, for what period of
time. The District's Governing Board will consider the factors detailed in Rule
40E-7, Part II, F.A.C. in making a determination as to whether a Recipient should
be suspended, and if so, for what period of time. Should the District terminate for
default in accordance with this provision, the District shall be entitled to recover
reprocurement costs in addition to all other remedies under law and/or equity.
6.2 The District may terminate this Agreement at any time for convenience upon
thirty (30) calendar days prior written notice to the Recipient. The performance
of work under this Agreement may be terminated by the District in accordance
with this clause in whole, or from time to time in part, whenever the District shall
determine that such termination is in the best interest of the District. Any such
termination shall be effected by delivery to the Recipient of a Notice of
Termination specifying the extent to which performance of work under the
Agreement is terminated, and the date upon which such termination becomes
effective. In the event of termination, the District shall compensate the Recipient
for all authorized and accepted work performed through the termination date. The
District shall be relieved of any and all future obligations hereunder, including
but not limited to, lost profits and consequential damages under this Agreement.
The District may withhold all payments to the Recipient for such work until such
time as the District determines the exact amount due to the Recipient.
6.3 In the event a dispute arises, which the Project Managers cannot resolve between
themselves, the Parties shall have the option to submit to non-binding mediation.
The mediator or mediators shall be impartial, shall be selected by the Parties, and
the cost of the mediation shall be borne equally by the Parties. The mediation
process shall be confidential to the extent permitted by law.
Agreement No. DG050238, Page 5 of 10
ARTICLE 7 - RECORDS RETENTION
16C9
7.1 The Recipient shall maintain records and the District shall have inspection and
audit rights as follows:
A. Maintenance of Records. The Recipient shall maintain all financial and non-
financial records and reports directly or indirectly related to the negotiation or
performance of this Agreement, including supporting documentation for any
service rates, expenses, research or reports. Such records shall be maintained
and made available for inspection for a period of five (5) years from completing
performance and receiving final payment under this Agreement.
B. Examination of Records. The District or its designated agent shall have the
right to examine in accordance with generally accepted governmental auditing
standards all records directly or indirectly related to this Agreement. Such
examination may be made only within five (5) years from the date of final
payment under this Agreement and upon reasonable notice, time and place.
C. Extended Availability of Records for Legal Disputes. In the event that the
District should become involved in a legal dispute with a third party arising
from performance under this Agreement, the Recipient shall extend the period
of maintenance for all records relating to the Agreement until the final
disposition of the legal dispute, and all such records shall be made readily
available to the District.
D. Periodic Audits. The District shall perform audits periodically to ensure funding
objectives are being met.
ARTICLE 8 - STANDARDS OF COMPLIANCE
8.1 The Recipient, its employees, subcontractors or assigns, shall comply with all
applicable federal, state, and local laws and regulations relating to the performance
of this Agreement. The District undertakes no duty to ensure such compliance, but
will attempt to advise the Recipient, upon request, as to any such laws of which it
has present knowledge.
8.2 The laws of the State of Florida shall govern all aspects of this Agreement. In the
event it is necessary for either party to initiate legal action regarding this
Agreement, venue shall be in the Fifteenth Judicial Circuit for claims under state
law and in the Southern District of Florida for any claims, which are justifiable in
federal court.
8.3 The Recipient shall allow public access to all Project documents and materials in
accordance with the provisions of Chapter 119, Florida Statutes. Should the
Recipient assert any exemptions to the requirements of Chapter 119 and related
Agreement No. DG050238, Page 6 of 10
Statutes, the burden of establishing such exemption, by way of injunctive ~~ot6 r 9
relief as provided by law, shall be upon the Recipient.
8.4 Pursuant to Section 216.347, Florida Statutes, the Recipient is prohibited from the
expenditure of any funds under this Agreement to lobby the Legislature, the
judicial branch, or another state agency.
8.5 The Recipient shall obtain, at its sole expense, all necessary licenses, authorizations
and permits from the appropriate private party or federal, state, municipal or local
agency, and other governmental approvals, prior to commencing performance of
this Agreement. A delay in obtaining permits shall not give rise to a claim by the
Recipient for additional compensation. If the Recipient is unable to obtain all
necessary permits in a timely manner, either party may elect to terminate this
Agreement, each party to bear its own costs, notwithstanding other provisions of
this Agreement to the contrary.
8.6 The Recipient hereby assures that no person shall be excluded on the grounds of
race, color, creed, national origin, handicap, age, or sex, from participation in,
denied the benefits of, or is otherwise subjected to discrimination in any activity
under this Agreement. The Recipient shall take all measures necessary to
effectuate these assurances.
ARTICLE 9 - INDEMNIFICATION
9.1 For value received, which is hereby acknowledged, the Recipient shall defend,
indemnify, save, and hold the District, its officers, directors, board members,
agents, assigns, and employees harmless from liabilities, damages, losses, and costs,
including, but not limited to reasonable attorney's fees, to the extent caused by the
negligence, recklessness or intentionally wrongful conduct of the Recipient and
other persons employed or utilized by the Recipient in the performance of the
Agreement. The District shall have the right to approve counsel selected by the
Recipient to defend the District in the event the District is named in any legal
action.
The Recipient further acknowledges that it is solely responsible for ensuring its
compliance and the compliance of its subcontractors, suppliers, agents, assigns,
invitees and employees with the terms of this Agreement. This paragraph shall
survive the expiration or termination of this Agreement.
ARTICLE 10 - RELATIONSHIP BETWEEN THE PARTIES
10.1 The Recipient shall be considered an independent contractor and neither party shall
be considered an employee or agent of the other party. Nothing in this Agreement
shall be interpreted to establish any relationship other than that of an independent
Agreement No. DG050238, Page 7 of 10
contractor between the parties and their respective employees,
subcontractors, or assigns during or after the performance of this Agreement. Both
parties are free to enter into contracts with other parties for similar services.
ln6C9
10.2 The Recipient shall not assign, delegate or otherwise transfer its rights and
obligations as set forth in The Agreement without the prior written consent of the
District. Any attempted assignment in violation of this provision shall be null and
void.
10.3 It is the intent and understanding of the Parties that this Agreement is solely for the
benefit of the Recipient and the District. No person or entity other than the
Recipient or the District shall have any rights or privileges under this Agreement
in any capacity whatsoever, either as third-party beneficiary or otherwise.
ARTICLE 11 - GENERAL PROVISIONS
ll.l Notwithstanding any provisions of this Agreement to the contrary, the Parties shall
not be held liable for any failure or delay in the performance ofthis Agreement that
arises from fires, floods, strikes, embargoes, acts of the public enemy, unusually
severe weather, outbreak of war, restraint of government, riots, civil commotion,
force majeure, act of God, or for any other cause of the same character which is
unavoidable through the exercise of due care and beyond the control of the Parties.
Failure to perform shall be excused during the continuance of such circumstances,
but this Agreement shall otherwise remain in effect.
11.2 Any inconsistency in this Agreement shall be resolved by giving precedence in the
following order:
(a) Terms and Conditions outlined in Articles 1-11
(b) Exhibit "C" Statement of Work
(c) All other exhibits, attachments and documents specifically incorporated herein
by reference
11.3 Failures or waivers to insist on strict performance of any covenant, condition, or
provision of this Agreement by the Parties, their successors and assigns shall not be
deemed a waiver of any of its rights or remedies, nor shall it relieve the other Party
from performing any subsequent obligations strictly in accordance with the terms of
this Agreement. No waiver shall be effective unless in writing and signed by the
Party against whom enforcement is sought. Such waiver shall be limited to
provisions of this Agreement specifically referred to therein and shall not be
deemed a waiver of any other provision. No waiver shall constitute a continuing
waiver unless the writing states otherwise.
IIA Should any term or provision of this Agreement be held, to any extent, invalid or
unenforceable, as against any person, entity or circumstance during the term hereof,
Agreement No. DG050238, Page 8 of 10
b fi f 1 I. f fi f . . d' . 1; {h.', (g
y orce 0 any statute, aw, or ru mg 0 any orum 0 competent Juns lctlOn, suc
invalidity shall not affect any other term or provision of this Agreement, to the
extent that the Agreement shall remain operable, enforceable and in full force and
effect to the extent permitted by law.
11.5 This Agreement may be amended only with the written approval of the Parties.
11.6 This Agreement states that all publicity/outreach media will be jointly planned by
the Recipient and the District and any and all materials, events, or endorsements
arising out of this award will require prior District approval.
11.7 This Agreement states the entire understanding and Agreement between the Parties
and supersedes any and all written or oral representations, statements, negotiations
or Agreements previously existing between the Parties with respect to the subject
matter of this Agreement. The Recipient recognizes that any representations,
statements or negotiations made by District staff do not suffice to legally bind the
District in a contractual relationship unless they have been reduced to writing and
signed by an authorized District representative. This Agreement shall insure to the
benefit of and shall be binding upon the parties, their respective assigns, and
successors in interest.
Agreement No. DG050238, Page 9 of 10
IN WITNESS WHEREOF, the Parties or their duly authorized representativi~bfl 9. , ......
execute this Agreement on the date written below. U U .
SOUTH FLORIDA WATER MANAGEMENT DISTRICT,
BY ITS GOVERNING BOARD
~
SFWMD Office of Counsel Approved
By: A^~S~
fIV V Date: ')..1 f J liS
ATTB8'f
DWIGIIT B. ~ ..~
~1Z.~~}Je.
AttiStlS ~tGl,Ch-ai rllaR' s
s1gnatJre 001.1.
Board of County Commissioners
Recipient's Legal Name: Collier County. Florida
By Authmm,d Offi'ial~ W. ~
Fred W. Coyle
ApproVij~,~...B t,:} t,. !,),:f>i; 1 :;;;,.
~~~.~
Title:
Chairman
Date:
March 8, 2005
Aaaistant County Att0rn(~,9'
~M4;;ed
Date: :)- 7- i'::i'"
Item #
It; c., 9
Agenda 3-8'05
Date
./
Dat~ ':1. 30, 66
Reed ~-
Agreement No. DG050238, Page 10 of 10
EXHIBIT lie"
Statement of Work
1 h C9,.
1.0 INTRODueTION
The North County Water Reclamation Facility (NCWRF),located at Goodlette-
Frank Road and lmmokalee Road, provides wastewater treatment in the North
County Service Area. The primary means of effluent disposal from the NCWRF
is returning highly treated reclaimed water to the community for beneficial reuse
as irrigation water. The balance is disposed of through a deep injection well. A
liquid stream expansion completed in November 2001, and a corresponding
solids stream expansion completed in September 2002, increased the facility's
capacity by 6.5-million gallon per day (mgd) to its present capacity of 17.55-mgd.
The Phase I expansion to increase the facility's capacity to a total of 24.1-mgd is
currently underway with construction on schedule to be in service by fall 2005.
The County is planning on expanding the capacity of this facility to 30.6 MGD of
treatment and reclaimed water production.
Currently, the North County Water Reclamation Facility (NCWRF) produces and
distributes reclaimed water for the irrigation of golf courses, residential
developments, and parks in the northern section of the County. The existing
transmission system has been evaluated to assess its response to various future
scenarios. The hydraulic analysis has identified one immediate project and two
additional reclaimed water main projects that are necessary to enable
transmission of the 24.1 MGD of reclaimed water produced under the Phase I
expansion. The immediate project is the 20-inch reclaimed water main Vanderbilt
Beach Road project and the two Phase I projects are the Goodlette Frank Road
forcemainj reclaimed water main project and the Livingston Road reclaimed
water main project. The Goodlette Frank Road forcemain and reclaimed water
main project will construct a parallel reclaimed water main along Goodlette
Frank Road extending south from the NCWRF to Vanderbilt Beach Road. The
completed project will consist of approximately 6,000 linear feet of 20-inch
reclaimed water main and will allow the County to distribute reclaimed water to
customers primarily in the North service area of the County.
Figure A-I presents the location of the project. This project was included in the
County's Master Plan.
2.0 SeOPE
The Goodlette Frank Road forcemain and reclaimed water main project will
build approximately 6,000 linear feet of 20-inch reclaimed water main along
Goodlette Frank Road extending south from the NCWRF to Vanderbilt Beach
Road to supplement an existing 20-inch reclaimed water main.
Exhibit "e" to Agreement DG050238, Page 1 of 3
16C9
A hydraulic evaluation study of the existing transmission system has been
completed by a consulting engineering firm and this study provided
recommendations to improve the responses of the existing transmission system
to planned future expansions.
The County hired a consulting engineering firm to provide design services for
the Goodlette Frank Road forcemain and reclaimed water main project and the
design tasks have already been completed. The construction plans are completed
and the project is currently under public bidding process.
The County plans to authorize the responsible and responsive contractor with
lowest bids to construct the project. The construction is expected to begin in June
and it is expected to take 240 days to complete.
3.0 PROJEeT JUSTIFIeA TION
Rapid growth and high dry-season demand for water have stressed the County's
sensitive freshwater aquifers. One viable solution to decrease this demand is the
use of highly treated wastewater effluent instead of potable water for irrigation
purposes. Collier County anticipates that it will experience continued rapid
population growth with a concomitant increase in potable water demands.
County Planning projections indicate that by the year 2005, maximum daily
demands for water in Collier County will increase by almost 8 MGD, to a total of
approximately 39 MGD.
Reclaimed water availability will increase to approximately 40 MGD in 2005 due
to the NCWRF and the South County Water Reclamation Facility expansions.
This will reduce the burden on the region's limited freshwater supply and
protect the wetland system associated with the aquifer. This project will allow
for greater reliability and capacity in the reclaimed water distribution system,
and therefore, furthers the District's goal of developing alternative water
supplies to meet future demands.
4.0 WORK BREAKDOWN STRUeTURE (WBS)
There are three main components associated with the project: hydraulic
evaluation study, engineering design, and construction. A more detailed
description of the components is presented below.
. Task 1: Hydraulic Evaluation Study
Hazen and Sawyer conducted a hydraulic analysis of the reclaimed water
transmission in 2002. The main purpose of this study was to evaluate the
responses of the existing transmission system to the planned future expansions
of the NCWRF. The study found several projects that needed to be constructed
in order for the system to respond properly to the planned expansions. The
County then included these projects in its Master Plan and Capital Improvement
Project list and proceeded with the engineering design phase of the project.
Exhibit "e" to Agreement DG050238, Page 2 of 3
16C9
. Task 2: Engineering Design
Johnson Engineering was hired to provide engineering design services for this
project. This task has been completed and the construction plans have been
prepared. The project is currently under public bidding process and will soon
proceed to the construction phase.
. Task 3: eonstruction
The County plans to select a responsible and responsive contractor with lowest
bids to begin the construction phase of the project. A selected engineering
consulting firm will provide civil engineering inspection services during the
construction phase of this project to ensure that the project is constructed
according to intended design. The construction is expected to begin in June and
be completed within 240 days.
5.0 LOeA TION OF THE PROJEeT
The project location is presented on the attached Figure A-l. The 20-inch
reclaimed water main will extend south from the NCWRF to Vanderbilt Beach
Road to supplement the existing 20-inch reclaimed water main.
6.0 SeHEDULE OF DELIVERABLES
The evaluation study and design phase of the project have already been
completed. The project is currently under bidding process and the construction
is expected to begin in June 2004. The design engineering firm estimates the
construction to be completed by April 2005.
Exhibit "e" to Agreement DG050238, Page 3 of 3
16C9
EXHIBIT "D"
SUMMARY SCHEDULE OF TASKS AND DELlVERABLES
. A summary deliverable schedule associated with this project is set forth below. The schedule is based
on a not-to-exceed thirty six months agreement.
. All deliverables submitted hereunder are subject to review by the District. Due dates for all deliverables
are based on the number of months from the date of agreement execution. The Recipient hereby
agrees to provide the District all deliverables, data and information described in the Statement of Work
in both written and electronic four-digit format.
. Payment shall be made following receipt and acceptance by the District of project deliverables in
accordance with the schedule set forth below. Total payment by the District for all work completed
herein shall not exceed the amount of $50,000.00. All payments are subject to District fiscal year
appropriations.
Hydraulic Evaluation Study
2
Engineering Design
3
Construction
Letter of
Completion
36 months
$ 50,000.00
Total:
Exhibit "0" to Agreement OG050238, Page 1 of 1
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLI1J6. D'2'
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO r ., "
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNAT
Print on pink paper. Attach to original document Original documents should be hand delivered to the Board Ollicc. The wmpletcd routing slip and original
documents are to be forwarded to the Board Onice only after the Board has taken action on the item.)
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the
exception of the Chairman's silIDature, draw a line throucl' routing lines #1 through #4, comDlete the checklist, and forward to Sue Filson (line #5),
Route to Addressee(s) Office Initials Date
(List in routing order)
1.
2.
3.
4.
5. Sue Filson, Executive Manager Board of County Commissioners
6. Minutes and Records Clerk of Court's Office
PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary, Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the
item.)
Name of Primary Staff Terri Daniels or Phone Number 732-2689
Contact Marlene Foord 774-8971
Agenda Date Item was March 8, 2005 Agenda Item Number 16D2
Approved by the BCC
Type of Document Memorandum of Understanding/Non Number of Original 2
Attached Supplanting Letter Documents Attached
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/A" in the Not Applicable column, whichever is
a ro nate.
Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials.)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date ofBCC approval ofthe
document or the final ne otiated contract date whichever is a licable.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si ature and initials are re uired.
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCe's actions are nullified. Be aware of our deadlines!
The document was approved by the BCC on '3 ' -a. (, 5 (enter date) and all changes
made during the meeting have been incorporated in the attached document. The
Count Attorne 's Office has reviewed the chan es, if a licable.
N/A (Not
A licable)
2.
3.
4.
5.
6.
~I
t-'li/
. I/.
rJ
~tl
(\/\fS (
['I'JF
I: Forms! County Forms! BCC Forms! Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05. Revised 2.24,05
Donna Fiala
District 1
Frank Halas
District 2
Tom Henning
District 3
Fred W. Coyle
District 4
Jim Coletta
District 5
160
PlJoard o/~~ ~~ ~~
3301 East Tamiami Trail- Naples, Florida 34112 - 4977
(239) 774-8097 - Fax (239) 774-3602
March 8, 2005
Diane M. Stuart, Director
Office on Violence Against Women
810 7tlt Street, NW
Washin~on, DC 20531
Dear Ms. Stuart:
Collier County certifies that funds awarded through. the Safe Havens: Supervised
Visitation and Safe Exchange Grant Program will be used to supplement existing funds
for program activities and will not replace (supplant) nonfederal funds that have been
appropriated to support supervised visitation and safe exchange of children, by and
between parents, in situations involving domestic violence, child abuse, sexual assault, or
stalking. Collier County understands that supplanting violations can result in a range of
penalties, including suspension of future funds under this program, suspension or
debarment from federal grants, recoupment of monies provided under this grant, and civil
and/or criminal penalties.
Sincerely,
'1uA-W. ~
Fred W. Coyle
Chairman
1602
.
,
~
Memorandum of Understanding
Collier County Government is the lead Safe Havens: Supervised Visitation and Safe
Exchange Grant Program applicant, and supports the' Collier County Child Advocacy
Council operating the Local Supervised Visitation Center (LSVC); hereafter referred to
as the LSVC. Collier County Government enters into a Memorandum of Understanding
(MOU) with the Shelter for Abused Women and Children (Community Domestic
Violence Agency); hereafter referred to as the CDV A, the LSVC, and the 20th Judicial
Circuit Court.
I. History of Relationship
The CDV A began collaborating with the LSVC in 1997. The CDV A, Executive Director
and the LSVC, Executive Director has met on an on-going basis since 1997 to discuss the
provision of visitation services to victims of domestic violence. Throughout this
relationship, CDV A provided training for LSVC Staff and volunteers in the following
areas: recognizing signs of domestic violence; methods and strategies for working with
victims of domestic violence; and domestic violence potential impacts on children and
the battered persons. LSVC accepts referrals through the local court system for women
in need of supervised visitation. LSVC refers clients identified through the local court
system to the CDV A for counseling, follow-up, and advocacy. Additionally, the LSVC
and CDV A Executive Directors and staff have met on a regular basis to develop a
comprehensive plan for building a larger collaborative effort on supporting domestic
violence response and supervised visitation.
The ultimate goal of the partnering organizations is the protection of domestic violence
victims and their children in all settings. As a result, LSVC and CDV A are striving to
develop an expanded collaboration including child abuse and neglect organizations, law
enforcement, courts, hospitals, legal advocates, families, and community groups. The
LSVC and CDV A have established an effective method of communication with the local
court system to develop an awareness and understanding among the potential
collaborators of the unique circumstances surrounding supervised visitation in cases of
domestic violence.
II. Development of the Application
Discussions regarding the collaborative effort proposed in the application and detailed in
this Memorandum began at the program inception in 1997. The LSVC Director met with
center staff to develop a grant application response. This draft was supplemented with
key judicial and CDV A staff recommendations. The LSVC Director also conducted an
independent study of similar visitation programs in other jurisdictions through the
Supervised Visitation Program, Florida Chapter and by attending other visitation
programs. Additionally the Directors discussed the application process and expectations
with the potential members of the evolving collaboration. These representatives provided
input in the initial development phase and feedback throughout the process. Recent
meetings among the Executive Directors, County representatives and local court
16D2
representatives have led to the agreement reflected in "this Memorandum and the
submission of the grant applicatioI1.
III. Roles and Responsibilities
The Shelter for Abused Women and Children (CDV A)
Will work with the LSVC related to developing a cross-agency collaboration among the
children abuse and neglect organizations, law enforcement, courts, hospitals, legal
advocates and community groups.
The CDV A training staff will provide up to three domestic violence awareness-training
sessions per year to the LSVC. Additional collaboration members will be invited to
participate in these sessions.
Refer all domestic violence victims with children in need of supervised visitation or
exchange services to LSVC and follow-up on the outcome of the referrals through the
local court system.
Promote training/education of local law enforcement agencies and court representatives
regarding domestic violence issues and supervised visitation. The CDV A may enter into
agreements with these agencies as to the number of training sessions to be provided.
Collier County Child Advocacy Council (LSVC)
Dedicate (3) full-time staff and .5 FfE of a program director to providing supervised
visitation services to families impacted by domestic violence, child abuse, sexual assault
and stalking.
Provide facilities and required security (e.g. rooms, enclosed playground, etc.) for the
program service objectives.
The Director will support the growth of the collaborative effort, and supervise all LSVC
activities. Additionally, the Director will submit program evaluation information to local
and national evaluators as required by the grantor.
Maintain and submit financial and programmatic documentation for accounting and
reporting as required by the grant and the fiscal agent.
Maintain the confidentiality of individuals and families using the LSVC's services.
20th Judicial Circuit Court
Submit referrals and relevant case information to LSVC, and receive follow-up from
LSVC on the outcome of the referrals.
16 '''"
" ,",',"",''''
~l J
U "
"'. .i'II'~,vt
Participate in training for collaboration partners on the legal system and its role In
working with victims of domestic yiolence, child abuse, sexual assault and stalking.
Designate a representative and alternate representative to participate in the collaboration
meetings.
Collier County Government
Collier County Government will act as the fiscal agent for the grant project and ensure
compliance with the grant and reporting requirements of the Office on Violence Against
Women (OVW). Additionally, the County will support the collaboration efforts of the
project by providing a conference room for partner meetings.
IV. Time Line
The roles and responsibilities described above are contingent on the LSVC receiving the
funds requested for this project in the OVW grant application. The beginning and end
dates of this collaborative effort will coincide with the grant period, anticipated to be
October I, 2005 through September 30,2007.
Approval
We the undersigned have read and agree with this MOD. Further, we have reviewed the
portion of the proposed project budget pertaining to the collaborative effort described
here,andap e1. ~. '~,
By ~1~' ~/L
Kathy H4nn,
Chief Executive Officer
The Shelter for Abused Women
and Children
Date f\.\~ 1- 2M 5
\
,
r ;'1 -"1'
Date 11!~ /, ,x'OJ5
BY~.1.jL;
Cynthia Ellis, Administrative
Judge
20th Judicial Circuit Court
Date lIjl1A ILL 'I, a200J
DATED: ~"~-dDC6
AlTEST:
DWIGHT E. BROCK, Clerk
"f." ,,'
~ ((., 5/.--/
Robert N. zachary
Assistant County Attorney
1602
BOARD OF COUNTY COMMISSIONERS
COLUER COUNTY, FLORIDA
O'('BY:~W. c+
FRED W. COYLE, Chairman
Date: March 8, 2005
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO". E 1
Print on pink paper~~ ~~~~oc~~t~2~!c~m~~~~~~~~~ 2~~~~c~~~o~~~~~"g slip and ori~nal
documents are to be forwarded to the Board Office only !tk!: the Board has taken action on the item.)
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or infonnation needed. If the document is already complete with the
exceotion of the Chairman's sil!I1ature, draw a line throUIU routing lines #1 through #4, comolete the checklist, and forward to Sue Filson (line #5).
Route to Addressee(s) Office Initials Date
(List in routing order)
1.
2.
3.
4. Scott Teach County Attorney SRT 03/11/05
5. Sue Filson, Executive Manager Board of County Commissioners
6. Minutes and Records Clerk of Court's Office
PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending BCC approvaL Normally the primary contact is the person who created/prepared the executive
summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information. All original documents needing the BCC Chainnan's signature are to be delivered to the BCC office only after the .BCC has acted to approve the
item.)
Name of Primary Staff Kelsey Ward, Contract Administration Phone Number 774-8949
Contact . Manaeer
Agenda Date Item was March 8, 2005 Agenda Item Number 16.E.l
Approved by the BCC
Type of Document #03-3497 Number of Original Five (5)
Attached Documents Attached
Initial the Yes column or mark UN/A" in the Not Applicable column, whichever is Yes N/A (Not
appropriate. (Initial) Applicable)
1. Original document has been signed/initialed for legal sufficiency. (All documents to be SRT
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and possibly State Officials.)
2. All handwritten strike-through and revisions have been initialed by the County Attorney's SRT
Office and all other parties except the BCC Chairman and the Clerk to the Board
3. The Chairman's signature line date has been entered as the date of BCC approval of the SRT
document or the final negotiated contract date whichever is applicable.
4. "Sign here" tabs are placed on the appropriate pages indicating where the Chairman's SRT
signature and initials are reauired.
5. In most cases (some contracts are an exception), the original document and this routing slip N/A SRT
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
6. The document was approved by the BCC on March 8. 2005 and all changes made SRT
during the meeting have been incorporated in the attached document. The County
Attorney's Office has reviewed the chan2:es, if applicable.
INSTRUCTIONS & CHECKLIST
I: Fonns! County Forms! BCC Forms! Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05
",___"_"""."",~"""_,,,,,,,,,,,,,_,,,",,~.',,,,;-,,,,,"'''''''''",'&''''''',,,..._,......"','0
16E1
. -.
:.1.
MEMORANDUM
DATE:
March 14,2005
TO:
Kelsey Ward
Purchasing
FROM:
Linda A. Houtzer
Minutes and Records
RE:
Contract Amendment for 03-3497 - Auditing Services for Collier
County
Enclosed please find three (3) originals of the document, as referenced above
(Agenda Item #16El), approved by the Board of County Commissioners on
March 8, 2005
Kindly forward the documents to the appropriate parties for their records. The
Finance Department and Minutes & Records Department have their copies.
If you should have any questions, please contact me at: 774-8411.
Thank you.
Enclosures
EXHIBIT A-2 Contract Amendment for 03-3497
"Auditing Services for Collier County"
This amendment, dated HfVL 08 ,2005 to the referenced agreement shall be by and between the parties
to the original Agreement, KPMG, LLP, whose address is 100 North Tampa Street, Suite 1700, Tampa,
FL 33602, (to be referred to as "Contractor") and Collier County, Florida, (to be referred to as
16f1
. .
.
"Owner").
Statement of Understanding
RE: Contract # 03-3497 "Auditing Services for Collier County"
In order to continue the services provided for in the original Contract document referenced above, the
Contractor agrees to amend the above referenced Contract as per the Supplemental Authorization Exhibit
"A-2A" KPMG Cost Proposal, attached to this Amendment and incorporated herein by reference.
The Contractor agrees that this amends the original Contract and that the Contractor agrees to complete
said services in an amount not to exceed fifty eight thousand one hundred dollars ($58,100) as per
Exhibit "A-2A".
All other terms and conditions of the agreement shall remain in force.
IN WITNESS WHEREOF, the Contractor and the County have each, respectively, by an authorized
person or agent, hereunder set their hands and seals on the date(s) indicated below.
CONTRACTOR
ATTEST:
By: _P~yl h~~. 1bt!(/'1I
Dated: "3/ 6
r ,
By:
Title:
Dated:
~~M_ll
G. r /Witness
'"".~. Fl!',{'.)"'l
.<::.~,V:~:::.,:.,...:. ::: t:(,
~"~ "'t 'i~' ".
ATTEST: Lr:' :":1 '::,. . -~,. .... ';;:;
~ . /r '1
A, _,~A; ~_iJJ.A6~
D~lghfE. Brfi~jqt?r~...?;:~~,.
Attest as to ctra.-~ft;i;$
ligaat..,.. 001:1.
CORPORATE SEAL
OWNER:
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By: ~W.
Fred W. Coyle, Chairman Item #
IloG.. I
Agenda 3 Q ~
Date 'D-D-:.:J
Scott R. Teach
Assistant County Attorney
Date :J II
Rec'd .:;> . '05
~~/> k
16E1
Contract Amendment # A-2 to Contract 03-3497
"Auditing Services for Collier County"
Exhibit A-2A - KPMG Cost Proposal
Back2:round
Corporate Benefit Services of America, Inc. (CBSA) provides medical claims payment services under an
Administrative Services Agreement ("Agreement") to the County for approximately 2,100 employees.
Annual claims costs approximate $18 million. As the County has not previously conducted a detailed
evaluation of the claims payment services provided by CBSA, the County has requested that KPMG
outline its methodology in performing such an evaluation.
Scope and Approach
Our analysis will be prepared under the Consulting Standards issued by the American Institute of
Certified Public Accountants (AICP A) and does not constitute an examination, compilation or agreed
upon procedures in accordance with the standards established by the AICP A. This analysis will be
prepared on the basis of information received from Collier County and CBSA. No independent
verification of this information will be made by KPMG and we assume no responsibility for the accuracy
or reliability of the information provided to us. The analysis will be intended solely for the use of the
Collier County in its evaluation of the claims payment services provided by CBSA.
KPMG utilizes four (4) standard measurements of a third party administrator's claims processing
operation in its evaluation. These measurements are widely accepted and used among major insurance
carriers and third party administrators:
. Financial Accuracy - This standard measures the dollar value of claims paid correctly compared
to selected sample total claims paid.
. Payment Accuracy - This is a measurement of the number of correct payments divided by the
total number of payments. This measurement shows the number of errors that have financial
impact instead of the dollar value of the impact.
. Processing Accuracy - This standard measures the number of claims processed with no financial
or processing errors divided by the total number of selected sample claims.
. Turnaround Time - This measurement demonstrates the number of days required, on average, to
issue a claims payment (e.g., the period of time from when the claims is received until a check or
explanation of benefits (EOB) is issued).
Our approach includes a detailed evaluation of the internal operation of CBSA and re-adjudication of a
statistically significant random sample of claims. We generally re-adjudicate a sample of two hundred
three (203) medical claims selected from recent paid claims data. This sample size results in a ninety
five percent (95%) confidence level, plus or minus three percent (3%) precision. The ultimate precision
level achieved may vary based on the actual errors documented in the sample.
3
16f1
Our on-site evaluation of CBS A's claims payment facility includes the following evaluations:
. Claims processing and reimbursement accuracy
. Reasonable and customary compliance
. Internal operations and audit procedures
. Training procedures
. Systems and documentation procedures
. Security and disaster recovery procedures
. Plan design and systems set-up
KPMG's approach is divided into the following four steps:
Step 1 Preparation
Step 2 Claims administration evaluation
Step 3 On-site claims evaluation
Step 4 Final report and presentation
Step 1 - Preparation
KPMG will work closely with you and CBSA to clearly define engagement objectives and the tasks to be
performed by each party. Your Agreement with CB SA requires that you provide 30 days notice of your
retention of KPMG to perform this evaluation. We recommend that this written notification be provided
at your earliest convenience to facilitate the start of our work.
KPMG will request that CBSA provide an electronic data tape of claims paid from the agreed-upon time
period; we recommend the most recent plan year as appropriate. This listing is used for the selection of
the claims sample. We will read the administrative services agreement between CBSA and the County to
determine any limitations on the scope of our evaluation. Our initial evaluation of the Agreement reveals
no limitations.
We will prepare an evaluation worksheet for the on-site evaluation and claims administration evaluation.
We will work closely with the County to develop the evaluation worksheet to incorporate those plan
design issues and cost-containment features of most concern to management. Summary Plan
Descriptions and Plan Documents are evaluated in detail to ensure that plan features and rules are being
implemented correctly.
Step 2 - Claims Administration Evaluation
An on-site evaluation of claims administration with CBSA will be conducted prior to the actual
evaluation of the selected medical claims. This evaluation is essentially a "walk through" of claims
processing operations. KPMG will evaluate items pertaining to the internal operations of the third party
administrator such as systems, security, staffing and workflow, policies and procedures, training, quality
control, and customer service. We also evaluate the reports package provided the County and the ability
of CBSA to provide ancillary services such as plan management, cost analysis, and plan design
recommendations. An important component of Step 2 is our confirmation that CBSA's claims payment
system has been appropriately established in accordance with the County's Plan Document. This is
confirmed from system-produced reports and direct observations in the claims payment system.
4
16El
Step 3 - On-site Claims Evaluation
The claims evaluation is conducted on-site at CBSA's facility to gain access to systems history and to
maintain confidentiality of claims information. This evaluation assists in objectively evaluating the
performance of the claims processors according to contractual arrangements and benefit plan
requirements. The on-site claims evaluation includes the following:
. Eligibility verification and coordination of benefits;
. Benefit coverage and compliance with maximums and treatment requirements;
. Integration with utilization review services;
. Payment calculation including level of payment, maxImums, deductibles, and comsurance
requirements;
. Diagnosis and procedure coding;
. Possible duplication of payment; and
. Timeliness of payment.
Prior to concluding the on-site evaluation of claims, we will request that CBSA review any claims that
result in an error and to either agree or disagree with our findings. CBSA will be given the opportunity
to respond to errors found in the evaluation prior to submission of our report to the County. Some clients
choose to have an internal auditor or benefits professional participate as part of the evaluation team. As
we discussed in our meeting, KPMG is certainly willing to accommodate such an approach and discuss
any fee reduction that may result. This does present an opportunity for a County professional to gain
additional knowledge about the operation of the medical plan. However, sometimes the presence of the
client during the course of our onsite work inhibits more open and frank discussions with the claims
administrator (they may become more guarded in their responses).
Step 4 - Final Report and Presentation
At the conclusion of the on-site work, a report is prepared summarizing the findings of our observations.
The report includes:
. An executive summary that summarizes our findings and recommendations;
. A discussion of the methodology employed;
. A summary of findings from the on-site medical claims evaluation including a listing of claims in
error, the payment accuracy ratio, and turnaround time; and
. Recommendations.
At this time we will discuss with you any comments regarding benefit plan design or cost-containment
features that we believe to be beneficial. We will focus on any opportunities for performance guarantees
or administrative fee arrangements advantageous to the County.
5
Timin!! and Staffin!!
16E1
Our work can generally be completed within two to three months of your acceptance of our proposal. A
projected time line, assuming a March 8, 2005 start date might work as follows:
Board approval date
Notification of CBSA
KPMG/County Kick-off Meeting
KPMG data request to CBSA
CBSA claims paid tape to KPMG
KPMG sample selection to CBSA
KPMG onsite work at CBSA
KPMG draft report to the County
KPMG report presentation to the County
March 8, 2005
March 11, 2005
March 11,2005
March 14, 2005
March 28, 2005
AprilS, 2005
April 25 - May 6, 2005
May 27,2005
June 3, 2005
Wayne E. Page, Director, Compensation and Benefits Practice will serve as engagement manager and
coordinate the on-site work with CBSA. The lead claims analyst is Caroline Chan from KPMG's Boston
office. Other KPMG professionals may be involved with data analysis and project coordination. Contact
information for this engagement is:
Wayne E. Page
KPMG, LLP
303 Peachtree Street, N.E.
Suite 2000
Atlanta, GA 30308
Telephone 404 222 3000
Fax 404222 3435
Cost
The full evaluation of a two hundred three (203) sample of paid claims will be completed for a
professional fee (inclusive of administrative expense) of fifty thousand dollars. ($50,000.00) Necessary
travel as related to this engagement shall be approved in advance by the County Risk Manager or his
designee. Travel expenses, excluding airfare, will reimbursed according to current GSA per diem
rates. Airfare shall be reimbursed at actual ticket price for coach fare. The cost for necessary travel,
including meals, lodging and related expenses shall not exceed eight thousand one hundred dollars
($8,100.00) It is our practice to issue progress invoices monthly, as the work is performed, subject to
review and approval by the County Risk Manager or his designee. Should we encounter unexpected
circumstances or events that inhibit our ability to perform this work as outlined above, we will advise you
prior to incurring any additional fees and obtain your advance written authorization or discuss
amendments to the scope of work.
Cost for Evaluation including all tasks identified in this Exhibit A-2A:
Travel expenses to be invoiced at cost with no markup not to exceed:
$50,000.00
$ 8,100.00
Total cost not to exceed:
$58,100.00
6
ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO it ~
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNA'f, F:
Print on pink paper. Attach to original document. Original documents should be hand delivered to the Board Office. The completed routi Ii d I:gina
documents are to be forwarded to the Board Office only after the Board has taken action on the item.)
ROUTING SLIP
Complete routing lines #1 through #4 as appropriate for additional signatures, dates, and/or information needed. If the document is already complete with the
exce tion of the Chairman's si ature, draw a line throu h routin lines # I throu #4, com lete the checklist, an forward to Sue Filson (line #5 .
Route to Addressee(s) Office Initials Date
(List in routin order
1.
.
2.
3.
5. Sue Filson, Executive Manager
Board of County Commissioners
PRIMARY CONTACT INFORMATION
(The primary contact is the holder of the original document pending BCC approval. Normally the primary contact is the person who created/prepared the executive
summary. Primary contact information is needed in the event one of the addressees above, including Sue Filson, need to contact staff for additional or missing
information. All original documents needing the BCC Chairman's signature are to be delivered to the BCC office only after the BCC has acted to approve the
item.)
6. Minutes and Records
Clerk of Court's Office
Name of Primary Staff Phone Number
Contact DARCY WALDRON 447-8000
Agenda Date Item was Agenda Item Number
Approved by the BCC 3-8-05 16.F.2
Type of Document Number of Original
Attached AGREEMENTS Documents Attached FOUR
1.
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark "N/ A" in the Not Applicable column, whichever is
a ro riate.
Original document has been signed/initialed for legal sufficiency. (All documents to be
signed by the Chairman, with the exception of most letters, must be reviewed and signed
by the Office of the County Attorney. This includes signature pages from ordinances,
resolutions, etc. signed by the County Attorney's Office and signature pages from
contracts, agreements, etc. that have been fully executed by all parties except the BCC
Chairman and Clerk to the Board and ossibl State Officials.)
All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other arties exce t the BCC Chairman and the Clerk to the Board
The Chairman's signature line date has been entered as the date ofBCC approval of the
document or the final ne otiated contract date whichever is a licable.
"Sign here" tabs are placed on the appropriate pages indicating where the Chairman's
si nature and initials are re uired.
In most cases (some contracts are an exception), the original document and this routing slip
should be provided to Sue Filson in the BCC office within 24 hours of BCC approval.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of our deadlines!
The document was approved by the BCC on 3-8-05 (enter date) and all
changes made during the meeting have been incorporated in the attached document.
The Count Attorne 's Office has reviewed the chao es, if a licable.
Yes
(Initial)
N/A (Not
A licable)
2.
3.
4.
5.
6.
I: Forms/ County Forms/ Bce Forms/ Original Documents Routing Slip WWS Original 9.03.04, Revised 1.26.05, Revised 2.24.05
16F2
.
MEMORANDUM
Date:
March 16, 2005
To:
Darcy Waldron
Emergency Management
From:
Linda A. Houtzer, Deputy Clerk
Minutes & Records Department
Re:
Service Agreement between the Golden Gate Fire Control
and Rescue District and the Board of County
Commissioners
Enclosed please find two (2) orginals of the document referenced
above (Agenda Item #16F2) as approved by the Board of County
Commissioners on Tuesday, March 8, 2005.
An original is also on file in the Minutes and Records Department and the
Finance Department.
If you have any questions, please call me at 774-8411.
Thank you.
Enclosure (2)
,#
16r2
.
SERVICE AGREEMENT BETWEEN THE
GOLDEN GATE FIRE CONTROL AND RESCUE DISTRICT AND THE
BOARD OF COUNTY COMMISSIONERS, COLLIER COUNTY, FLORIDA
THIS SERVICE AGREEMENT (Agreement) made this g ~ day of
-m nJ\cJ, , 2005, by and between the BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, FLORIDA (hereinafter referred to as "COUNTY"), and the GOLDEN
GATE FIRE CONTROL AND RESCUE DISTRICT (hereinafter referred to as the
"DISTRICT"). COUNTY and DISTRICT are collectively referred to herein as the parties.
WITNESSETH:
WHEREAS, pursuant to Collier County Ordinance No. 84-84, as amended, the Board of
County Commissioners created the Collier County Fire Control Municipal Services Taxing Unit
(hereinafter referred to as the "Collier County Fire District"); and
WHEREAS, the Collier County Fire Control District, as created by Collier County
Ordinance No. 84-84, as amended, includes all of the unincorporated area of Collier County,
Florida, that is not included within a dependent or independent fire control district; and
WHEREAS, the DISTRICT has the necessary equipment and personnel, as described in
fire department response procedures Exhibit "A" attached hereto and incorporated herein, to
provide fire control, fire prevention and rescue services to sub-areas of the Collier County Fire
Control District; and
WHEREAS, certain portions of the Collier County Fire Control District described above
require fire and rescue protection services; and
WHEREAS, the parties desire to enter into this Agreement under the authority of the
Florida Intergovernmental Cooperation Act of 1969, as amended, as referenced in Chapter
163.01, et. seq., Florida Statutes, for the purpose of providing fire and rescue service to those
geographic areas and parts of the Collier County Fire Control District which are the subject of
this agreement.
NOW, THEREFORE, in consideration of the premises and covenants set forth herein,
and other valuable considerations in hand, received this date, each party from the other, which is
hereby acknowledged, the parties hereto agree as follows:
I. The term of this Agreement shall be effective from October I, 2004 through
September 30, 2005. This agreement may be amended as to its terms and conditions
at any time by mutual consent of both parties, through a writing executed with the
same formalities as this Agreement by both parties.
2. The DISTRICT agrees to furnish fire protection and rescue services to a portion of
the Collier County Fire Control District. The fire department responses as described
16F2
.
in Exhibit "A" shall be deemed to establish the closest station response to calls for
service in the Collier County Fire Control District. The DISTRICT shall furnish said
fire protection and rescue services within a primary zone of coverage within the
Collier County Fire Control District, as well as in other zones of the Collier County
Fire Control District, as required by procedure or upon the request of the COUNTY
or other Collier County Fire Control District contract providers. The Fire Chief of the
DISTRICT shall, in conjunction with the Director of Collier County Bureau of
Emergency Services and the other agency Fire Chiefs servicing the Collier County
Fire Control District, forward to the COUNTY a map indicating and confirming each
agency's primary and secondary response zone within the Collier County Fire
Control District. Said services shall be provided in the same manner, level and
priority as the fire protection and rescue services furnished within the regular
DISTRICT, taking into consideration the time, distance and resource limitations of
the DISTRICT.
3. The COUNTY agrees to pay the DISTRICT for services rendered to a portion of the
Collier County Fire Control District pursuant to the requirements of paragraph 2,
above, from taxes collected during each fiscal year of this Agreement. Payment shall
be calculated from the latest tax assessment rolls available on May I st 2004 at an
assessed rate of 2.0 mills for the duration of the Agreement. Available tax revenue is
the total amount of taxes available for fire and rescue protection services after costs of
collection have been deducted. Payment is to be paid on a quarterly basis on January
1, April 1, July I, and September 1. Revenue and payment will be based on the
following formula:
Total ad valorem revenue for Collier County Fire Control District,
less collection fees and administrative costs. The remaining
balance is to then be divided in half, with the first half being split
four ways between the East Naples Fire Control and Rescue
District, the Ochopee Fire Control District, the Golden Gate Fire
Control and Rescue District and the Isles of Capri Municipal
Rescue and Fire Services Taxing District. The second half would
then be split using the following percentages: 12.01% to the Isles
of Capri Municipal Rescue and Fire Services Taxing District, with
the East Naples Fire Control and Rescue District, the Ochopee Fire
Control district and the Golden Gate Fire Control and Rescue
District each receiving 29.33%.
4. Both parties to this Agreement hereby agree to cooperate and participate in mutual
programs and projects in the interest of fire and rescue protection within the County
of Collier, and with the Fire Marshall of the State of Florida.
5. At any time during this Agreement, in the event of non-performance of the
obligations arising under this Agreement by either party, the other shall provide
written notice of the specific grounds of such a claim to the chief administrator of the
non-performing party. The party receiving such a notice shall then have fifteen (15)
2
16F2
.
days in which to respond to and remedy the claim of non-performance. In the event
that the non-performance is not remedied within the 15-day period, the party claiming
the non-performance shall have the right to terminate this Agreement.
6. All Service Agreements and amendments thereto, between the COUNTY and the
DISTRICT relating to the area previously termed the Collier County Fire Control
District are hereby rescinded and superseded.
IN WITNESSES WHEREOF, the parties hereto have set their hands and seals the day
and year first above written.
c.... c}~~
,~ /_' ~ .
Witness: ijrl, ~ . J .
Print Name: 1Y1.~ct-\,:c-:o. yY\e..Vl\e.n\,q~
GOLDEN GATE FIRE CONTROL AND
RESCUE DISTRICT, a Dependant Special
~~~Orida
Chairman
BOARD OF COMMISSIONERS,
:~LLI~[J.L~
F~e! LJ ~ Q clj. \ €.-) Chairman
. . r\. "'it; . ., ' ;
",~,y.~\.)'._ ~. ."'.{~4:A /"-',
'~<-r,,'/i"'--_'-", _ "'.~',;:;l!"
AtUSt H'i:~.W~.t
s1p.t.... o{lIrtt~;"",'
and Legal Sufficiency
~
3
16F2
.
EXHIBIT "An
FIRE DEPARTMENT RESPONSES
TYPE OF SITUATION
I
FIRST DUE
PRIMARY
SECOND DUE
SHARED
UNKNOWN SUBSTANCE
EMERGENCY
1 PUMPER
1 RESCUE
1 COMMANDER
1 PUMPER
1 COMMANDER
HIGH HAZARD
BRUSH FIRE SEASON
DIVISION OF FORESTRY
2 BRUSH UNITS OR
1 PUMPER AND 1
BRUSH UNIT
1 COMMANDER
1 COMMANDER
OUT OF SEASON
DIVISION OF FORESTRY
1 BRUSH UNIT OR 1 PUMPER
AND 1 TANKER
1 COMMANDER
NO RESPONSE
VEHICLE ACCIDENT
1 RESCUE UNIT
WITH WATER
NO RESPONSE
RESCUE CALL
1 RESCUE UNIT
NO RESPONSE
SMALL VEHICLE FIRE
(CAR, PICK-UP)
1 PUMPER
NO RESPONSE
LARGE VEHICLE FIRE
(TRUCK, RV, SEMI OR
UNKNOWN TYPE)
2 PUMPERS 1 PUMPER
1 COMMANDER 1 COMMANDER
2 PUMPERS 1 TANKER
1 COMMANDER 1 COMMANDER
1 BRUSH 1 TANKER
1 PUMPER 1 COMMANDER
1 COMMANDER
2 PUMPERS 2 TANKERS
1 COMMANDER 1 COMMANDER
REGULAR HOUSE OR
TRAILER FIRE
(SO. OF SR 84)
AS ABOVE, BUT
NO. OF SR 84
COMMERCIAL OR
LARGE RESIDENTIAL
UNITS MAY BE SUBSTITUTED DUE TO TIME, DISTANCE AND RESOURCE LIMITATIONS OF THE
PARTICIPATING AGENCY. COMMANDER: ANY OFFICER THAT HAS AUTHORITY FOR COMMAND.
SERVICE AGREEMENT BETWEEN THE
EAST NAPLES FIRE CONTROL AND RESCUE DISTRICT AND THE
BOARD OF eOUNTY COMMISSIONERS, COLLIER eOUNTY, FLORIDA
THIS SERVICE AGREEMENT (Agreement) made this 8' 'fi... day of
-1Y\f\R01 ,2005, by and between the BOARD OF COUNTY COMMISSIONERS OF
COLLIER "'COUNTY, FLORIDA (hereinafter referred to as "COUNTY"), and the EAST
NAPLES FIRE CONTROL AND RESCUE DISTRICT (hereinafter referred to as the
"DISTRICT"). COUNTY and DISTRICT are collectively referred to herein as the parties.
WITNESSETH:
WHEREAS, pursuant to Collier County Ordinance No. 84-84, as amended, the Board of
County Commissioners created the Collier County Fire Control Municipal Services Taxing Unit
(hereinafter referred to as the "Collier County Fire District"); and
WHEREAS, the Collier County Fire Control District, as created by Collier County
Ordinance No. 84-84, as amended, includes all of the unincorporated area of Collier County,
Florida, that is not included within a dependent or independent fire control district; and
WHEREAS, the DISTRICT has the necessary equipment and personnel, as described in
fire department response procedures Exhibit "A" attached hereto and incorporated herein, to
provide fire control, fire prevention and rescue services to sub-areas of the Collier County Fire
Control District; and
WHEREAS, certain portions of the Collier County Fire Control District described above
require fire and rescue protection services; and
WHEREAS, the parties desire to enter into this Agreement under the authority of the
Florida Intergovernmental Cooperation Act of 1969, as amended, as referenced in Chapter
163.01, et. seq., Florida Statutes, for the purpose of providing fire and rescue service to those
geographic areas and parts of the Collier County Fire Control District which are the subject of
this agreement.
NOW, THEREFORE, in consideration of the premises and covenants set forth herein,
and other valuable considerations in hand, received this date, each party from the other, which is
hereby acknowledged, the parties hereto agree as follows:
'\
I. The term of this Agreement shall be effective from October I, 2004 through
September 30, 2005. This agreement may be amended as to its terms and conditions
at any time by mutual consent of both parties, through a writing executed with the
same formalities as this Agreement by both parties.
2. The DISTRICT agrees to furnish fire protection and rescue services to a portion of
the Collier County Fire Control District. The fire department responses as described
in Exhibit "A" shall be deemed to establish the closest station response to calls for
service in the Collier County Fire Control District. The DISTRICT shall furnish said
fire protection and rescue services within a primary zone of coverage within the
Collier County Fire Control District, as well as in other zones of the Collier County
Fire Control District, as required by procedure or upon the request of the COUNTY
or other Collier County Fire Control District contract providers. The Fire Chief of the
DISTRICT shall, in conjunction with the Director of Collier County Bureau of
Emergency Services and the other agency Fire Chiefs servicing the Collier County
Fire Control District, forward to the COUNTY a map indicating and confirming each
agency's primary and secondary response zone within the Collier County Fire
Control District. Said services shall be provided in the same manner, level and
priority as the fire protection and rescue services furnished within the regular
DISTRICT, taking into consideration the time, distance and resource limitations of
the DISTRICT.
3. The COUNTY agrees to pay the DISTRICT for services rendered to a portion of the
Collier County Fire Control District pursuant to the requirements of paragraph 2,
above, from taxes collected during each fiscal year of this Agreement. Payment shall
be calculated from the latest tax assessment rolls available on May I st 2004 at an
assessed rate of 2.0 mills for the duration of the Agreement. Available tax revenue is
the total amount of taxes available for fire and rescue protection services after costs of
collection have been deducted. Payment is to be paid on a quarterly basis on January
1, April 1, July 1, and September I. Revenue and payment will be based on the
following formula:
Total ad valorem revenue for Collier County Fire Control District,
less collection fees and administrative costs. The remaining
balance is to then be divided in half, with the first half being split
four ways between the East Naples Fire Control and Rescue
District, the Ochopee Fire Control District, the Golden Gate Fire
Control and Rescue District and the Isles of Capri Municipal
Rescue and Fire Services Taxing District. The second half would
then be split using the following percentages: 12.01% to the Isles
of Capri Municipal Rescue and Fire Services Taxing District, with
the East Naples Fire Control and Rescue District, the Ochopee Fire
Control district and the Golden Gate Fire Control and Rescue
District each receiving 29.33%.
4. Both parties to this Agreement hereby agree to cooperate and participate in mutual
programs and projects in the interest of fire and rescue protection within the County
of Collier, and with the Fire Marshall of the State of Florida.
5. At any time during this Agreement, in the event of non-performance of the
obligations arising under this Agreement by either party, the other shall provide
written notice of the specific grounds of such a claim to the chief administrator of the
non-performing party. The party receiving such a notice shall then have fifteen (15)
2
days in which to respond to and remedy the claim of non-performance. In the event that
the non-performance is not remedied within the IS-day period, the party claiming the
non-performance shall have the right to terminate this Agreement.
6. All Service Agreements and amendments thereto, between the COUNTY and the
DISTRICT relating to the area previously termed the Collier County Fire Control
District are hereby rescinded and superseded.
IN WITNESS WHEREOF, the parties hereto have set their hands and seals the day and
year first above written.
EAST NAPLES FIRE CONTROL AND
RESCUE DISTRICT, an Independent
Special D' . 0 Collie , lorida
Witness:
t e~,:fl~ \
..p.......~: ic~~
.. ~... (!::;~,
. _~:~j ,I t..
: !!~': ~~ ' ,.,~:.i\F~..
ATT$T: D~ight,W~~~' Clerk
".' . \ ,.').,," '/1
~:~i~iMru~ Ix-,
'.' . ,r:r~uty Clerk
Attest 1$ to ChllM1&ft's
S tgAltwrt 0.1,.
BOARD OF COMMISSIONERS,
COLLIER COUNTY, FLORIDA
By: 7uLw.~
F"e& lV, Qo:\\e) airman
and Legal Sufficiency
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ary, Assist. County Attorney
3
EXHIBIT "A"
FIRE DEPARTMENT RESPONSES
TYPE OF SITUATION
.,
FIRST DUE
PRIMARY
SE~OND DUE
SHARED
UNKNOWN SUBSTANCE
EMERGENCY
1 PUMPER
1 RESCUE
1 COMMANDER
1 PUMPER
1 COMMANDER
HIGH HAZARD
BRUSH FIRE SEASON
DIVlsrON OF FORESTRY
2 BRUSH UNITS OR
1 PUMPER AND 1
BRUSH UNIT
1 COMMANDER
1 COMMANDER
OUT OF SEASON
DIVISION OF FORESTRY
1 BRUSH UNIT OR 1 PUMPER
AND 1 TANKER
1 COMMANDER
NO RESPONSE
VEHICLE ACCIDENT
1 RESCUE UNIT
WITH WATER
NO RESPONSE
RESCUE CALL
1 RESCUE UNIT
NO RESPONSE
SMALL VEHICLE FIRE
(CARt PICK-UP)
1 PUMPER
NO RESPONSE
LARGE VEHICLE FIRE
(TRUCK, RV, SEMI OR
UNKNOWN TYPE)
2 PUMPERS 1 PUMPER
1 COMMANDER 1 COMMANDER
2 PUMPERS 1 TANKER
1 COMMANDER 1 COMMANDER
1 BRUSH 1 TANKER
1 PUMPER 1 COMMANDER
1 COMMANDER
2 PUMPERS 2 TANKERS
1 COMMANDER 1 COMMANDER
REGULAR HOUSE OR
TRAILER FIRE
(SO. OF SR 84)
AS ABOVE, BUT
NO. OF SR 84
COMMERCIAL OR
LARGE RESIDENTIAL
UNITS MAY BE SUBSTITUTED DUE TO TIME, DISTANCE AND RESOURCE LIMITATIONS OF THE
PARTICIPATING AGENCY. COMMANDER: ANY OFFICER THAT HAS AUTHORITY FOR COMMAND.
J0J-
BOARD OF COUNTY COMMISSIONERS
MISCELLANEOUS CORRESPONDENCE
. March 8, 2005
FOR BOARD ACTION:
1. MISCELLANEOUS ITEMS TO FILE FOR RECORD WITH ACTION AS DIRECTED:
A. Minutes:
1. Historical & Archaeological Preservation Board - Notice that the
February 16, 2005 meeting has been canceled.
2. Collier County Tourist Development Council - November 22, 2004.
3. Development Services Advisory Committee - Agenda for February 2,
2005; Minutes of February 2, 2005
4. The Ochopee Fire Control District - Minutes for January II, 2005.
5. Collier County Contractor's Licensing Board - Agenda for February 16,
2005.
6. Forest Lakes Roadway and Drainage M.S.T.U. - Agenda and Minutes for
January 27,2005.
7. Collier County Planning Commission - Agenda for February 17, 2005,
Minutes of January 6, 2005.
8. Productivity Committee Meeting - Minutes of January 19,2005.
9. Collier County Environmental Advisory Committee - Minutes of January
5, 2005.
10. Golden Gate Beautification Advisory Committee - Agenda for February
8,2005; Minutes of January 11,2005.
11. Conservation Collier Land Acquisition Advisory Committee - Agenda for
February 14, 2005; Minutes of January 10,2005.
12. Immokalee Beautification M.S.T.U. - Agenda for February 16,2005;
Minutes of January 19,2005.
13. Community Character Smart Growth Advisory Committee - Agenda and
Minutes for October 6,2004; October 25,2005; and Informal Minutes for
November 10, 2004.
H:Data/Format
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B. Other:
1) Caribbean Gardens Blue Ribbon Committee - Minutes of December 9, 2004.
2) Special District Services. Inc - Ave Maria Stewardship Community District
Activity Update.
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COLLIER COUNTY
February 7,2005
Ms. Susan M. Harp
Certified Local Government (CLG) Coordinator
Bureau of Historic Preservation
R. A. Gray Building
SOO South Bronaugh Street
Tallahassee, Florida 32399-0250
RE: Collier County Preservation Board Meeting
Dear Ms. Harp:
Please be advised that the public meeting for the Collier County I Iistoric and Archaeological
Preservation Board, which was tentatively scheduled for \'Vednesday, February 16,2005, has been
rescheduled to March~2.00~ This meeting will begin at 8:-+5 a.m. in Conference Room 609,
located at 2800 North Horseshoe Drive.
I have attached the minutes from the January 19, 20()5 meeting for your review and records.
If you have any questions concerning this meeting, please do not hesitate to call me. My phone
number is 239--+03-2-+63 or you can e-mail meat: Raybellowsrd:coIliergov.net.
Sinwe\y, ~
~ V. BellnM, Zoning M,mg"
Department of Zoning & Land Development Review
(Historic Preselyation Coordinator)
cc: Preservation Board Members (7)
Sue Filson
Joe Schmitt
Ron J amra
Susan Murray
Patrick White
Linda Bedtelyon
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November 22, 2004
TRANSCRIPT OF THE MEETING OF THE COLLIER
COUNTY TOURIST DEVELOPMENT COUNCIL
Naples, Florida, November 22, 2004
LET IT BE REMEMBERED, that the Collier County Tourist
Development Council in and for the County of Collier, having
conducted business herein, met on this date at 9:00 AM in
REGULAR SESSION in Building "F" of the Government
Complex, East Naples, Florida, with the following members
present:
CHAIRMAN: Commissioner Donna Fiala
Susan Becker
Robert Dictor
Kevin Durkin
Murray Hendel
Douglas House (Absent)
David Loving (Excused)
John Sorey III
Glenn Tucker (Excused)
ALSO PRESENT:
Jack Wert, Director of Tourism
Maria Bernal, Tourist Tax Coordinator/Tourism
Gail Hambright, Administrative Assistant
Heidi Ashton, Assistant County Attorney
Ron Hovell, Project Manager/Tourism Cones:
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November 22, 2004
I. Meeting was called to order by Commissioner Donna Fiala at 9:02 AM.
II. Roll Call: Mr. House, Mr. Loving and Mr. Tucker were not present. Mr.
Loving and Mr. Tucker were excused. A quorum was established.
III. Changes & Approval of Agenda:
Add: Report on Golf Holidays handout
Add: Hideaway Beach Update & Construction Phase Contract (Old
Business)
Ms. Becker moved to approve the Agenda as amended. Second by Mr.
Sorey. Carried unanimously 6-0.
IV. Approval of Minutes-regular meeting September 27, 2004
Mr. Sorey moved to approve the minutes of September 27,2004. Second
Mr. Durkin. Carried unanimously 6-0,
V. Staff Reports:
1. Directors Report - Jack Wert (Attached)
. Attended W orId Travel Market/London
. Appointed to 2-year term to FL Commission on Tourism
. Attended focus groups/Chicago & New York (Research)
. Tax collections-record year - $9.5M for calendar year
. Meeting Planner concerns for summer booking due to
Hurricane season
Research ReDort was eiven on the visualizer - questions asked were:
What do they look for in a vacation, what incentives are of interest,
how important is weather, print ads looked at compared to
competition, ads for our particular area looked at, Website & Toll
free numbers, TV Commercials, Visitor Guides, and finally if they
visited Naples & Marco Island-what motivated their choice in
choosing that destination - conclusion & results are as follows:
. Brand promise of"Florida's Last Paradise" is supported by
their advertising.
. Area has great reputation.
. Offer everything they were looking for in a vacation
destination.
. V alue-added offers will help to choose this area over other
destinations.
. Hurricanes non-issue for the leisure traveler.
. TV spots deliver the entire message and do bring a positive
response.
. The print ads deliver the correct message.
. Word of mouth important
. Visitor Guide delivers the information needed
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November 22, 2004
. Many had not seen the advertising for our area as not
advertising in those markets. (Chicago & New York)
Additional funds would be helpful in those areas. Are
missing opportunities as they only advertise in the State of
Florida.
Focus groups were spring and fall guests - not seasonal.
No comment on Red Tide.
Mr. Sorey asked how many dollars it would take to run an effective
campaign in those markets. Mr. Wert will bring that information to
the next meeting.
Will prioritize markets, look at numbers and try for a more effective
800#.
2. Sales Manager Report - Debi (Attached)
. Busy traveling
. Meeting with Travel Agents & Meeting Planners
. Given Speeches
. Working with booking online (Guest Click)
. Trade Shows
. Fam Trips
3. P.R. Manager Report - JoNeU Modys (Attached)
. New Visitors Guide
. E-Newsletter
. E-mail - Coast is Clear
. Media Publicity
. Finding Hurricanes not a primary issue but still confusion
and misrepresentation in media.
. Different stories written - Vanderbilt Inn & Marco Island
. Travel advisory sent out - media looking for positive stories
. Delta Airlines in Naples generating good publicity
. Destination Package Give-Away Promo (giveaways included
Destination Tote Bags, Golf Balls with CVB Logo and
Visitors Guide)
. Magazines
4. Film Coordinator Report - Maggie McCarty (Attached)
. Meetings - SW FL Film Society Board Meeting
. Attended American Film Market in Los Angeles
. Film Schools
. Shooting commercials locally
. Attended Board Meetings
. Covered Production Notes, Working Leads and Operations
5. Inquiry Report - Jack Wert (Attached)
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November 22,2004
a. Phase V - FulfIllment & Call Summary
. Decrease in total number of calls but live calls
increased
. Accommodations update - Hotels calling in on
availability
. More activity on Websites
. Visit Florida - Newsletter by e-mail- excellent
mqumes.
b. Search Engine Report
. Paper clicks - paying for leads - Google is the leading
site.
c. Golf Pac Report
. Shows $130,000 in leads
. Continue to instill that golf is important part of area
. Will see bookings again for the season
6. Paradise Advertising & Marketing - Carrie Durand
. No ads running at this time
. Tweaking for spring ad campaign
. Doing meeting planner E-blast
. Partners Pac - e-mail
. Showed CD going out to partners - photos/destination
marketslbanners on website/logoslslogans
. Note cards printed
. Golf Ad
VI. Old Business
1. County/City of Naples Beach Renourishment Update - Ron
Hovell
State has accepted permit application as complete and working
through details. At last CAC meeting - recommended approval of
engineering services work order for $153,160 related to design and
permitting. One caveat - the portion related to the artificial reef
design be held off pending further discussions with FDEP.
Mr. Pennington is authorized to confirm conclusion of discussions.
Mr. Sorey reiterated CAC's position of involving Representative
Goodlette in letting the State know they are serious about not being
pushed in an area they think is not scientifically justified.
Mr. Sorey moved to approve the $153,160 artificial reef design
and permitting work order with CP& E with the caveat that
they are going to disagree with the requirement of the artificial
reef. Second by Mr. Hendel. Carried unanimously 6-0.
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November 22, 2004
2. South Marco Beach RenourishmentlCaxambas Pass
Dredging Update - ROD Hovell
Mr. Hovell gave an update and reported Taylor Engineering
requests additional funding of seIV1ces as required to continue
pursuing the project for $36,610.
Commissioner Fiala moved to approve the $36,610 for
services. Second by Ms. Becker. Carried unanimously 6-0.
3. Hideaway Beach Update and Construction Phase Contracts-
Ron Hovell
Permit application was accepted complete end of August. Hoped
to start work end of turtle season. Doesn't look like all permits
will be in hand until January. Need approval on Humiston &
Moore Engineers for $180,000 work order and approval for
awarding construction contract with Marine Contracting Group
for $2,140,880.
Mr. Sorey moved approval of Humiston & Moore Engineers
request for $180,000 Work Order and construction contract
with Marine Contracting Group for $2,140,880. Second by
Commissioner Fiala. Carried unanimously 6-0.
4. Wiggins Pass Dredging Update - Ron Hovell
County Board Commissioners approved a $750,000 grant
application to dredge Wiggins Pass limiting depth to 8.5' for the
fIrst 300 feet and then transitioning to 13 feet. Need approval of
work order with Humiston & Moore for engineering services of
$44,149.00 for construction observations and monitoring.
Mr. Hendel moved to approve the work order for Humiston
& Moore in the amount of $44,149.00. Second by Mr. Sorey.
Carried unanimously 6-0.
Mr. Hovell reported the original construction portion of the
$750,000 was $650,000 based on past prices and estimates.
Since the depth was limited, the engineer recalculated and may
be looking at 45-50,000 cubic yards with construction cost
estimates being less. The Budget is approved for the whole
amount. In getting bids CAC will review at their December
meeting. TDC will not be able to review and approve and asked
ifthey wished to review and approve at their Workshop on December 17th.
5
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November 22, 2004
Mr. Sorey moved they approve a Construction Contract not
to exceed the 5650,000 already in the Budget. Second by Mr,
Durkin. Carried unanimously 6-0.
5, Marco Island Laser Grading Update - Ron Hovell
. Infonnation only - no action needed.
. BeC approved grant application in amount of $30,000 for
grading
. City of Marco Island has submitted paper work to DEP
field office.
. Begin laser grading possibly week of December 6th &
complete December 23rd.
6. Lake Trafford Restoration Project - Extension of 2001
Tourism Agreement - Verbal- Jack Wert
. Information only - no action needed.
. SFLWM District requested extension of the contract for
one year to November 30th 2005 and was approved by the
BeC on the November 16th.
Mr. Durkin moved to ratify the Board of County
Commissioners action on extending the Contract for one
year. Second by Commissioner Fiala, Carried unanimously
6-0.
VII. New Business - None
VIII. Announcements - None
IX. Council Discussion - None
x. Next Meeting Date/Location - December 17, 2004 BCCrrDC Workshop;
in BCC Chambers
************
There being no further business for the good of the County, the meeting was
adjourned by order of the Chair at 10:42 AM.
COLLIER COUNTY TOURIST DEVELOPMENT COUNCIL
Chairman Commissioner Donna Fiala
6
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.;TIY~~~B ~/DEVELOPMENT SERVICES ADVISORY COMMITTEE
AGENDA
February 2, 2005
3:30 p.m.
Conference Room 610
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I. Approval of Agenda
II. Approval of Minutes - January 5,2005
III. Staff Announcements
A. Community Development & Environmental Services Update - Joe
Schmitt
B. Transportation Division Update - Don Scott
C. Public Utilities Division Update - Roy Anderson
D. Fire Review Update - Ed Riley
IV. New Business
A. Review of Proposed Sidewalk Amendment - Special Cycle 1 A 2005
V. Old Business
A. Sub-Committee Membership
B. Update re BCC Discussion
VI. Subcommittee Reports
A. Land Development Regulation - Tom Masters
. Sidewalk Regulation Workshop Update
B. Budget & Operations - Peter Van Arsdale
C. Utility Code
VII. Committee Member Comments
VIII. Next Meeting Date - March 2, 2005 (Room 610) - 3:30 p.m.
IX. Adjournment
Cones:
Date: :;J8/0 ~.._.
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February 2, 2005
TRANSCRIPT OF THE MEETING OF THE COLLIER COUNTY
DEVELOPMENT SERVICES ADVISORY COMMITTEE
Naples, Florida, February 2,2005
LET IT BE REMEMBERED that the Collier County Development Services Advisory
Committee, in and for the County of Collier, having conducted business herein, met on
this date at 3:30 PM in REGULAR SESSION in Conference Room "610" in the Collier
County Development Services Center, Naples, Florida, with the following members
present:
CHAIRMAN:
Robert Mulhere
Charles M. Abbott
Clay Brooker
Dalas Disney
David Dunnavant
Marco Espinar
Blair Foley
George Hermanson
Brian Jones
Justin Martin
Jason Mikes
Herbert Savage
Peter VanArsdale
William Varian
MEMBERS EXCUSED: Thomas Masters
STAFF PRESENT: Nick Casalanguida, Project Manager, Transportation Division
Stan Chrzanowski, Sf. Engineer, Engineering Services
Mindy Collier, Pathways Project Manager, Transportation Division
Karen Guliani, Senior Project Manager, Public Utilities
William Hammond, Director, Building Review & Permitting
Paul Kwa, Project Manager, PUED
Tom Kuck, Director of Engineering Services
Sandra Lea, Executive Secretary, CDES Administration
Russ Muller, Engineer, Engineering Services
Edward Riley, Fire Code Official
Joseph Schmitt, Administrator, Community Development &
Environmental Services
1
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February 2,2005
Donald Scott, Director, Transportation/Planning
Patrick White, Assistant County Attorney
ALSO PRESENT:
Len Berringer
David Ellis
Fred Reischl
Chairman Robert Mulhere called the meeting to order at 3:35 PM.
I. APPROVAL OF AGENDA:
On motion duly made by Peter VanArsdale and seconded by William Varian, the
meeting agenda was unanimously approved 14-0.
II. APPROVAL OF MINUTES - DECEMBER 1. 2004 MEETING
On motion duly made by Peter Van Arsdale and seconded by William Varian, the
minutes of the January 5, 2005 Development Services and Advisory Committee
(DSAC) meeting were approved 14-0.
III. STAFF ANNOUNCEMENTS
C. Public Utilities Division Update - P. Kwa
Mr. Paul Kwa, Project Manager, PUED, provided the following update regarding
activities of the Public Utilities Division:
. Utilities Standards Manual -reviewed by the Utilities Subcommittee. Greeley &
Hansen was retained to perform Autocad changes to the Detail Drawings and to
assist in resolving potential issues.
. 2004 Reclaimed Water master Plan - Ayres Associates was retained to develop a
Reclaimed Water Master Plan.
A, Community Development & Environmental Services Division Update - J.
Schmitt
Joseph K. Schmitt, Administrator, Community Development and Environmental
Services Division, announced that in an effort to reduce environmental review times,
overtime pay for the staff of Environmental Services has been approved.
With respect to site clearing, Stan Chrzanowski submitted notification regarding a
proposed LDC amendment that would allow early work permits for site clearing
provided certain conditions are met. The specific information will be forwarded to
the DSAC members by Sandra Lea via email. Committee member comments should
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February 2,2005
be forwarded to Mr. Mulhere prior to the DSAC Land Regulation Subcommittee
meeting on February 17, 2005.
B. Transportation Division Update - D. Scott
Mr. Donald Scott, Director, Transportation/Planning, reported that the Transportation
Division is working closely with the Florida Department of Transportation to
construct an 1-75 loop ramp near 1mmokalee Road at the end of 2005. He added that
an 1-75 interchange at Everglades Boulevard will be included in the Long Range Plan.
Mr. Schmitt commented that the Board of County Commissioners has scheduled a
Strategic Planning Meeting on Friday, February 4, 2005. One area of significant
concern is whether the current concurrency plan is consistent with the comprehensive
plan or zoning, specifically dealing with the level of density and high traffic volumes.
D. Fire Review Update - E. Riley
The monthly updates regarding fire code review were previously distributed to the
DSAC members. No additional report was necessary.
NEW BUSINESS
A. Review of Proposed Sidewalk Amendment - special Cycle lA 2005
A proposed sidewalk amendment was presented for discussion by Nick Casalanguida,
Project Manager, Transportation Division. Mr. Casalanguida explained that the
amendment was developed to address interconnectivity issues, authorizing payments-
in-lieu of construction for sidewalks, bike lanes and greenways and to eliminate the
requirement to construct sidewalks where they are unnecessary.
Various concerns/questions were raised and discussed regarding the proposed
amendment, specifically with respect to the potential for development of greenways
through private properties. Mr. Casalanguida advised that it is the preference of the
County to develop the greenways without encroaching on private property. At Mr.
Scott's offering, Mr. Mulhere suggested that a draft ofthe Comprehensive Pathway
Plan be presented to the DSAC for review and discussion. Mr. Muller provided a
proposed plan, which reflected that proposed greenways will extend along a canal (on
Route 951 South). For purposes of clarity, Mr. Mulhere suggested that more specific
language be developed within the amendment to address the development of
greenways within existing or proposed developments.
At the suggestion of Dalas Disney, a timeframe of6 years should be incorporated in
Section 6.06.02, Item D. in terms of used for construction of required sidewalks, bike
lanes and greenways by the County.
At 4:30 p.m., Messrs. VanArsdale, Foley, Martin and Abbott departed the meeting.
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February 2, 2005
It was further suggested that Section 6.06.02, Item 3-b, be amended as follows:
"Alternative sidewalk designs that are determined by the County Manager, or
designee, to be at least equivalent in function to that which would otherwise be
required and would serve each dwelling unit or where compliance with the sidewalk
regulation is practicable, may be approved... .."
Following a lengthy discussion, the DSAC recommended approval of the 2005
Special Sidewalk Cycle Amendment subject to the conditions outlined within the
following motions:
1. On motion duly made by Robert Mulhere, seconded by Herbert Savage
and unanimously carried by a vote of 10-0, it was recommended that the
establishment of green ways should be eliminated from the Land
Development Code and instead approached as a separate capital
improvement item with individual analysis for funding and acquisition, in
a manner similar to that used for other public uses such as roads and
parks.
2. On motion duly made by Clay Brooker, seconded by George Hermanson
and unanimously carried by a vote of 10-0, it was recommended that
Section 6.06.02, Item 1, be amended to reflect the following: "Unless
otherwise exempted by the regulations of this LDC, all developments
must construct sidewalks and bike lanes, where applicable, and
greenways, as identified in the Collier County Comprehensive Pathway
Plan, prior to completion of construction authorized by a final
subdivision plat, site improvement or site development plan, or any
substantial amendment thereto, and as described below....."
3. Motion made by George Hermanson, seconded by Herbert Savage and
unanimously carried by a vote of 10-0, it was recommended that
residential subdivisions with 25 or less residential lots on a cul-de-sac
should be exempt from the requirement to construct sidewalks on both
sides of the street, requiring a sidewalk on only one side of the street, up
to the cul-de-sac wrap around area.
4. Motion made by Robert Mulhere, seconded by Dalas Disney and
unanimously carried by a vote of 10-0, it was recommended that
alternatively, in the event that Motion #3 is not supportable, it is
recommended that upon approval of the Sidewalk Amendment by the
Board of county Commissioners, residential subdivisions and residential
components of PUDs, within which 75% of the residential property has
received final plat approval, and wherein sidewalks have only been
required on one side of the street for certain streets within said
subdivision and/or residential component of a PUD should be permitted
to complete construction of the project in a manner consistent with the
sidewalk design throughout the already approved portion of the
subdivision and/or residential component of a PUD.
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February 2,2005
5. Motion made by George Hermanson, seconded by Dalas Disney and
unanimously carried by a vote of 10-0 to amend Section 6.06.02, Item E-1
of the Land Development Code to eliminate the provision for the use of a
Iimerock sub-base in the construction of 4" concrete sidewalks and
impose a requirement for final inspection by the Transportation Division.
NEXT MEETING DATE
The next meeting ofDSAC will be Wednesday, March 2,2005 at 3:30 p.m. in
Conference Room 610. Mr. Mulhere encouraged members of the DSAC to attend the
DSAC Land Regulation Subcommittee meeting on February 17, 2005.
In view of time constraints for several members, the meeting was adjourned at
5:15 p.m.
COLLIER COUNTY DEVELOPMENT SERVICES ADVISORY COMMITTEE
Chairman Robert Mulhere
5
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Halas
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Coyle
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J T OCHOPEE FIRE CONfROL DISTRICT
1/"': - ADVISORY BOARD MEETING
HELD JANUARY 11, 2005
..~-'-'N THE EVERGLADES FIRE STATION
In attendance were the following:
Paul Wilson, Fire Chief
David Loving, Chairman, Everglades City Advisory board Member
Kent Orner, Chokoloskee Island, Advisory board Member
John Pennell, Plantation Island, Advisory Board Member
Chairman David Loving called the meeting to order at 7 :05PM.
Chief Wilson started passing out all the reports that had accumulated due to the board not
meeting, so at 7:06PM the meeting was called back to order.
APPROVE MAY AND JUNE MINUTES:
David Loving called for a motion to approve the May and June minutes, Kent Orner
made the motion, it was seconded by John Pennell and passed.
A LETTER OF RECOMMENDATION BY THE ADVISORY BOARD FOR THE
APPOINTMENT OF A NEW BOARD MEMBER EITHER JOSEPH DILLON OR
ROGER DUCOFFRE:
Kent Orner said he saw one item here on Roger Ducoffre; he is not a registered voter in
Collier County.
John Pennell said is that a requirement?
Kent Orner said no, it is not a requirement but I feel if he is going to be on the Advisory
Board he ought to have some in put too on the votes.
Chief Wilson said he would have to pull the ordinance to see if he had to be a registered
voter.
('Grres:
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David Loving said he kind of likes the idea of Copland having a representative
on the board as well I don't know if we solicited any body out there in Copeland or
Ochopee. We've got a representative out there in Port of the Islands already. I would
personally like to table this one for a month and talk to the mayor see if we might get
some more applicants in the area that kind of balances things out instead of it getting a
little bit lopsided.
Chief Wilson said that's fine but we still have to ... We have 41 days to apply and the
cover letter is 12-10-04, she got it to me 12-13-04 so we have 41 days from that date.
David Loving said we can reply that we decided to table the idea or that we can vote on it
now.
Chief Wilson said I don't know if you can table it all I know it is a required yes or no
basically that's what I have been told.
John Pennell we do already have some one in Port of the Islands.
Chief Wilson said what you can do is do a motion to either deny or table and we'll talk to
Sue Filson tomorrow and if she says it has to be a nay or yea.
David Loving said we could get together. ..
Chief Wilson said you can have the no on the table or table if she says its ok.
David Loving said I hate to say no, personally I hate to say no right now with out looking
at it. We haven't been in a meeting in a real long time. This is just kind of sudden for me
and it is a concern of mine is to balance the representation here and I hate to see it get
lopsided. We get three people and two people show up and it's an issue of Port of the
Islands.
John Pennell he said the way they are so active out there I would think some body out
there would want to serve.
Kent Orner said we still have a representative from Port of the Islands?
Chief Wilson said yes Ms. Ballard is still the representative from Port ofthe Islands.
David Loving said if you guys want to vote on it I can vote on it. If we vote no does that
mean their applications...
Page 2
11,2 A if
Chief Wilson said you are voting a recommendation the board will still do what they
want.
Kent Orner asked are we getting two more?
Chief Wilson said no one more.
David Loving said so there would be two from Port of the Islands.
Kent Orner said this Joseph Dillon has been in Florida since 1997, is a home owner, this
other individual has lived here for one to two years and is not a registered voter in Collier
County. If it comes down to a vote I would make a motion to vote for Joseph Dillon.
David Loving said if we pass Joseph Dillon then we have no openings for Copeland or
Ochopee. They don't have any representation.
Kent Orner said their application was supposed to be in, it has been advertised, their
application was supposed to be in before December 1,2004.
Chief Wilson said they just gave December 10 and December 7. The only thing I can tell
you, because what I have here is just let me know in writing your recommendation for the
appointment to the advisory committee with in a 41day time frame Ms. Filson will
prepare the executive summary for the board and categorize the applicants in areas of
expertise. You could make a recommendation requesting Sue to re-open it to see if you
could get a Copeland person to apply as per the ordinance.
David Loving said as you said the board is just an Advisory Board if the Board of
Commissioners wants to vote either one of these guys on they can do it. Considering the
fact that we had hurricanes and we haven't really had a chance to meet I don't think I
have been informed that Jane Bee is stepping down I don't think we've had a meeting
since that announcement. My feeling is that put the feelers out to get some body in
Copeland or at least let them know that they don't have representation and every body
else does some body needs to step up to the plate. I don't know if that words gotten out
there. I recommend that we ask the commissioners to re-open it to give us a chance to
inform the people of Copeland and Ochopee that they don't have any body on the board.
Kent Orner asked what would be the time frame involved on that?
Chief Wilson said well she'll reposts they'll be a posting date then it comes back here for
a recommendation for approval.
Page 3
/62 4'-1
David Loving said they could go ahead and put one of these guys on if they want to.
Kent Orner said you could talk to Sue Filson tomorrow to see if they can re-open it?
Chief Wilson said what we would do is give her a heads up phone call but you guys
would need to make a motion to ask Sue to re-open the application process to obtain
some one from the Copeland area as per the ordinance. You have to make the motion I
can't do it for you.
David Loving just made the motion to ask Sue Filson to re-open the application process
to obtain some one from the Copeland area as per the ordinance. This motion was
seconded by John Pennell and passed.
COMMISSIONER FIALA LETTER TO ISLES OF CAPRI FIRE DISTRICT:
David Loving asked if everyone had seen the Commissioner Fiala letter to Isles of Capri
Fire District it was next on the agenda.
Kent Orner asked who Commissioner Fiala was?
David Loving said she represents Isles of Capri in East Naples in that area. She
responded to a letter that Isles of Capri's Fire Board. He asked who did they send it to?
Chief Wilson said they sent it to the Board of County Commissioners, you and East
Naples.
David Loving said calling it a hostile take over, they didn't want any part of this merger.
There was a response by Donna Fiala, did every body see that. He wanted to know why
it was on the agenda?
Chief Wilson said I have no discussion with it.
David Loving said I was going to wait till new business but he heard that East Naples
was kind of directed to finish this study that they started and wanted some indication
from us whether we wanted them too since Isles of Capri pretty much gave them their
input.
Chief Wilson said East Naples has asked you guys your input on that but myself,
Dan Summers and Chief Rodriguez were directed by the County Manager to actively try
to pursue the close of the feasibility study no matter how it ended up.
Page 4
/6 7 A 'f
David Loving said he didn't see anything wrong with that we have a lot oftime involved
with it. It is just a completion ofthe study. I think where they are now we know it is
fmancially feasible what's left if its mechanically feasible if you will and if we want to do
it.
Chief Wilson said in a note of discussion there we had a merger meeting last Thursday or
Friday and where that's going theoretically we are supposed to get together again in the
next couple of weeks and see if we can crank out some mutually agreed upon facts for
Mr. Summers to gather a final report which he'll be presenting to the Board in May.
David Loving said whose final report?
Chief Wilson said the committee that was appointed to do the feasibility study, which
again is myself, Chief Rodriguez, Dan Summers, Chief Dwyer and Chief Davis from East
Naples.
Kent Orner we are still set at the current millage we are being assessed at?
Chief Wilson said that came up in discussion in the merger meeting of the 7th and East
Naples stance now is that the millage would remained at 4 for an undetermined time until
they felt they had built an infrastructure.
Kent Orner said why should we be paying more for the service that other people are
getting.
Chief Wilson said what they are hoping to do is that the County will take the MSTU put
it at 2.5 put their millage at 1.5 it's still going to equal 4 and it will remain that way
undetermined until they feel they have built the infrastructure that is the exact quote from
Chief Dwyer.
David Loving said we can always work that out and make them give us a time when they
will go down as well.
Chief Wilson said which is what I proposed in the merge meeting.
David Loving said in five years they bring it down to 1.5 no matter what.
Kent Orner said an undetermined time could be forever.
David Loving said no.
Page 5
/6 J- A L(
Chief Wilson said why can't we set a date like five years and then you guys bring the
millage down bottom line.
David Loving said a lot of things were discussed that doesn't have to happen. A lot of
issues this Department had that the other Departments didn't have in their making
concessions. They just need to complete the study I think they have a good feel for what
we want. It kind of got tabled when Isles of Capri shot it town and then Donna Fiala
reacted to it. Then the commissioners directed Dan Summers if I'm not wrong to get
back together again and fmish the study.
Chief Wilson said the County Manger Mr. Mudd asked us to step up to finish the study to
present it to the Commissioners.
David Loving said he'd make a motion to indicate to East Naples that we are in favor of
them completing the study.
Chief Wilson said he would be glad to carry forth with.
So a motion was made by David Loving to indicate to East Naples that we are in favor of
them completing the study. The motion was seconded by Kent Orner and passed.
Kent Orner said then after the study is completed it would be up to the Advisory Board to
either accept the recommendation or deny.
David Loving said I supposed there will be more powwows or get together with us to lay
it all out there idea and then. By the way that passed unanimously with discussion on it.
They will probably bring their idea back to us again if they had a rough draft, if we say
they had an indefinite time on the millage rate we could pin that down a little bit more
and any other issues. I don't think a feasibility study means they are going to take any
action on it they are just going to complete what they have started.
Chief Wilson said right.
David Loving said fmish what the set out to do period and that's it. That's all we're
talking about now and we'll go from there.
Chief Wilson said yes that's correct. There are other committees getting ready to fire up
County wide about the feasibility of co-venture, co-purchasing, administrations all kinds
of stuff going on right now.
David Loving asked ifthere were any comments in reference to Donna Fiala's letter to
Isles of Capri.
Page 6
/6 1- 14 '-I
David Loving said I don't know if you read the Isles of Capri letter to Donna Fiala to
really get the full understanding? In the letter you can kind of get the idea.
Chief Wilson said I thought we brought those with us the last time to the board but we
didn't have a quorum.
David Loving said the only comment I have on it is I attended a meeting with the Isles of
Capri Board a month before and the ftrst thing that they indicated was they were not
going to take any action on this until their seasonal residents got back in town. They
didn't want to do anything that would surprise anybody or anything. Then the next
meeting they flat out with out inviting us or anything. They didn't invite us, they didn't
invite East Naples they just flat out rejected it and sent a letter to their commissioner and
that is her response to that letter.
Kent Orner made reference to the following lines ofthe Donna Fiala letter "East Naples
cannot take over the Capri Fire District, because you are part of the County, and they are
a separate District all together." He asked the County can stop that too can't they? They
can say either yea or nay and that would be the ftnal word the big meeting between the
East Naples staff and the County Commissioners.
Chief Wilson said it would be the whole committee that was put together to put the report
together. The if his understanding is correct they may even try to get a workshop
together with the commissioners before it's presented so they can view and get their
questions answered before they go in open chambers to decide what to do.
Kent Orner asked if Chief Wilson has been in discussion with County as far as the Pilt
Funds go are they going to reinstate them?
Chief Wilson said we pulled $260,000 of the $350,000 this year and I just got the budget
spread sheet yesterday to start working on the new budget and until we move forward on
that in the next couple of weeks we won't know what Pilt Funds we will be asking for
this year.
Kent Orner asked did you have for $300,000 and sum last year and they only gave you
$200,000 and sum?
Chief Wilson said no $350,000 is where it was at for the years before. What they did
instead of giving us a straight $350,000 now they back ftll the budget where ever we are
short and we were short $260,000 last year so that is what we got to fmalize the budget
but then our carry forward was $100,000 sum back so we didn't need all ofthe $260,000
so that's how it works.
Page 7
/10 2 A- Lj
David Loving said it would be kind of nice if that money is allocated for us that we use it
and bring our rates down a little bit.
Chief Wilson said I produced a five year plan that ifthey would give it to us were the
millage rate would be down to 2 mils at the end of five years.
UPDATE ON FEMA GRANT:
Chief Wilson said the air packs were awarded to Porche for the Survive Air Packs we are
supposed to take delivery on those the first or second week of February. I talked with the
FEMA Grants person Friday because I had to ask for an extension since all the hurricane
stuff came down on us we lost three or four months of our paper work time there so they
said no problem. So any way what I got to do is just basically apply for the money again
two weeks out of the delivery date then the money will arrive here at the same time the
packs are we can cut the check and it's done. Marco Island Fire did the first extrication
tools under bid we should be able to attach to their bid and buy our extrication tools and
that'll be good. The tach tron boards and the AEDs EMS has purchase both in the last
year so we can attach to their purchase prices and buy that stuff with out any bid process
with that. That left us with haz mat clean up goods and there are not any real kits out
there we'll just purchase that stuff as we go and submit the bills for payment that is a
$5000 venture we can put that up front and collect from FEMA.
OLD BUSINESS:
Chief Wilson said the boat has been bottom painted the striping and lettering should
occur next week the radios should be going in next week and it will be fully functional.
Kent Orner asked it is actually in service right now?
Chief Wilson said yes it has been in service, it's already ran a few calls.
Kent Orner asked are there any new buildings going up across the canal?
Chief Wilson said he hasn't seen any permits come through.
David Loving said they got a c/o over there right?
Chief Wilson said I heard they did.
David Loving asked as far as docking goes are you going to leave it there at the City
Dock? Not really a bad spot for it?
Page 8
110 1- A L{
Chief Wilson said we've had a commitment from the City to leave it there. I know that
the union is working a deal with the City about davits and so forth and a space back up
this was that we could move it to.
David Loving said are you talking about the Smallwood dock?
Chief Wilson said yes. My understanding is they were developing a ten-year lease for
us, which I haven't seen yet. I have to run it through the legal services process to make
sure that the County legal staff will sign off on it first and then we can executive
summary it and move it to the Board of County Commissioners for acceptance.
David Loving asked there could be some second thought on that?
Chief Wilson said no second thoughts on our part I heard that the City was going to push
to get it done. I was there several times asking for the contract to take forward and was
told that it was being worked on.
Kent Orner asked what are your contingency plans say a hurricane or tropical storm
brings in excessively high water? Do you have a trailer to put that on?
Chief Wilson said we have tied it up out of the water across the river here this last time
but this next time we'll trailer it out of here.
David Loving said yeah they were talking it was 19 feet in the air. Did you have it 19
feet in the air?
Chief Wilson said no, we would have been good at eight feet.
David Loving said that is just what they said on the news, a little scary.
Chief Wilson said if it is any consolation I was on the exem satellite monitoring that
storm until it was time to come down here the first 50 miles off the eye the seas were
running 39 to 42 feet.
David Loving said yeah it wouldn't take much for it to come close like that there you go.
Chief Wilson said we just got lucky that it wobbled left at the time it was passing this
area.
Page 9
/bII4L(
NEW BUSINESS:
David Loving said for the last couple of months it's come up in the Council Meetings that
they want fIfe hydrants to be red like for nostalgic reasons. We have some bright yellow
ones, down here so they asked me to bring it up, from what I know they have to adopted
a hydrant thing all over Florida and they paint them all kinds of colors and poke-a-dots.
There is no real issue what color the hydrants need to be so I'd like to give them some
indication that it is ok if they would like to adopt a hydrant and paint it red.
Chief Wilson said as a City I believe they can have that function ifthey so desire as a
County Fire Department we operate under the NFP A standards which is three colors for
hydrants yellow, blue and white and it indicates whether it's potable water or non-potable
water and also indicates the gallon flow for the hydrant at that time. Red hydrants that's
fme with me.
David Loving said we're talking probably about three or four hydrants. Two down by the
dock and some along Storter Avenue to the north.
Chief Wilson said the only thing I would ask is you don't have an adopt a hydrant
program; they all should have one color on them.
David Loving said no, they'll be painted red.
Chief Wilson said if you are going to pain them red we also would ask when you have the
red pain done have them put the fluorescent flake in it.
David Loving asked there is such a thing?
Chief Wilson said yes.
David Loving said where do you get that?
Chief Wilson said any ofthe places you buy the paint, fluorescent flakes they just drop it
in the paint.
David Loving said and the ones we have in town have the fluorescent flakes in it?
Chief Wilson said no they painted those long before.
David Loving made a motion to tell the City Council that it's ok to paint all the fIfe
hydrants red if they so please and want to organize it providing they use fluorescent
flakes in the paint it was seconded by John Pennell.
Page 10
/6 Z 4 if
Chief Wilson said we use a blue marker in the center of the road. Those markers get
knocked out, displaced, lost.
David Loving asked whose job is that to keep them up.
Chief Wilson said we replace them when we fmd they are missing. We went out and put
two boxes out two years ago. We did that area.
Kent Orner said they paved Chokoloskee Drive and Mamie Street all those places.
Chief Wilson said when they pave they take them up but the paving company is supposed
to put them back.
Kent Orner said they didn't do it.
David Loving said why don't we take that on in a second but we have a motion all in
favor say aye. The motion was passed. He said maybe you could send some guys down
there to check them all to see what we need to you.
Chief Wilson said we are actually getting ready to flow test all the hydrants so we check
for the blue marker see how many we got to order then order. Because that is something
that you do not want to buy and just have sit around.
David Loving said see if we were all from Port of the Islands we would never know that.
Chief Wilson said Port ofthe Islands hydrants we maintain the color of it we tell them
what they got to be they have a potable water and non-potable water system. The only
thing if it is a potable water system you can't change the color ofthe hydrant its white or
yellow.
David Loving said ours are all potable? It's all coming from the City. Where does that
water come from?
Chief Wilson said it's not potable water in our books.
John Pennell said what color does it have to be if it is not potable, yellow?
Chief Wilson said yes yellow. White just means potable water. Port ofthe Islands has
two separate water systems they have a white and a yellow. White feeds their houses the
yellow feeds their sprinklers and everything else.
David Loving said I guarantee the stuff coming through the hydrants are coming through
our sinks as well. Because I know when you flush those out we have a problem.
Page 11
/b2 ALl
Chief Wilson said you are not Port ofthe Islands, they have two water systems.
A motion to adjourn was made seconded and passed.
Page 12
AGENDA
.I IT' --. DATE: FEBRUARY 16, 2005
;,3 <:lS. -....- _ TIME: 9:00 A.M.
Henning - -.----'
Coyle --tl----
coletta ----.-
//b2 AS
W. HARMON TURNER BUILDING
(ADMINISTRATION BUILDING)
COURTHOUSE COMPLEX
ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THIS BOARD WILL NEED A RECORD OF THE
PROCEEDINGS PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM
RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THAT TESTIMONY AND
EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED.
I. ROLL CALL
II. ADDITIONS OR DELETIONS:
III. APPROVAL OF AGENDA:
IV. APPROVAL OF MINUTES:
DATE: January 19, 2004
V. DISCUSSION:
VI. NEW BUSINESS:
Richard M. Denhz - Request to qualify a 2nd entity.
Matthew J. Bruet - Request to qualify a 2nd entity.
VII. OLD BUSINESS:
David Markovich - Request for Board to reconsider the order to suspend his license.
VIII PUBLIC HEARINGS:
Case #2004-04 - Debora Kucko vs Charles C. Willey
D/B/A B & W Asphalt Paving & Sealcoat.
IX. REPORTS:
X. NEXT MEETING DATE:
Wednesday, March 16, 2005
r/'~r:c Cor 1 (.:.s:
Date~
Itc;r,fI6(;[j }As
To:
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F()REST
rAKES
ROAD\\A \ :\~D DRAI"\GE \1.S.T.{i.
Fia\a
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Henning ~
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ADVISORY COMMITTEE
2705 HORSESHOE DRIVE soum
NAPLES, FL 34104
F9~SLLAKE~
SPECIAL MEETING
MINlJTES
January 27, 2005
A special meeting was held to discuss a possible Bond Issue with Edward D. Jones
Underwriters for financing for future construction projects for the Forest Lakes MSTU
area.
Mike Smykowski and Jeff Klatzkow were in attendance.
Much discussion took place on raising the millage rate vs. a Bond Issue. A referendum
would be needed if the Committee decided on funding with a Bond.
Conclusion _ will work on assumption of not increasing the overall tax rate - based on a
straight assessment.
Wilson Miller will categorize and prioritize projects for a possible $4M Bond.
The County Financial Advisor will calculate and analyze the figures and look at using the
current millage rate for the debt service.
I'
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1
/b:t- A4
FOREST
Li\KES
ROAD\\\' AND DRAI'\AGE 1\l.S.T.\ .
ADVISORY COMMITIEE
2885 HORSESHOE DRIVE soum
NAPLES, FL 34104
January 27,2005
SPEC~L MEETIN~
Minutes
L Meeting was called to order by Chairman Bob Jones at 3:00 PM.
Diane Flagg (Director of Alternative Transportation Modes) asked
everyone to introduce themselves.
n. ATTENDANCE:
Members: Bob Jones, Virginia Donovan, Bill Seabury, Roger Somerville,
Bob Cunningham (Excused)
County: Val Prince-Project Mgr., Tessie Sillery-Operations Coordinator,
Diane Flagg-Director/Alternative Transportation Modes, Jeff Klatzkow-
Assistant County Attorney, Mark Issacson-OMB, Mike Smykowski-OMB
Others: Craig Pajer-Wilson Miller, Sue Chapin-Manpower & one resident
from Forest Lakes MSTU.
m. APPROVAL OF AGENDA:
IV. INFORMATIONAL COMMENTS:
A. Information concerning Bond Issue presented by Chairman at Jan
12th meeting from Edward D. Jones Underwriters - Bob Jones
Bob Jones asked that Craig Pajer address the bond issue and potential
projects with figures.
Craig distributed a revised schedule of improvements and estimated
construction costs, engineering fees including a 10% contingency.
(Attached)
His presentation consisted of the following issues:
- Interest rates
- Annual Bond assessment
_ Increased costs of building materials
_ Existing and increased millage rates (3 mils vs. 6 mils) and the years it
would take to finish the projects (16 years vs. 8 years)
B. Stall'Input on MSTU Financing for Future Construction Projects -
Mike Smykowski
Mike asked if there is an interest in the community for finishing the above
projects and/or increase the millage rate.
Bob Jones responded there is interest and has been for some time because
of the flooding. Some of the people have more interest than others and are
1
/10 2. Ab
aware of the issues. The questions that arise are "why aren't they working
on the projects now" and "when will they begin. . . . . . . . . .
Funding is the big issue at this time.
Mr. Smykowski stated they need a referendum (50% + 1) of the people.
They need to make sure they have the support for a Bond before going
forward with a referendum first. Suggested a petition can be taken to see
if there is enough public support.
Discussion followed on the important need to educate the public.
Special assessment Bond will be based on value added to each individual
property - will not be a uniform cost per unit. (More complicated)
Ad Valorem is a simpler process taking the taxable value on an annual
basis. (Paying on taxable value of unit)
Diane Flagg suggested a letter go to the residents on whether they would
vote for a Bond, outlining the costs using the taxable value.
An MSTU will still be needed as there will be ongoing expenses with
lighting, roadway improvements and maintenance.
Discussion followed on:
o MSTU being used to help payoff debt service
o Agreement between County & MSTU to float the Bond
o Crunching numbers
o Different options of funding
o $150,000/1 mil
o County Financial Advisor to calculate figures & analyze, also
look at current millage to use for debt service for Bond
o Useful life oflmprovements (Average 15 years)
o 90-120 days after approved referendum to start projects
o Projects could take up to approx. 1 year to finish....
Conclusion - will work on assumption of not increasing the
overall tax rate - based on a straight assessment - based on
valuation alone.
Craig will categorize and prioritize projects for a possible $4M
Bond.
v. MEMBER COMMENTS:
Committee felt encouraged in working with the County and their input and
help with the issue.
Val Prince gave updates:
Asphalt Contract - as soon as they get the Insurance Certificate from Rick
Bell Paving they will process the Purchase Order.
2
/ (,L A b
Lighting (Woodshire & Forest LakeS) - Simmons will address the
Committee at the next meeting on various lighting.
Bob Jones responded they want what is already in place. Two more fixtures
on two adjacent poles.
Stop Signs - Bob Tipton looked at the area and recommended 2 stop signs.
Val explained the areas of concern. Val will await an email confirming Mr.
Tipton's recommendation. Val will also follow~up on the private road issue to
make sure the signs can be installed according to Ordinance etc.
Being no further business to come before the Committee, the Chairman adjourned the
meeting at 4:30 PM.
The next REGUL1R ,\'CI/FDULED meetiflf,! will he FchnwrL(), IO:()04M
(raflir Opennions ('ollfen'lHT Room
288:; llorst'shOl.~ Urht' South
N a pit'S, FL j.H O.t
3
j/:,LAb
Forest Lakes MSTU
Potential Bond Issue Projects
Subtotal Category
Paving Projects Cost Opinion Engineeering Subtotal
Woodshire Lane Reconstruction $ 881,280 $ 125,000 $ 1,006,280
Quail Forest Boulevard $ 90,240 $ 30,000 $ 120,240
Woodshire Sidewalk $ 100,000 $ 25,000 $ 125,000
Forest Lake Boulevard Sidewalk (east-west) $ 80,000 $ 25,000 $ 105,000
Single Family sidewalk $ 125,000 $ 35,000 $ 160,000
Pavement Overlay $ 889,432 $ 40,000 $ 929,432 $ 2,445,952
Drainage Projects
Storm Pipe from PS to Gordon River $ 228,000 $ 50,000 $ 278,000
Forest Lake Boulevard Relief Sewer $ 99,000 $ 25,000 $ 124,000 $ 402,000
Lake/Swale Interconnects
Pipe from Swale 10 to Lake 7 $ 13,650 $ 15,000 $ 28,650
Pipe from Lake 7 to western canal $ 21,417 $ 15,000 $ 36,417
Pipe from Lake 6 to Lake 5 $ 10,275 $ 15,000 $ 25,275
Pipe from Swale 16 to Lake 11 $ 13,275 $ 15,000 $ 28,275 $ 118,617
General Improvements
Convert Storm Sewer Manholes to grate inlets $ 24,000 $ 5,000 $ 29,000 $ 29,000
New Outfall @ Fairways at Emerald Greens $ 107,625 $ 40,000 $ 147,625 $ 147,625
Swale Piping/Regrading
Pipe Swale 3 $ 36,600 $ 12,000 $ 48,600
Pipe Swale 4 $ 126,000 $ 20,000 $ 146,000
Pipe Swale 15 $ 270,000 $ 30,000 $ 300,000
Pipe Swale 17 $ 124,500 $ 20,000 $ 144,500
Pipe Swale 18 $ 185,000 $ 25,000 $ 210,000
Regrade Swale 1 $ 24,960 $ 15,000 $ 39,960
Regrade Swale 2 $ 44,864 $ 15,000 $ 59,864
Regrade Swale 6 $ 27,242 $ 15,000 $ 42,242
Regrade Swale 7 $ 23,744 $ 15,000 $ 38.744
Regrade Swale 8 $ 29,920 $ 15,000 $ 44,920
Regrade Swale 9 $ 15,872 $ 15,000 $ 30,872
Regrade Swale 10 $ 39,342 $ 15,000 $ 54,342
Regrade Swale 11 $ 22,800 $ 15,000 $ 37,800
Regrade Swale 12 $ 50,960 $ 15,000 $ 65,960
Regrade Swale 13 $ 9,360 $ 15,000 $ 24,360
Regrade Swale 14 $ 56,678 $ 15,000 $ 71,678 $ 1,359,842
SF Area
Single Family Side Yard Culverts $ 549,885 $ 100,000 $ 649,885
Single Family Roadway Cross Drains $ 117,000 $ 30,000 $ 147,000 $ 796,885
Subtotal $ 4,437,920 $ 862,000 $ 5,299,920
Special Assessment Calculations (1701 units) $ 50,000
Additional Contingency @ 10 % $ 529,992
Total $ 5,879,913
Updated 1/27/2005
U)
/lozAb
Number of units in Forest Lakes MSTU
Condominium Association Number of Units
.--..----'---.----- ~---- .~- ..._~---
~- - - . --..---..-- --
Turtle Lakes Golf Colony 442
Forest Lakes Golf Villa's 352
f---. I
Forest Lakes Golf & Tennis Club # 1 36
.~ _._--~-----_._~
Forest Lakes Golf & Tennis Club # 2 36
Mira Vista Condo Association 93
-~._~ .----
Verandahs at Quail Run 52
--,-~~--~.-._-~_.-.---_. --.._--- .-----.--
Villa's at Quail Run 14
----
Woodshire Condo Association 32
Belvedere Apts. At Quail Run 162
._-~
Carlton at Park Forest 18
-~
Doral at Park Forest 30
--
Emerald Greens Condo Association 146
.- --
Fairways at Emerald Greens 141
-~
Fairway Forest Garden Villa's 48
-.-
- --- ------------~~- ----- -----.----- . -
Total Units 1602
._--~
...._-~. ----" ----~-"---_.-----
Single Family Houses (Forest Lakes Blvd.) 181
.-------
-------- --- ___n__~__.~
"fotalUnits and Single Family Homes 1783
----_..-. .--~
------'- --- ...--- . r------~-.-~-
Quail Run Golf Club (members) 350
Doc # 147447
@
1102 A~
Forest Lakes MSTU Improvements Program
Assumptions:
Construction Cost: $ 6,000,000
Number of Assessable Units: 1,784
Construction Cost/Assess. Unit $ 3,363
Annual Bond Assessment Interest Rate Assessment/$1,000
10 Years 20 Years 10 Years 20 Years
$394.27 $226.06 3.0% $117.23 $67.22
$396.29 $228.16 3.1% $117.83 $67.84
$398.31 $230.26 3.2% $118.43 $68.46
$400.33 $232.38 3.3% $119.03 $69.09
$402.36 $234.50 3.4% $119.64 $69.73
$404.40 $236.64 3.5% $120.24 $70.36
$406.44 $238.79 3.6% $120.85 $71.00
$408.49 $240.94 3.7% $121.46 $71.64
$410.54 $243.11 3.8% $122.07 $72.28
$412.59 $245.29 3.9% $122.68 $72.93
$414.66 $247.47 4.0% $123.29 $73.58
$416.72 $249.67 4.1% $123.91 $74.23
$418.79 $251.87 4.2% $124.52 $74.89
$420.87 $254.09 4.3% $125.14 $75.55
$422.95 $256.32 4.4% $125.76 $76.21
$425.04 $258.55 4.5% $126.38 $76.88
$427.13 $260.80 4.6% $127.00 $77.54
$429.23 $263.05 4.7% $127.62 $78.21
$431.33 $265.32 4.8% $128.25 $78.89
$433.44 $267.59 4.9% $128.88 $79.56
$435.55 $269.87 5.0% $129.50 $80.24
$437.67 $272.17 5.1% $130.13 $80.92
$439.79 $274.47 5.2% $130.77 $81.61
$441.92 $276.78 5.3% $131.40 $82.30
$444.05 $279.10 5.4% $132.03 $82.99
$446.19 $281.43 5.5% $132.67 $83.68
$448.33 $283.77 5.6% $133.30 $84.37
$450.48 $286.12 5.7% $133.94 $85.07
$452.63 $288.48 5.8% $134.58 $85.77
$454.79 $290.85 5.9% $135.22 $86.48
$456.96 $293.22 6.0% $135.87 $87.18
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Forest Lakes MSTU Improvements Program
Assumptions:
Construction Cost: $ 6,000,000
Annual Revenue (3 mils): $ 393,400
Annual Revenue (6 mils): $ 786,800
MSTU Annual Expenses
Emergency Maint & Repair $ 2,500
Indirect Cost Reimbursement $ 5,400
Interdepartment Payment $ 21
Other Contractural Services $ 2,000
Electricity $ 2,000
Insurance $ 200
Clerks Recording Fees $ 51
Secretarial Services $ 3,000
Subtotal: $ 15,172
Amount/
Unit
Funds for Construction (3 mils) $ 378,228 $ 212.01
Funds for Construction (6 mils) $ 771,628 $432.53
Number of Assessable Units: 1,784
Construction Cost/Assess. Unit $ 3,363
(0
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Amount Spent for Construction
Year No. construction Remaining
1 $ 378,228 $ 5,621,772
2 $ 378,228 $ 5,243,544
3 $ 378,228 $ 4,865,316
4 $ 378,228 $ 4,487,088
5 $ 378,228 $ 4,108,860
6 $ 378,228 $ 3,730,632
7 $ 378,228 $ 3,352,404
8 $ 378,228 $ 2,974,176
9 $ 378,228 $ 2,595,948
10 $ 378,228 $ 2,217,720
11 $ 378,228 $ 1,839,492
12 $ 378,228 $ 1,461,264
13 $ 378,228 $ 1,083,036
14 $ 378,228 $ 704,808
15 $ 378,228 $ 326,580
16 $ 378,228 $ (51,648)
Amount Spent for Construction
Year No. construction Remaining
1 $ 771,628 $ 5,228,372
2 $ 771,628 $ 4,456,744
3 $ 771,628 $ 3,685,116
4 $ 771,628 $ 2,913,488
5 $ 771,628 $ 2,141,860
6 $ 771,628 $ 1,370,232
7 $ 771,628 $ 598,604
8 $ 771,628 $ (173,024)
Q)
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Assumptions:
Construction Cost: $ 6,000,000
Annual Revenue (3 mils): $ 393,400
Annual Revenue (6 mils): $ 786,800
MSTU Annual Expenses
Emergency Maint & Repair $ 2,500
Indirect Cost Reimbursement $ 5,400
Interdepartment Payment $ 21
Other Contractural Services $ 2,000
Electricity $ 2,000
Insurance $ 200
Clerks Recording Fees $ 51
Secretarial Services $ 3,000
Subtotal: $ 15,172
Construction Inflation: 3.00%
Funds for Construction (3 mils) $ 378,228
Funds for Construction (6 mils) $ 771,628
@
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Amount Spent for Construction Construction
Year No. construction Remaining Inflation = 3.00%
1 $ 378,228 $ 5,790,425
2 $ 378,228 $ 5,574,563
3 $ 378,228 $ 5,352,225
4 $ 378,228 $ 5,123,217
5 $ 378,228 $ 4,887,339
6 $ 378,228 $ 4,644,384
7 $ 378,228 $ 4,394,141
8 $ 378,228 $ 4,136,390
9 $ 378,228 $ 3,870,907
10 $ 378,228 $ 3,597,459
11 $ 378,228 $ 3,315,808
12 $ 378,228 $ 3,025,708
13 $ 378,228 $ 2,726,904
14 $ 378,228 $ 2,419,136
15 $ 378,228 $ 2,102,136
16 $ 378,228 $ 1,775,625
17 $ 378,228 $ 1,439,319
18 $ 378,228 $ 1,092,923
19 $ 378,228 $ 736,136
20 $ 378,228 $ 368,646
Amount Spent for Construction
Year No. construction Remaining
1 $ 771,628 $ 5,385,223
2 $ 771,628 $ 4,752,003
3 $ 771,628 $ 4,099,786
4 $ 771,628 $ 3,428,003
5 $ 771,628 $ 2,736,066
6 $ 771,628 $ 2,023,371
7 $ 771,628 $ 1,289,296
8 $ 771,628 $ 533,198
9 $ 771,628 $ (245,583)
10 $ 771,628 $ (1,047,727)
11 $ 771,628 $ (1,873,936)
12 $ 771,628 $ (2,724,931)
13 $ 771,628 $ (3,601,456)
14 $ 771,628 $ (4,504,276)
15 $ 771,628 $ (5,434,182)
16 $ 771,628 $ (6,391,984)
17 $ 771,628 $ (7,378,520)
18 $ 771,628 $ (8,394,653)
19 $ 771,628 $ (9,441,269)
20 $ 771,628 $ (10,519,284)
@
Assumptions:
Construction Cost: $
Annual Revenue (3 mils): $
Annual Revenue (6 mils): $
MSTU Annual Expenses
Emergency Maint & Repair $
Indirect Cost Reimbursement $
lnterdepartment Payment $
Other Contractural Services $
Electricity $
Insurance $
Clerks Recording Fees $
Secretarial Services $
Subtotal: $
Construction Inflation:
Funds for Construction (3 mils) $
Funds for Construction (6 mils) $
/bL 116'-
6,000,000
393,400
786,800
2,500
5,400
21
2,000
2,000
200
51
3,000
15,172
7.00%
378,228
771,628
@
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Amount Spent for Construction Construction
Year No. construction Remaining Inflation = 7.00%
1 $ 378,228 $ 6,015,296
2 $ 378,228 $ 6,031,663
3 $ 378,228 $ 6,049,175
4 $ 378,228 $ 6,067,914
5 $ 378,228 $ 6,087,964
6 $ 378,228 $ 6,109,417
7 $ 378,228 $ 6,132,372
8 $ 378,228 $ 6,156,934
9 $ 378,228 $ 6,183,216
10 $ 378,228 $ 6,211,337
11 $ 378,228 $ 6,241,427
12 $ 378,228 $ 6,273,622
13 $ 378,228 $ 6,308,072
14 $ 378,228 $ 6,344,933
15 $ 378,228 $ 6,384,375
16 $ 378,228 $ 6,426,577
17 $ 378,228 $ 6,471,733
18 $ 378,228 $ 6,520,051
19 $ 378,228 $ 6,571,750
20 $ 378,228 $ 6,627,069
Amount Spent for Construction
Year No. construction Remaining
1 $ 771,628 $ 5,594,358
2 $ 771,628 $ 5,160,321
3 $ 771,628 $ 4,695,902
4 $ 771,628 $ 4,198,973
5 $ 771,628 $ 3,667,259
6 $ 771,628 $ 3,098,325
7 $ 771,628 $ 2,489,566
8 $ 771,628 $ 1,838,194
9 $ 771,628 $ 1,141,225
10 $ 771,628 $ 395,469
11 $ 771,628 $ (402,490)
12 $ 771,628 $ (1,256,306)
13 $ 771,628 $ (2,169,890)
14 $ 771,628 $ (3,147,424)
15 $ 771,628 $ (4,193,386)
16 $ 771,628 $ (5,312,565)
17 $ 771,628 $ (6,510,086)
18 $ 771,628 $ (7,791,434)
19 $ 771,628 $ (9,162,477)
20 $ 771,628 $ (10,629,492)
@
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AGENDA
COLLIER COUNTY PLANNING COMMISSION WILL MEET AT 8:30 A.M., THURSDAY, FEBRUARY 17,2005, IN
THE BOARD OF COUNTY COMMISSIONERS MEETING ROOM, ADMINISTRATION BUILDING, COUNTY
GOVERNMENT CENTER, 3301 T AMIAMI TRAIL EAST, NAPLES, FLORIDA:
NOTE: INDIVIDUAL SPEAKERS WILL BE LIMITED TO 5 MINUTES ON ANY
ITEM. INDIVIDUALS SELECTED TO SPEAK ON BEHALF OF AN
ORGANIZATION OR GROUP ARE ENCOURAGED AND MAY BE ALLOTTED 10
MINUTES TO SPEAK ON AN ITEM IF SO RECOGNIZED BY THE CHAIRMAN.
PERSONS WISHING TO HAVE WRITTEN OR GRAPHIC MATERIALS INCLUDED
IN THE CCPC AGENDA PACKETS MUST SUBMIT SAID MATERIAL A MINIMUM
OF 10 DAYS PRIOR TO THE RESPECTIVE PUBLIC HEARING. IN ANY CASE,
WRITTEN MATERIALS INTENDED TO BE CONSIDERED BY THE CCPC SHALL
BE SUBMITTED TO THE APPROPRIATE COUNTY STAFF A MINIMUM OF
SEVEN DAYS PRIOR TO THE PUBLIC HEARING. ALL MATERIAL USED IN
PRESENTATIONS BEFORE THE CCPC WILL BECOME A PERMANENT PART OF
THE RECORD AND WILL BE AVAILABLE FOR PRESENT A TION TO THE BOARD
OF COUNTY COMMISSIONERS IF APPLICABLE.
ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THE CCPC WILL
NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO, AND
THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE
PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND
EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED.
NOTE: The public should be advised that a member of the Collier County Planning
Commission (Bob Murray) is also a member of the COmIl1unity Character/Smart Growth
Advisory Committee. In this regard, matters coming before the Collier County Planning
Commission may come before the Community Character/Smart Growth Advisory
Committee from time to time.
1. PLEDGE OF ALLEGIANCE
2. ROLL CALL BY CLERK
3. ADDENDA TO THE AGENDA
4. PLANNING COMMISSION ABSENCES
l' ~
5. APPROVAL OF MINUTES - JANUARY 6, 2005, REGULAR MEETING
3\oltb---
6. BCC REPORT- RECAPS - JANUARY 25, 2005, REGULAR MEETING
l(Pti)tr~l
7. CHAIRMAN'S REPORT
8. ADVERTISED PUBLIC HEARINGS
A. Petition: BD-2004-AR-6799, Don Manley, represented by Michael D. Hawkins, of Turrell and Associates, is
requesting a 30-foot boat dock extension to allow for a modification of an existing boat dock facility to create
a dock facility consisting of two boat-lifts protruding a total of 50 feet into the waterway. The subject
property is located at 201 San Mateo Drive, Southport on the Bay, Unit 1, Lot 34, Section 6, Township 48
South, Range 25 East. (Coordinator: Joyce Ernst)
1
B. Petition: BD-2004-AR-6827. John McNicholas, represented by Richard Y ovanovich of Goodlette, Coleman
& Johnson, P.A. and Michael D. Hawkins of TurreIl & Associates, Inc., are requesting a boat dock extension
to facilitate two vessels. The proposed structure will reduce the existing over-water structure (decking) by 35
square feet. The proposed dock and moored vessel will protrude a distance of 39 feet from the Mean High
Water (MHW) line into a waterway that is 390 feet wide at its most restrictive point. The subject property is
located at 160 Tahiti Street, Isles of Capri No.2, Lot 284, within Section 32, Township 51 South, Range 26
East. (Coordinator: Ross Gochenaur)
C. Petition: V A-2004-AR-6793, Leobardo and Maritza Gutierrez, represented by Daniel Peck, of Peck &
Peck, are requesting a 5-foot after-the-fact front yard setback variance from the required 75 feet, leaving
a 70-foot front yard to allow the already poured house slab to be utilized under building permit #2002090941.
The subject property is located in the "E" Estates Zoning District at 1815 4th Avenue N.E., Section 12,
Township 48 South, Range 27 East, Collier County, Florida. (Coordinator: Robin Meyer) CONTINUED
FROM 2/3/05
D. Petition: CU-2004-AR-6300. Bethel Assembly of God, Inc. represented by Frank Veasley, of Frank L.
Veasley, II & Assoeiates requesting Conditional Use #1 of the RMF-6 district for a church gymnasium.
The property, consisting of 4.79 acres, is located at 1225 W. Main Street, Section 4, Township 47 South,
Range 29 East, Immokalee, Florida. (Coordinator: Robin Meyer)
E. Petition: CU-2004-AR-6625. EcoVenture Wiggins Pass, Ltd., represented by Robert 1. Mulhere, AICP, of
RW A Consulting, Inc., and Richard D. Y ovanovich, Esquire, of Goodlette, Coleman & Johnson, requesting a
Conditional Use of the C-4 zoning district for a Hotel & Spa per Chapter 2.04.03 of the Land Development
Code. The subject property, consisting of 10.45 acres, is located at 13635 Vanderbilt Drive, in Section 17,
Township 48 South, Range 25 East, CoIlier County, Florida. (Coordinator: Michael Bosi)
F. Petition: PUDZ-2004-AR-5967. Eco Venture Wiggins Pass, LTD., represented by Robert 1. Mulhere,
AICP, of R W A, Inc. and Richard D. Y ovanovich, Esquire, of Goodlette, Coleman & Johnson requesting a
rezone from the C-4 zoning district to a "PUD" Planned Unit Development zoning district to be known
as the CoconiIla PUD. The proposed change would allow for 95 dwelling units in two residential towers
with 10 floors of residential units, over one floor of parking, a public use tract adjacent to Cocohatchee River
Park and a marina basin containing 29 wet slips. The property is located at 13635 Vanderbilt Drive, in
Section 17, Township 48 South, Range 25 East, Collier County, Florida, consisting of 10.45::1: acres. .
(Coordinator: Michael Bosi)
G. Petition: PUDZ-A-2004-AR-6888, MDG Capital Corporation, represented by Robert L. Duane, AICP, of
Hole, Montes, Inc., is requesting a rezone from Planned Unit Development (PUD) to Mixed Use Planned
Unit Development (MUPUD) for a project known as the Arrowhead PUD for the purpose of amending the
PUD document to change the PUD type to a Mixed Use PUD, change the residential development standards
regulations, update the LDC citations, and add language to address affordable housing commitments. The
subject property, consisting of 307.4 acres, is located at the comer of Lake Trafford Road and the proposed
Carson Road Extension, in Section 6, Township 47 South, Range 29 East; and in Section 31, Township 46
South, Range 29 East, Immokalee, Florida. (Coordinator: Kay Deselem)
H. LDC Amendments Special Cvcle la, 2005: An Ordinance Of The Board Of County Commissioners Of
CoIlier County, Florida, Amending Ordinance Number 04-41, As Amended, The CoIlier County Land
Development Code, Which Includes The Comprehensive Land Development Regulations For The
Unincorporated Area Of Collier County, Florida, By Providing For: Section One, Recitals; Section Two,
Findings Of Fact; Section Three, Adoption Of Amendments To The Land Development Code, More
SpecificaIly Amending The Following: Chapter 1 - General Provisions, Including Sec. 1.08.02 Definitions;
Chapter 6 - Infrastructure Improvements And Adequate Public Facilities Requirements, Including Sec.
6.06.02 Sidewalk, Bike Lane, And Greenway Requirements; Chapter 10 - Application, Review, And
Decision-Making Procedures, Including Sec. 10.02.03 .B.1. Final Site Development Plan Procedure And
Requirements; Including Addition To Appendix B Of A Cross-Section For A Typical Greenway; Section
Four, Conflict And Severability; Section Five, Inclusion In The Collier County Land Development Code;
And Section Six, Effective Date. (Coordinator: Susan Murray)
2
/bA1
9. OLD BUSINESS
10. NEW BUSINESS
11. PUBLIC COMMENT ITEM
12. DISCUSSION OF ADDENDA
13. ADJOURN
2/17/05 eepe Agenda/RB/sp
3
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January 6, 2004
=
TRANSCRIPT OF THE MEETING OF THE COLLIER
=- COUNTY PLANNING COMMISSION
- Naples, Florida, January 6,2005
LET IT BE REMEMBERED, that the Collier County Planning
Commission in and for the County of Collier, having conducted
business herein, met on this date at 8:30 a.m. in REGULAR
SESSION in Building "F" of the Government Complex, East Naples,
Florida, with the following members present:
CHAIRMAN: Russell Budd
Kenneth Abernathy
Lindy Adelstein
Donna Reed Caron
Paul Midney
Robert Murray (Absent)
Robert Vigliotti
Mark Strain
Brad Shiffer
ALSO PRESENT:
Ray Bellows, Zoning & Land Dev. Review
Joseph Schmitt, Community Dev. & Env. Services
MaIjorie Student, Assistant County Attorney
Don Scott, Transportation Planning
Kay Deselem, Zoning & Land Dev. Review
Mike Bosi, Zoning & Land Dev. Review
'.
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Page 1
I~I4,
January 6, 2004
CHAIRMAN BUDD: We'll call this meeting of the Collier County Planning Commission to order.
Please rise with me as we say the Pledge of Allegiance.
(The Pledge of Allegiance was recited by all.)
CHAIRMAN BUDD: We'll have our roll call. Ms. Caron?
COMMISSIONER CARON: Present.
CHAIRMAN BUDD: Mr. Vigliotti?
COMMISSIONER VIGLIOTTI: Present.
CHAIRMAN BUDD: Mr. Abernathy.
COMMISSIONER ABERNATHY: I'm here but I don't have a mike.
CHAIRMAN BUDD: Okay. There we are. Now he's here and heard.
Mr. Strain?
COMMISSIONER STRAIN: Here.
CHAIRMAN BUDD: Budd is here.
Mr. Adelstein?
COMMISSIONER ADELSTEIN: Here.
CHAIRMAN BUDD: Mr. Midney?
COMMISSIONER MIDNEY: Here.
CHAIRMAN BUDD: Mr. Schiffer?
COMMISSIONER SCHIFFER: Here.
CHAIRMAN BUDD: And Mr. Murray is absent.
Any addenda to the agenda?
I see that we have a couple continuations, Items A and B that is Petition V A-2003-AR-4327, and
Petition CU-2003-AR-4326, which are related, are being continued to February 3rd due to sign posting
errors, and also I think: we should consider moving Item 8E, as in Edward, up before Item 8D, as in dog, as
-- as the small scale amendment to the Golden Gate area master plan should precede one of our growth
management plan amendments in order to make it effective and relevant.
COMMISSIONER ABERNATHY: The other way around.
CHAIRMAN BUDD: The other way around? Before C, excuse me. Put it in the wrong slot.
Before C. Item 8E before C.
Any other --
COMMISSIONER ABERNATHY: So moved.
CHAIRMAN BUDD: Very good. Second?
COMMISSIONER ADELSTEIN: Second.
CHAIRMAN BUDD: Any discussion?
There being none, all those in favor of modifying the agenda, signify by saying aye.
COMMISSIONER SCHIFFER: Aye.
COMMISSIONER MIDNEY: Aye.
COMMISSIONER ADELSTEIN: Aye.
COMMISSIONER STRAIN: Aye.
COMMISSIONER ABERNATHY: Aye.
COMMISSIONER VIGLIOTTI: Aye.
COMMISSIONER CARON: Aye.
CHAIRMAN BUDD: Motion carries.
Motion by Mr.Abernathy, second by Mr. Adelstein.
Okay. Any planning commission absences to be noted in our future?
There are none.
Page 2
If:, 2- A7
January 6, 2004
Approval of minutes. The December 2nd , 2004 regular meeting.
COMMISSIONER ADELSTEIN: Approved.
Motion to approve.
CHAIRMAN BUDD: Motion by Mr. Adelstein.
Do we have a second?
COMMISSIONER VIGLIOTTI: Second.
CHAIRMAN BUDD: Second by Mr. Vigliotti.
Discussion? All those in favor, signify by saying aye.
COMMISSIONER SCHIFFER: Aye.
COMMISSIONER MIDNEY: Aye.
COMMISSIONER VIGLIOTTI: Aye.
COMMISSIONER ABERNATHY: Aye.
COMMISSIONER STRAIN: Aye.
COMMISSIONER ADELSTEIN: Aye.
COMMISSIONER MIDNEY: Aye.
CHAIRMAN BUDD: We have no chairman's report. As noted, Items A and B are continued. We
will go to 8E. That is CPSS-2004-1, a small scale amendment to the Golden Gate Area Master Plan Future
Land Use Map.
MR. V ANLENGEN: Good morning, commissioners. Kris VanLengen, Comprehensive Planning
Department.
CHAIRMAN BUDD: Duke, excuse me.
In can just clarify with the County Attorney. We do not need to make disclosures or swearing in
on this --
MS. STUDENT: This is --
CHAIRMAN BUDD: -- legislative matter.
MS. STUDENT: -- legislative matter.
CHAIRMAN BUDD: Very good. Thank you.
Yes, sir.
MR. V ANLENGEN: Kris VanLengen in Comprehensive Planning.
I just want to make a preliminary comment regarding small scale because this is the type of conflict
amendment we don't see very often.
The process is somewhat different than the usual cycle amendments in that there's only one round of
hearings. You'll be hearing this once. BCC will hear it once after which point in time the -- the
amendment, if enacted, would -- the ordinance, if enacted, would be effective immediately thereafter within
a couple of days.
In other words, there is no DCA approval so to speak. Also, because there is one set of hearings, the
process is amenable to a companion rezone, which I think you've already noted will be immediately
following or -- or presented concurrently.
And Mr. Hancock will make that presentation on behalf ofthe petitioner.
CHAIRMAN BUDD: Okay. Excuse me.
Yes, ma'am.
MS. STUDENT: Thank you, Mr. Chair.
I just want to make the point that since the small scale amendment is one that we are adopting, or
recommending adoption of, because of requirements of our special EC, we will need a majority for -- for
voting purposes, not just a majority ofthose that are here today and voting, but a majority of the full
membership of the planning commission. So, that would be five. We need five votes to carry that. And I
Page 3
/~ J- 147
January 6, 2004
just wanted to put that on the record. And I believe we usually wait 30 days after approval because
someone could come in and challenge this small scale amendment during that time period for it to become
effective.
So, I just wanted to put that --
CHAIRMAN BUDD: Okay.
MS. STUDENT: -- on the record as well.
CHAIRMAN BUDD: I'd also just like to clarify for the record in order to make things more
expeditious, we'll not only be hearing the petition for the small scale amendment that I mentioned, but it
would probably be appropriate to hear simultaneously but take separate action with the small scale
amendment action going first.
We should also hear the petition -- the PUDZ.
Would that -- would that be appropriate with disclosures on that item?
MS. STUDENT: I think it would be. The reason is Mr. White cited them, but I think that would be
appropriate as long as you swear the folks in that are going to offer testimony on the rezone and do the ex
parte disclosure.
CHAIRMAN BUDD: Okay. Let's do it that way, that we'll have swearing in and disclosures on the
PUDZ-2004-AR-5987.
All those wishing to present testimony, please stand and raise your right hand, repeat after me. Do
you solemnly swear and affirm that the testimony you're about to give shall be the truth, the whole truth and
nothing but the truth, so help you?
(All speakers were duly sworn.)
CHAIRMAN BUDD: And a positive affirmation was appropriate. You're not supposed to repeat
after me, so very good for doing what you're supposed to, not what I said.
Any disclosures on the part of the planning commissioners?
COMMISSIONER STRAIN: Yes. I had e-mails from K. D. Tuff on this issue.
CHAIRMAN BUDD: No other disclosures?
So, with that, we'll hear from Mr. Hancock.
MR. HANCOCK: Good morning, Mr. Chairman, members of the Planning Commission.
My name is Tim Hancock, representative for Baldridge Real Estate, the applicant in both CCP __
I'm sorry -- CPSS-2004-I, the small scale map amendment, as well as Petition PUDZ-2003-AR-5987,
request for rezone from the current RMF-12 zoning district to the zoned PUD.
As stated by Mr. Budd, what I will do, if it please the commission, is basically present these two
items concurrently. I think they are inexorably linked; however, I will do my best to at least separate the
small scale map amendment issues at the forefront of my presentation following up with the zoning.
We started this project with a very specific goal in mind, which is advantages of planner because
you can deal with the minutia at the front end as opposed to having concerns from residents and affected
property owners as to what mayor may not happen.
Very specifically, this project is intended to be an auto zone retail auto parts facility with no repair.
That was the purpose for putting the land under contract and the purpose for both the small scale map
amendment as well as the rezone. To that end, we looked at the property, and to give you a general
orientation, the property is bounded on the south by Golden Gate Parkway, further to the south is a Hess
Service Station.
On the east side of the property is currently C-4 zoning. Bank of America sits immediately adjacent
to the parcels and behind that is Parkway Plaza, basically, the prime shopping center in Golden Gate.
Behind the subject property is vacant RMR-12 zoned property owned by the St. Elizabeth Seton
Church. Parish housing is the next lot over and, again, vacant parcels all under the ownership of St.
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Elizabeth Seton.
As you can see also over here is the larger campus for the St. Elizabeth Seton School. The
sanctuary sits here with parking along Golden Gate Parkway abutting the west side of the property line.
The subject property consists of two parcels. The front parcel lies within the Golden Gate
Commercial Office Parkway District and the rear parcel does not. It is zoned urban residential. Adjacent
to the rear parcel also is developed RMF-12 zoned property.
Again, looking at the zoning, you can see we have across or, again, the subject property is right
here. C-4, this is the shopping center, RMF-12 to the rear. School again is over here and orienting you,
Golden Gate Parkway is down here.
Across from the project, we have commercial zoning built and developed and RMF-12 on this side,
which is also part of the Parkway Commercial District and may at some point be converted to commercial
in the future.
The current future land use map designates a .43 acre parcel on the comer of 52nd Terrace
Southwest and Golden Gate Parkway as part of the office and fill district. Behind that -- I'm sorry. The
Parkway district. Behind that is again urban residential .4 acres. So, the total of two is .83 acres.
The Golden Gate Parkway -- I'm sorry -- Golden Gate Professional Office Commercial District --
we'll just call it the district to save time -- was created to avoid the individual development and
parcelization of the strip, if you will, along Golden Gate Parkway.
To that end, it requires a minimum aggregation of two acres of property in order to rezone from an
RMF-12 zoning, which is the current zoning for this property, to any commercial use. This site obviously
falls well short even when combined with the parcel to the rear that is not in the district to meet that
two-acre minimum.
As a result, this is a -- truly a square peg in a round hole. There is no way for this property to meet
the minimum criteria established in order to rezone for commercial use within the Parkway district. Now,
the petitioner did look at, and we did look at the opportunity of coming in and requesting a rezone with
multiple deviations. The concern we had with that was that if we came in with a straight zoning category
and were requesting deviations to go to, for example, a C-4 zoning on the rear parcel because of a
transitional nature and a C-I on the front, which technically is possible, it would have allowed a full array
of C-4 on the back if we were granted and then parking within the C-I. It just seemed like kind of getting to
California by going through Canada. It just didn't make a lot of sense.
What did make a lot of sense to me was to basically redraw the border ofthe activity center to
include these two parcels, basically extending the activity center over to 52nd Terrace Southwest. By doing
so, it gave us the opportunity to request PUD zoning. The benefits that come with the PUD zoning, not just
to the petitioner but to the community, are that we can be very specific and detailed in the types of uses, the
design of those uses and the application of those uses on this parcel.
As someone who's worked with the Golden Gate community over the past 14 or 15 years, that kind
of detail is usually required in order to really sit before them and have a meaningful discussion about any
type of zoning action in their community. That's the path we chose to take. So, on the front end looking at
the -- the -- the small scale map amendment, basically this parcel doesn't fit the Golden Gate Parkway
District.
Something is going to need to be done with this parcel whether through a list of extensive
deviations or a map amendment in order for it to develop commercially in way, shape or form. The
alternative of developing it under RMF-12 is both undesirable and not economically feasible. I don't think
we want to see multifamily, small -- or a small multifamily building sitting right on Golden Gate Parkway.
I know the Civic Association doesn't.
So, that's how we got to the issue of developing a small scale map amendment and then by tying it
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very closely with the PUD rezone, we hope to and believe we have accomplished the protections that the
community is looking for to make sure they know exactly what they're getting with this petition.
To that end, we've been able through crafting the PUD document to -- to limit the uses on this
property very specifically to, number one, a retail auto parts facility with no repair. That was very important
to the Golden Gate Civic Association because just down the street I think there's a tire store and sometimes
there's storage issues and they have to monitor kind of what's being out there. And, so, with having no
repair on site, that was important to them. It also was a part of our original plan, so fortunately we didn't
have to change anything to meet those concerns.
The thing we can do is to customize both the setbacks and the landscaping to make the building
marry up with the adjacent Bank of America building so it creates a more consistent frontage along Golden
Gate Parkway. One thing you may notice on the aerial is there's been an existing alley that cuts across the
rear parcel and actually has parking on it utilized by Bank of America. Through all our title work in
purchasing the property, we're unable to fmd any easements, any actions, anything that really contributed to
the development use of the property for commercial uses, but it's there. It exists today. And that connection
reaches an alley on this side of the property that creates a circulation pattern so that folks over here can use
it to get to Bank of America and by going through Bank of America to the center without going out on
Golden Gate Parkway.
Again, as a part of our rezone plan, we have kept that in action. And, again, we were open to
closing it or -- or keeping it, but it was the desire of the Golden Gate Civic Association to leave it in place,
at least at the meeting I had with them, and we have done that through this plan. In addition to the one use
of -- of an auto parts retail facility, the other uses in the PUD are strictly C-I uses.
So, again, what we've done is limited, even though this map amendment could allow for a full range
of commercial uses to be requested by virtue of the zoning, we've limited that and discussed those
limitations with the community.
We did have our neighborhood information meeting, sent out the notices and we had one attendee.
It was Miss Cheryl Newman with the Golden Gate Civic Association. Miss Newman came. We made a
very intimate presentation, having only one person there. She didn't have any concerns, but I offered to go
ahead and present to the Golden Gate Civic Association at their next board meeting, which I did. And that
meeting was very productive and very positive for us. We were able to go over the site plan with them and
discuss any concerns they had, one being traffic circulation.
And what came out of that meeting also was that they had concerns about lighting. They're
working very closely with the Sheriffs Office to try ABB introduce what they call CPTEDP, Crime
Prevention Through Environmental Design Principles as much as possible. And the one issue that came out
ofthat was they wanted to make sure that where possible we would marry the CPTED principles with our
development and key to that was lighting.
I had met with Corporal Leman Hogan afterwards, about two weeks after. He brought up the
lighting standards, that while they're not part of our ordinance, they are recommended by the Sheriffs
Office. We have taken those standards and basically adopted by line item in the PUD that where possible
those lighting standards will be met in the development of this project. And primarily what they're looking
to do is make sure. We already meet many of the CPTED principles because we have basically four-sided
access. There are no dead sides to this building. You can get all the way around it. The Sheriffs Office
was pleased with that. And what we're going to do is basically make sure that in the rear of the property that
we have directional lighting back there that doesn't spill over to the RMF-12 but actually lights up the back
portion of the building and also put the lighting on the front outer comers on Golden Gate Parkway.
So, again, 360 degrees around that's going to be well lit. There will be less opportunity for loitering
or any activities or things being, you know, stored or whatnot. They are not visible on the site. So, with the
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application of those lighting principles, I felt like we had a very productive meeting with the civic
association and left with -- upon good terms there and we feel that the PUD is responsive to their needs and
their concerns in the community to the degree they have been expressed.
Beyond that, what I'd like to mention is that we obviously support and appreciate staffs fmdings as
well as their recommendations on both the small scale map amendment application and the rezone.
At this point, we'll be pleased to address any questions the commission may have.
CHAIRMAN BUDD: Any questions for the petitioner?
All right.
COMMISSIONER STRAIN: I have quite a few.
COMMISSIONER VIGLIOTTI: I'll wait until you fInish because you can --
COMMISSIONER STRAIN: Wait until I fInish. Okay.
I guess we'll start with the change to the GMP.
My fIrst question is -- I know you've -- you've touched on it.
The offIce professional area of Golden Gate was set up to not only avoid a lot of unsightly strip zoning but
in conjunction with that was out of our protectoral criteria specifIc to those parcels by taking yourself out of
that and putting yourself in an activity center, you're not going to be obligated then to the same criteria.
I don't know how many deviations you anticipated asking for, but it would seem to me that if you
were to go into the offIce professional category which auto parts stores are already one item that qualifIes in
that category, you could have gone in and asked for the deviations and come back with a less intensive
proposal today as far as changing the GMP it would only be changing the overlay area.
Can you -- what deviations bothered you that you couldn't modify that area in regards -- I know the
acreage is an issue, but you could ask for a deviation there and logically it would apply.
MR. HANCOCK: Mr. Strain, I -- I don't quite follow you when you say auto parts stores are
permitted in the Golden Gate Parkway district. I -- that was not my interpretation.
COMMISSIONER STRAIN: Okay. I may be wrong.
Under the GMP copy I have, Golden Gate Parkway Professional OffIce Commercial subdistrict for
projects wholly contained within the original professional offIce district with a minimum depth of 150 feet
as measured from the property line adjacent and parallel with Golden Gate Parkway. The following small
scale retail uses are permitted: One, apparel and accessory stores; two, auto and home supply stores,
parentheses, auto accessory dealers, retail, automobile parts dealers, retail and speed shops, retail only.
Am I -- am I reading the wrong section? Maybe somewhere--
MR. HANCOCK: No, sir. The -- the point that you stated was wholly contained.
The part of this project that lies within the offIce parkway district is .43 acres. That's the one parcel
adjacent to the Parkway. In.43 acres, if you look at the setbacks that are required, which is 40 feet along
Golden Gate Parkway and along 52nd because it's a comer lot, it is impossible to contain a building more
than about 2,000 square foot and the associated parking on .43 acres because of the setback requirements.
And that 2,000 or even 3,000 square foot building for a retail auto parts facility just doesn't work. So, to
wholly contain the project within.43 acres was an impossibility. So, that's the first deviation.
COMMISSIONER STRAIN: Well, that's what I was asking. I wasn't -- I'm suggesting why didn't
you look at going for the deviations instead of the route you're going today? And you were going to -- and
what I was trying to get out of you is how many deviations do you need?
MR. HANCOCK: Okay. First, there are no number of deviations that would permit the project to
be wholly contained on .43 acres. Don't exist. So, that required us to combine it with the parcel behind,
which both parcels have been under the joint ownership of Bank of America since the eighties.
COMMISSIONER STRAIN: Right.
MR. HANCOCK: For what reason? Other than maybe they purchased it for additional parking, we
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don't know. My client has since purchased the property. They are the owners of -- of the parcels.
So, we couldn't wholly contain it with the district, so we're going to have to combine the two parcels in
some fashion in order to have sufficient size and the parking.
The second issue is even if we were to try and contain the building itself on the front parcel and
parking in the rear, for example, to get the size more than about 2,000 or 2500 square feet, we'd have to get
a deviation on the setback requirements, both front and on the side, which again a comer lot, they're the
same, 40 feet along the Parkway, 40 feet on the side.
So, that takes us to our second and potentially third deviation. We then have to put the parking in
the rear. Parking on RMF-12 zoned property is serve a commercial use. Now, we would have to go in and
zone the rear parcel to a commercial use under the transitional zoning because it is -- would then be
bordered on two sides by commercial.
So, let's say we could get all -- line up those deviations on the front piece and allocate the building
wholly on the front piece. We then also would have to rezone the rear piece to a transitional commercial
district because it then would be ordered on two sides by commercial to say, for example, a C-l zoning
district to place parking on it.
And that's why I used the -- the statement that it's kind of like going to California through Canada.
You -- you start lining all these things up and it just seemed a lot simpler to proceed with a small scale map
amendment provided that the zoning that goes along with it that is tied to it presents something that is of an
acceptable nature and intensity.
COMMISSIONER STRAIN: What public notifications did you provide to meet the -- the
requirements of the small scale amendment?
MR. HANCOCK: There were -- on the small scale amendment, I don't believe that there were
public notice requirements we had to make other than advertising. However, because the items are
companion, we had the newspaper advertisement, the 500-foot notification, plus the notification to the civic
association all tied into the project together.
COMMISSIONER STRAIN: You had asked for deviations, you would have had to publicly notify
pursuant to land development code the neighborhood regarding each one of those deviations.
COMMISSIONER MIDNEY: Yes, sir. But we had to do that anyway by nature of the rezone.
COMMISSIONER STRAIN: But you just told me for the small scale portion you didn't have to
publicly notice.
MR. HANCOCK: Because the two are married --
COMMISSIONER STRAIN: But you just did it in the rezone but in that rezone it wasn't
highlighted what deviations you were asking for in regards to the differences from the office professional.
MR. HANCOCK: No, sir, it wasn't.
COMMISSIONER STRAIN: Okay. The first thing. The second thing is your traffic impacts on
the road.
Tire stores create a -- create a different impact and the noise that you're going to create by changing
tires and working on -- tire stores working on front ends, they do balancing and all that, that's not a good
thing for the neighborhood.
MR. HANCOCK: Well, Mr. Strain, apparently I -- I didn't make myself clear.
There's no repair at this facility, so there's no changing tires, there's no repair work done. You
literally walk in, buy your product, walk out, put it in your car and leave.
COMMISSIONER STRAIN: Okay.
MR. HANCOCK: So--
COMMISSIONER STRAIN: Tim, I -- I thought that until I read your PUD information.
Have you got your PUD package in front of you? Could you turn to the Exhibit K and go to about
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the fifth page in. Let me know what land use you're putting this under for your calculations for traffic
impact.
MR. HANCOCK: I'm sorry, Mr. Strain. You're referring to the traffic impact analysis that was a
part of the trip generation report prepared by Blair Foley?
COMMISSIONER STRAIN: Yes, I am.
In my book it's titled -- has a Page Number 1487 on it and I'm sure he pulled that out of some other
book when he attached it but it's about the fourth or fifth page back.
MR. HANCOCK: When preparing a trip analysis, the engineer uses the most similar or more
intensive use.
COMMISSIONER STRAIN: Would you put that on the screen so that everybody knows what
we're talking about? And I understand now what you're saying in regards to the more intensive use.
Why would you think that a tire store which has customers who have to come in and wait for their
car to get repaired and they would be -- they're usually scheduled -- I don't know if you can see the -- the
top of that. You might want to move it down. The rate that you use is the rate for a tire store and, again, it's
still not showing. Slide the page down a bit and then you'll see where my question about the tire store came
from.
The tire store is a very specialty operation. It does not function like a retail store. If you look at a
retail store, you're at least 50 percent or more greater than the rate trips that you use for a tire store, which
would skew your traffic impact statement substantially. And that's why I was wondering why you use the
tire store when you just said we're not doing tire store -- tire work.
So, first of all, you've got a flaw in your presentation today in regards to the category you used for
tire store. I'm not sure how dramatically that would affect your TIS.
While we're talking about traffic and Don Scott's here who did the AUIR for the BCC last month,
according to the traffic analysis or the traffic statement by staff, it shows the Golden Gate Parkway from
Santa Barbara to Collier Boulevard as operating in an acceptable level of service and it's projected to
operate at a level of service E within three years.
But the AUIR says it's deficient effective 2005 and it's also constrained. So, they're not going to be
able to repair that deficiency.
So, now, we're talking about increasing impacts on a road system to some unknown event because we
don't have an accurate TIS, with an inaccurate statement, I believe, by the transportation department, which
I'm hoping Don's going to explain how he has two different conclusions in two different documents within
the last 30 days. And then we'll go from there.
I've got other questions, too, but I'd like to get an answer or a response to the traffic part of it first.
MR. HANCOCK: Well, I cannot explain because I did not prepare the traffic analysis why a tire
store was used. Is it your contention, Mr. Strain, that an average rate of 25 trips per thousand square feet for
a tire store is lower than a retail use?
COMMISSIONER STRAIN: Well, it's not my contention. It's the IT -- it's the--
MR. HANCOCK: Yes, sir.
COMMISSIONER STRAIN: I'll read it to you.
MR. HANCOCK: The point being that if you --
COMMISSIONER STRAIN: Well, I may correct your last statement. Retail uses, and if you
would at an auto supply store, a specialty retail center is 37.97. A shopping center is 82. Now, I don't know
where you're going to fall because I don't have anything that shows an auto supply store but you're not a tire
store. And the retail store references that are in this -- I guess they come from ITE or somebody like that.
Trip generation range for various land uses, the summary that I have doesn't break them all down. It just
gives me the concise ones.
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Now, unless you got data that shows me an auto supply store is less than a tire store, I don't believe
it's going to be the same.
MR. HANCOCK: I don't know if it's going to be the same or not because ITE doesn't break it
down that way. And when you look at retail facility such as shopping center, when you get a mass of stores
as opposed to a single, stand-alone store, it's going to run the number up.
COMMISSIONER STRAIN: That's why they have special retail, too, separate it out.
MR. HANCOCK: Yes, sir.
COMMISSIONER STRAIN: And they drop it. They drop it dramatically from 82 for a shopping
center down to 37.97 for specialty realty -- special retail, so --
MR. HANCOCK: I mean, when you look at --
COMMISSIONER STRAIN: So, Tim, I'm not -- I don't know where you fall, but the fact is you
don't know where you fall and that's what my problem is here today.
MR. HANCOCK: Nor does ITE, unfortunately.
COMMISSIONER STRAIN: Well, you've already said it isn't a tire store, so--
MR. HANCOCK: No, sir, it's not. So, I think we can safely say somewhere between 25 -- it's not a
tire store. That was the closest use we could find in the ITE even though we're not changing tires.
It's somewhere between 25 and 37 per thousand square feet.
COMMISSIONER STRAIN: I would -- I would -- I would agree with that.
MR. HANCOCK: So, we're dealing with a spread of 12 trips per thousand square feet, the building
being approximately 6,000 square feet. So, there's 72 trip ends that is the spread between what is contained
in our traffic analysis and what I would consider to be a more intensive use when you have an aggregation
of retail versus one stand-alone use.
COMMISSIONER STRAIN: But you're also dealing with a system that is already acknowledged
to be failed by the AUIR and that is constrained and it can't be improved. So, now, your impacts even
though they may not reach the threshold of three percent, we're on a system that's already potentially failed
by the statements made last month in the AUIR that I received.
So, Tim, I have a problem with it for that reason. These facilities generate intense amounts of
traffic. If you go on 951, the Advanced Discount Auto Parts Store, which is there, got so bad, they were
parking cars across their front lawns and running over their hedges.
And somebody, I think it was the government, made them take the lot next door and turn it into a parking
lot so they wouldn't have that problem.
These are heavy uses. And I'm not sure that putting it on Golden Gate Parkway that's constrained
and already acknowledged to be difficult in its level of service operation is the right thing to do.
And that's where I'm coming from on that, so --
MR. HANCOCK: But that -- that's your question at that point, Mr. Strain. Ifwe were instead of
auto parts to put a medical office there, would you have the exact same concerns?
COMMISSIONER STRAIN: I wouldn't have a concern sitting here today if everybody played by
the rules that we've put in place for the past number of years and we -- we beat to death. There's rules along
Golden Gate Parkway for the work that needs to be done. Sometimes those rules don't work then you can
ask for deviations.
But to come in and wholeheartedly change the zoning especially for an intensive use like this and
it's a C-4 use, I don't -- I just don't feel that is the most appropriate thing to do in this location, Tim.
MR. HANCOCK: And I guess, Mr. Strain, I would agree with you on a larger scale, but the truth is
this .43 acre parcel never should have been placed in the parkway district. It cannot by virtue of its
existence meet the criteria established for that district.
It cannot be aggregated. It cannot be added to reach a minimum size that it can be rezoned without
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requesting deviations. And while the deviations were put in there as an opportunity for you to -- if you don't
meet all of the criteria, I think this was an incorrect assessment when it was done initially. It is immediately
adjacent to C-4. It is bordered on two sides by public streets, a third side by an alley with an alley
connecting it. It is truly different and unique from the balance of properties that are within this district.
If not for those characteristics, I would agree with you. But when you put those characteristics in
play for this parcel and look at what it ultimately could be developed as in its stand-alone condition, what
we are proposing and the feedback I received from the Golden Gate Civic Association at their meeting,
which Miss Tuffwas present, was not an objection to the use.
Their concern was that there would be repair. When there was no repair, we turned and focused to
the architectural elevations that we brought and have committed to as a part of our zoning.
So, while we by no means diminish your concerns, Mr. Strain, we feel like we have tried to meet all
of the criteria that the community has brought to us and that we have discussed with them.
What I can't overcome, sir, is that whether it be this development or a subsequent development of office or
medical office, there is going to be an increase in traffic that is going to impact Golden Gate Parkway.
Would a 3,000 square foot medical office building produce the same number oftrips or more? I
don't have an exact answer for you. I can get it but I believe the answer would be yes. When you look at
retail versus medical office, yet medical office is -- is clearly a permitted use in this district. And if we were
to try and place a medical office building on this property which we have no interest in doing, believe me,
there is -- there is vacant office space on the parkway right now.
There are buildings that have been permitted that are not being built because the market isn't there
yet and we recognize that. So, I'm not threatening medical office by any means. We have no intention of
doing it. We can't do this project, the property goes on the market, because this is what it was purchased
for.
COMMISSIONER STRAIN: Tom -- I mean, Tim, you said the bank's owned this since what, 1980
or something like that?
MR. HANCOCK: Correct.
COMMISSIONER STRAIN: Well, then they've owned it since the overlay has been put in place.
MR. HANCOCK: Yes.
COMMISSIONER STRAIN: They owned it when they received notifications that this property
was going to have an overlay on the front of it and the back of it was going to be left like it is. They never
objected to it. They never came into the meetings, or at least I don't know ifthey have because it didn't
change. The issue stayed the same.
If they had an objection to the possibility of either selling this and using it in the future and how this
would apply, why wouldn't they have done it when the rules allowed them and afforded them the ability to
do it instead of coming in now wanting changes on an area that is already overimpacted by intensity that we
-- we don't need to be breaking the rules to make any more of it for.
So, I don't buy the philosophy that it's an inappropriate use for this property or inappropriate overlay
on this property because if it was, the landowner should have said something in 19 -- whatever year we put
the thing into effect.
MR. HANCOCK: I don't think the national corporation really cared too much about what was
going on, but I can't speak for them, nor can you.
COMMISSIONER STRAIN: Well, then they may not care if they sell it or not.
MR. HANCOCK: Well, it's sold. My client owns it.
COMMISSIONER STRAIN: I hope you did due diligence.
MR. HANCOCK: Well, part of our due diligence was meeting with the community, Mr. Strain.
COMMISSIONER STRAIN: But you just acknowledged the only -- you didn't have to do any
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meetings, any public notices in regards to this GMP rezone. I mean, I'm sure you told people about the
PUD -- PUD and they may have been in --
MR. HANCOCK: Sir, at that meeting, which you were not there, we discussed the growth
management plan amendment and the rezone. It was not a, you know, pretend like we already can do this,
let me show you what we're going to do in the zoning.
We were fully open at that meeting with the growth management plan amendment, the purposes for
it and the subsequent rezone or the companion rezone.
Again, meeting with the civic association, which was not required by the code, which was not even
asked of me, I offered to do it, recognizing that that association is very involved in the land use decisions in
Golden Gate and that their information would be important to us, I went and met with their board. And I
didn't just discuss the rezone, Mr. Strain. I discussed the growth management plan amendment, the reasons
for it, the exact same reasons I just discussed with you. And for their board to meet with me and to not
register objections or concerns other than aesthetics and lighting, I felt was important. That, sir, was a part
of our due diligence.
COMMISSIONER STRAIN: Just so you know, Cheryl Newman was not in favor of your project,
so that's all the questions I have. Thank you.
COMMISSIONER VIGLIOTTI: I have two questions.
CHAIRMAN BUDD: Mr. Vigliotti.
COMMISSIONER VIGLIOTTI: Tim, you had said that your client owns the property?
MR. HANCOCK: Yes, sir.
COMMISSIONER VIGLIOTTI: In the documents we have here, it shows the owner as Bank of
America and a contract for purchase from your client.
MR. HANCOCK: The contract for purchase has a closing date on it which has passed and the
property was closed on.
COMMISSIONER VIGLIOTTI: Since we received these?
MR. HANCOCK: I honestly don't know.
COMMISSIONER VIGLIOTTI: Okay. But it shows here owner is Bank of America. Also, Bank
of America is using it for overflow parking now. Will that continue after this?
MR. HANCOCK: No, sir, but the parking is also not required as a part of their operation.
COMMISSIONER VIGLIOTTI: Okay. I'm just worried about where to put all these cars.
MR. HANCOCK: No, sir. There's typically one or two cars on the property. And that's why I said
we did the background to find out. We couldn't even find an SDP that approved the parking being on the
property. So, I'm not sure how it got there to be honest with you. Because the Bank of America is within
the Parkway Plaza Shopping Center, there's -- you know, their aggregate parking more than meets the
demand for Bank of America, so this is not required as a part of their operation. Its removal, if you will,
from their ability to use it will not affect their operation in any way.
COMMISSIONER VIGLIOTTI: Okay. Thank you.
MR. HANCOCK: Thank you.
CHAIRMAN BUDD: Any other questions for the petitioner?
COMMISSIONER SCHIFFER: I have a question.
CHAIRMAN BUDD: Yes, sir. Mr. Schiffer.
COMMISSIONER SCHIFFER: And is it appropriate to discuss PUD issues now or --
CHAIRMAN BUDD: Yes.
COMMISSIONER SCHIFFER: Okay. The architectural standards that this building would be
built under are the ones that are in effect today?
MR. HANCOCK: Yes, sir.
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January 6,2004
COMMISSIONER SCHIFFER: Without the exception -- today we have the ability, Joe, of using
the old standards up till February. Is that right? In other words, in there, I remember when that--
MR. SCHMITT: Yeah.
COMMISSIONER SCHIFFER: -- came through, there was a clause so --
MR. HANCOCK: The architects for Autozone have received the current copy and have been
required by my client to meet the current code off the old code.
COMMISSIONER SCHIFFER: And you won't opt to take the exception to use the old code until
February then--
MR. HANCOCK: No, sir.
COMMISSIONER SCHIFFER: -- so you would be -- fresh code. Okay.
MR. HANCOCK: Yes, sir.
COMMISSIONER SCHIFFER: The setback issue, you have a 19 foot four-inch setback off of
52nd Terrace. I mean the concern I have is that seems like a pretty narrow setback, what is essentially a
residential street.
MR. HANCOCK: It is, and in recognition of that within the PUD, we increased the buffering
requirement between the building and 52nd Terrace Southwest to require three tiers oflandscaping; ground
level, mid level and trees. We've doubled the number of canopy trees that have to be required between the
building and the street and the focus there is to -- as you turn onto 52nd Terrace Southwest is not to over--
you know, the first couple of years after planning, not to see the side of the building there, but to see three
levels of landscaping that will obscure the building from the street.
COMMISSIONER SCHIFFER: How tall will the building be? It might be marked on that drawing
on your -- and does that drawing become an exhibit then or is that a --
MR. HANCOCK: Yes, sir. As a matter of fact that drawing has been included in our PUD from
day one. So, it's the -- again, because there are a couple of things on this that do not meet codes from
articulation requirements, it's shown as this is the style of architecture, but we will meet the current code.
Eighteen feet ten inches is the height of the level portion of the parapet.
COMMISSIONER SCHIFFER: Okay.
MR. HANCOCK: And the peak appears to be -- the peak is at 25 feet. With the planting of the
trees at 12 to 14 feet at time of planting now, the site angle should be fairly significant by doubling the tree
zone.
COMMISSIONER SCHIFFER: Thank you.
MR. HANCOCK: Yes, sir.
CHAIRMAN BUDD: Any other questions?
Mr. Vigliotti.
COMMISSIONER VIGLIOTTI: What are the intended hours of operation; how many days a week
and what are the intended hours?
MR. HANCOCK: I did discuss it again at the request of the Civic Association with Autozone.
They do operate seven days a week. I believe it's 8:00 a.m. in the morning until 9:00 p.m. at night except
for Sundays, which they open at, I believe, 10:00 a.m. to either 6:00 or 8:00 p.m. on Sundays. I'm sorry I
don't have those numbers with me. Those are generally the typical hours of operation.
COMMISSIONER VIGLIOTTI: Thank you.
MR. HANCOCK: Yes, sir.
CHAIRMAN BUDD: Any other questions?
Okay. Ifwe could hear from the staff, please.
MR. V ANLENGEN: Kris VanLengen, Comprehensive Planning.
With respect to the small scale comprehensive plan amendment, we found that there were no real
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compatibility issues. The -- the point raised concerning the parkway district, we felt, at least to some
extent, that because that district encourages a common theme throughout this relatively isolated parcel, it's
certainly not ideal in that district and, therefore, compatibility, I think, probably would not be an issue in
our mind.
The -- the petition satisfies the statutory criteria for small scale plan changes. I mean, in particular
the -- the size and lack oftechs change, and the public facilities impacts are negligible or neutral. So, with
that in mind, staff recommends approval of the petition.
MR. WEEKS: For the record, David Weeks, Planning Manager, Comprehensive Planning
Department.
Quickly, I want to mention in response to Mr. Strain's questioning, the provision in the Golden Gate
Parkway Professional Office Commercial District that allows retail uses is only applicable to properties of
150 feet of depth or greater that exist in the original subdistrict along the parkway. Now, I just confirmed
with -- with the petitioner that that front lot, that is the lot that's within that, currently in that overlay
subdistrict, and it fronts on Golden Gate Parkway is less than 150 feet. What that means is it will only be
eligible for office commercial development, not retail.
COMMISSIONER STRAIN: Unless they got a deviation to include the back lot.
MR. WEEKS: No, sir, because that's actually a requirement which you -- you cannot deviate from.
You must -- it's not a zoning requirement that you can deviate from. That -- what that means is for them to
go forward with the retail use they're proposing, they must amend the comprehensive plan.
COMMISSIONER STRAIN: They could amend it though by amending the professional office
district or amend it like they're proposing which is included in the activity center.
MR. WEEKS: That's correct.
COMMISSIONER STRAIN: Okay. One carries --
MR. WEEKS: Different avenues, but one way or another they would have to amend the
comprehensive plan.
COMMISSIONER STRAIN: And one carries different elements of conditions than the other.
MR. WEEKS: That is correct.
COMMISSIONER STRAIN: Thank you.
CHAIRMAN BUDD: Any other staff report? Mr. Bosi?
MR. BOSI: Thank you, Chairman Budd. rm Mike Bosi, Zoning Land Development Review.
I just want to say one aspect with the extension of the activity center to cover these two parcels,
Bate provision 4.07.02.A.l of the Land Development Code therefore would waive the -- the minimum size
requirement of a PUD; therefore, the .83 acre PUD that's before you would be in compliance with the __
with the land development code.
And I would also like to say that to date I haven't received any -- any written or -- or verbal
indications from any oftheir community members of opposition to the project. When I looked at it -- when
I looked at it in terms of compatibility because it's going to be limited to retail sales only and the other uses
that would be allowed during the eventual redevelopment of this parcel which will happen over time is
going to be limited to the -- the C-l commercial -- commercial office general subdistrict. I felt that that
limitation provided somewhat of an assurance that the -- the project now and in the future will be
compatible with the -- the intent of the growth management plan and the intent of the community for what
they want to see within the area.
I guess I -- I open up to any questions that you may have.
COMMISSIONER MIDNEY: I have a question.
CHAIRMAN BUDD: Yes, sir. Mr. Midney.
COMMISSIONER MIDNEY: With regard to Mark's point about this being -- Golden Gate
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highway being Level E in 2005 in a constrained roadway, what right does the developer have in terms of
adding new things on to that road?
MR. BOSI: In that respect I'm probably going to have to turn to -- to Don Scott on that direct
indication issue.
MR. SCOTT: Good morning. I didn't actually swear in because I didn't think I was going to talk
about this one.
CHAIRMAN BUDD: Please raise your right hand.
Do you swear or affirm that the testimony -- testimony you are about to give on the matter now in
hearing shall be the truth, the whole truth so help you?
MR. SCOTT: I do.
CHAIRMAN BUDD: Thank you.
MR. SCOTT: Don Scott, Transportation and Planning.
That's an estimate based on what I see as the growth out there in the last few years. I just looked at
it and it was 85 peak hour peak direction trips. Golden Gate Parkway is considered constrained for several
reasons. The community desired to have the landscaping the way it is and not revise that. We could go out
there and six lane but it's -- it's -- you know, it's the desire of the community not to go to six lanes on that
facility.
Based on that, one of the things that was added as part of the concurrency system previously was
this is part of the transportation concurrency management area where you look at the corridors parallel to it
north and south, east and west. There could be relievers to this facility. And that's why Green is being
developed as part of -- as a four-lane facility to try to take some of the traffic that comes from the estates. It
uses Golden Gate Parkway to get into this area.
Alternatives: Also Davis would be widened in the future and the section of Radio out towards
Davis also as alternatives.
So, for the purposes of this -- beyond the fact of how many trips are left on that segment, as long as
those paralleled facilities are -- are all right, 85 percent ofthem or above capacity, then they would still be
able to go. Now, if it falls below that, then they wouldn't be able to go at the -- at the time of their site plan.
COMMISSIONER MIDNEY: But this is located on Golden Gate. So, if that road is constrained,
what does it matter the collateral?
MR. SCOTT: Well, that's the -- the reason why is to say, okay, we could widen this to six lanes,
but that is not the community desire for that, so what can we do to help that roadway?
We can look at parallel facilities. Obviously, what we can look to do is some traffic operations
improvements. There's an awful lot of signals out there. There's actually an improvement at this
intersection that's going on right now with some turn lanes. But, yeah, ultimately, it's saying, okay, if you're
not going to widen that roadway, then look at the parallel roadways. That's why it's -- that's why it was part
of the transportation currency management area.
COMMISSIONER MIDNEY: Will it ever be taken off ofE and improve?
MR. SCOTT: I would guess at some point if it got -- well, let's just fast-forward 20 years. Ifit -- if
it got to that it was backed up all the time and it then was enough of an outcry to widen it, that could
change.
COMMISSIONER MIDNEY: Okay.
COMMISSIONER STRAIN: Don, you are in agreement then that the AUIR say this is going to be
deficiency in year 2005 which is the year we're in?
MR. SCOTT: Yes. I -- I wrote that and put that in there, yes.
COMMISSIONER STRAIN: I had to call in today because the 12 miles it takes for me to drive
from my house to here was almost an hour. And I went down 1-75 and ran into a jam at the typical one at
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1-75 and Davis. And I had to go down the Parkway and ran into a typical jam there and just sat. So, it
definitely is constrained.
MR. SCOTT: Yes.
COMMISSIONER STRAIN: Thank you.
CHAIRMAN BUDD: Yes, sir. Mr. Schiffer.
COMMISSIONER SCHIFFER: I have a question for Mike.
Mike, assuming they abandon the PUD, where would that leave us with the growth management plan? I
mean, what would we have at that point?
MR. BOSI: In terms of abandoning the PUD, meaning that if we walked away today?
COMMISSIONER SCHIFFER: Right. In other words, we're doing two -- reviewing two things.
But let's say they decide not to build the auto parts store.
MR. BOSI: Oh, if they decided not to build the auto parts store if this PUD was -- was approved, is
that the scenario you're asking me about?
COMMISSIONER SCHIFFER: Well, yeah. Let -- yeah. I mean, what I don't want to do is -- are
we restricting the use of this to only auto parts?
MR. BOSI: No, no. Auto parts is the only use within a C-4 category that would be allowed by the
PUD. The PUD calls for the -- the traditional uses within a C-l zoning category. And the reason why the
petitioner did this and the reason why staff wanted to see that is because it's more in line with the
commercial -- the commercial office designation that the future land use map has for the front portions of
the properties on Golden Gate Parkway.
So, if -- when the auto parts store, if it does or when it does go away, the uses that would be entitled
-- that would be entitled or the range of uses that would be entitled to any developer would be those -- those
contained within the C-l zoning designation.
COMMISSIONER SCHIFFER: Okay. Thank you.
COMMISSIONER STRAIN: Mike, when Golden Gate Parkway is connected to 1-75, the parkway
is going to be a nice avenue to -- for a lot of people to get to 1-75 quickly. And I -- I know Don Scott just
spoke about parallel roads. I'm not sure a lot of parallel roads are going to help alleviate an access to 1-75
like the parkway is going to be in the future. As the future unfolds and we see how all this plays out, is
there any reason the applicant couldn't come back and ask for this when we were more stabilized two,
three, four years from now when the road improvements were done, when the parallel roads were in place
and we knew what we were dealing with?
MR. BOSI: I would say there would be nothing that would prevent them from -- from doing that at
that time, but in the same context, I would say there -- there -- it's at this time now and they're asking for it.
And I guess the evaluation would be if the planning commission feels that constraints placed upon
Golden Gate Parkway are -- are such to the extent that no new development should be added to that -- to
that segment, because to me -- there would be somewhat of an underlying theme or message that's sent that
if a 6,000 square foot retail use could not be developed at this area because of traffic concerns, well, then
they should be put on notice that anything that's going to generate any level of -- of traffic along Golden
Gate Parkway is -- at this time because of the road constraints might not be --
COMMISSIONER STRAIN: Well, Mike, the way I'm looking at it is the parkway has a certain set
of criteria right now that the community has accepted in that our land uses that are already either there or
contemplated based on the overlays and the zoning. And that's fine. We've got to live with what we've got
on the books. That's fair. There's no reason we have to modify that at this time. If the -- if the modification
comes forward, which only encourages quicker and sooner development, there's no reason to do that right
now.
But as the future unfolds, this may be a great spot for something else -- something like this if it's
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done right, but not with -- with the problems that we have there today.
And, so, that's the difference. I mean, in one case you're not asking for anything and you have every
right to go forward. The second case, if you're asking for something, then there should be some judgment
put into the fact that this is a bad area to begin with.
MR. BOSI: And, Commissioner Strain, I -- I recognize the point and I agree with you. What I
would say is we have -- this petition and the small scale amendment and the PUD rezone was distributed to
all individual staffs. And based upon -- based upon the regulations that were -- that they were obligated to
evaluate upon, they found that a favorable -- a favorable recommendation could be made.
CHAIRMAN BUDD: Mr. Schmitt.
MR. SCHMITT: Yes. Again, for the record, Joe Schmitt, Administrator Community Development
and Environmental Services.
I -- I just would just like to add caution to the planning commission that again we're dealing with issues that
are dealt with by staff at the site development plan approval process in regards to concurrency. Certainly
this -- this panel can take that into consideration in regards to -- to recommending approval but just as Mr.
Bosi pointed out, the staff reviewed both the small scale petition and the PUD amendment based on the
current plan development code criteria. That criteria deemed that -- that the staffs recommend -- and
resulted in the staffs recommendation.
Certainly you're going beyond that in regards to imposing what you're think -- I quote your
standards in regards to the -- the transportation currency but the rules are the rules. It's a two-year window
in regards to concurrency, that the concurrency will be determined at site development plan application
process or the issuing of the local development order.
But in that regard, understand staffs position in this and where staff is reviewing it, it appears that
you're going beyond that in regards to the criteria you're imposing, but I just want to set that straight for the
record because we will be dealing with the results that if there's a -- a disagreement in regards to the
transportation assessment, again I have to turn to Mr. Scott and in regards to -- to defining are there in fact
disagreements, but -- but we did the analysis. And the analysis produced the results as -- as demonstrated in
the staff report.
COMMISSIONER STRAIN: And, Joe, we have a concurrency issue like this quite often. The fact
that someone's here asking for a modification that has impacts, are you telling us that if staff says they agree
the impacts are insignificant or non -- or -- or meet the criteria, we don't have any leeway in -- in --
MR. SCHMITT: You certainly do.
COMMISSIONER STRAIN: Then what is it you're trying to say?
MR. SCHMITT: I'm trying to say that from a staff report perspective, we've reviewed the petitions
based on the current rules in both the land development code and the growth management plan.
And -- and from that perspective we are -- we -- we made the recommendation that staff has just proposed.
You're -- if you're imposing certain criteria beyond that based on your personal experience or your
assessment that --
COMMISSIONER STRAIN: No. No.
MR. SCHMITT: -- that -- that is -- is beyond what staff evaluated, I'm just cautioning the panel in
regards to where you're going.
COMMISSIONER STRAIN: Joe, that's not where -- I'm not speaking for the panel. I'm speaking
for myself. That's not where I'm going. They're coming in and wanting to change the zoning on a piece of
property.
MR. SCHMITT: Right.
COMMISSIONER STRAIN: In order to change that zoning -- I mean, to do that they're going to
increase or change the densities on that piece as well as change what was intended for the piece in front of
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it. In my thinking, that's going to have impacts greater than what was anticipated originally for that area.
Now --
MR. SCHMITT: But I --
COMMISSIONER STRAIN: And we also know that their TIS is not accurate. So, I'm under __
trying to understand where you're trying to tell us we can't go because I don't want to go somewhere we
can't, but I thought that this meeting today was here to discuss the merits of each individual item brought
forward, and ifthere's problems with it that we see, then we have a right to bring those up and discuss
them.
If you're telling me we don't, I want to hear it loud and clear.
MR. BELLOWS: For the record, Ray Bellows.
I just want to make a little point of clarification. There's two types of traffic analysis done by staff.
One is at the time of zoning. And that is the consistency fmding with the transportation element of the
comprehensive plan. We also have a more detailed traffic review at the time of site development plan tied
into concurrency and that's I think the point we were trying to make, that we're only looking at the zoning
issues at this point not the site plan issues where concurrency would be also brought into play.
Policies 5.1 and 5.2 of the transportation element are pretty specific and this project is consistent
with that, so staff is constrained from recommending denial on something that's consistent with the
comprehensive plan.
You may, as Joe mentioned, bring up other issues and concerns, but we're still looking at the
zoning stage, not the land development stage or the site development final developmental order stage where
the concurrency issues --
COMMISSIONER STRAIN: But at this point, Ray, you can -- you can't here -- sit here right now
and say the PUD that's being applied for is consistent with the growth management plan.
MR. SCHMITT: That's correct. That's why the --
COMMISSIONER STRAIN: Okay.
MR. SCHMITT: -- small scale comp plan amendment precedes the --
COMMISSIONER STRAIN: That's right.
MR. SCHMITT: -- PUD amendment.
MR. BELLOWS: It will be once that -- if that is approved.
COMMISSIONER STRAIN: Okay. Well, it -- thank you.
COMMISSIONER SCHIFFER: Ray, also, too, in the testimony it was -- appears that he has
applied for the site development plan. He's discussing, you know, remediation to the design, which is part
of that process. So, what is concurrency giving us on this project? In other words, we're trusting the traffic
concurrency system. We never really hear the outcome. Since this one is in for application already, he's
doing everything at once, probably the building permit, too. What is the outcome of his concurrency for
traffic?
MR. BELLOWS: The site development plan cannot be approved until all the zoning is in place.
The -. the petitioner mayor may not have submitted a site plan. In some cases, petitioners do submit them
in anticipation of approval given time constraints and [mancial constraints to get certain things. Most times
they don't because things changed during the zoning process and that's very expensive to change site plans.
COMMISSIONER SCHIFFER: But it appears he has so how are we doing --
MR. BELLOWS: Well, I'm not sure how far along they are in that process. They may have just
coordinated with staff to help them along.
COMMISSIONER SCHIFFER: But -- but here's my point. Is Mark saying that the road --
according to our information, he wouldn't be able to come out on -- with a new development anyway. So,
therefore, they must have reviewed concurrency already, so how are we doing on this project?
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January 6, 2004
COMMISSIONER STRAIN: Well, what I was saying is this deficient? I don't know if
transportation is going to let them come out on that road or not. I didn't even ask that question yet. I just
said according to transportation's data they gave us last month, the road is supposed to be deficient in 2005.
It's constrained, which means they can't improve the road itself, and so that -- I guess let transportation take
it from there.
COMMISSIONER SCHIFFER: But -- and my point is we have this checkbook system, it would be
nice for us to know, you know, how those check -- you know, we never get to look at the balance or
anything.
MR. SCOTT: If this came in today and it was in our office -- sorry -- Don Scott, transportation and
planning. If this came in today and the condition is the way they are right now, it would be approved for
transportation concurrency. Because not only are we talking 85 trips or whatever it -- I mean, heck, you
might have added three this morning or whatever, but 82 trips left in there. They don't have 82 peak hour
peak direction trips. That's like a Super Wal-Mart. And then the second part of that is based on the
transportation -- the transportation concurrency management area, I'm looking at the average of those
parallel roadways and it meets that today.
COMMISSIONER SCHIFFER: Okay.
COMMISSIONER STRAIN: So, Don, a road with a failed level of service can have more --
MR. SCOTT: Yes.
COMMISSIONER STRAIN: -- added to it.
MR. SCOTT: Yes.
COMMISSIONER STRAIN: Explain that reasoning with the--
MR. SCOTT: If it's within that --
COMMISSIONER STRAIN: -- concurrency.
MR. SCOTT: If it's within a transportation concurrency management area where you're looking at
the parallel roadways. You're not looking at the one segment. You're looking at the area as it operates, the
alternatives, and that's within a TCMA. And it was mainly because of this segment in there, when he said,
hey, we don't want to widen to six lanes, what are you going to do within the whole area to improve traffic
in that area?
COMMISSIONER MIDNEY: But if people were using the alternative routes, the road would not
have been failed.
MR. SCOTT: And we've got to develop some of them. Some of them haven't been developed yet.
For -- for instance, Green Boulevard is two lanes and part of that needs to be widened to four lanes.
COMMISSIONER MIDNEY: But you said--
MR. SCOTT: Davis Boulevard has --
COMMISSIONER MIDNEY: I'm sorry.
MR. SCOTT: -- hasn't been widened yet. This is -- the part of the concurrency system is looking at,
okay, not what the problems were exactly at that moment. He said, where are we going to have problems in
the future? That's where the transportation concurrency management area cameout of.
COMMISSIONER MIDNEY: Would you just --
MR. SCOTT: But we said, all right, if we don't widen this, we know there's going to be a problem
in the future. What other things can we do in that area?
COMMISSIONER ABERNATHY: When are you going to widen Green and whatever?
MR. SCOTT: That's programmed in this work program. I think it's 2008 for construction.
COMMISSIONER ABERNATHY: 2008?
MR. SCOTT: Yeah. And Davis is 2010.
COMMISSIONER ABERNATHY: Well, this is all very comforting to people sitting in line in
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traffic.
MR. SCOTT: I -- I live at the other end of Golden Gate City. I drive it all the time. I -- I -- I realize
the other side of that. I sit in that traffic.
COMMISSIONER ABERNATHY: Green Boulevard dead ends at a canal or something, doesn't
it?
MR. SCOTT: Well, that's part of the study we just started, is to do an overpass ofI-75 and connect
it up to Livingston.
COMMISSIONER ABERNATHY: Oh, brother.
COMMISSIONER STRAIN: Don, let me try to get this straight then. If you've got a failed level of
service in a constrained road, it's in a TCMA, which you've acknowledged this has failed or is to be failed
this year, you can have -- still have all the impacts on that within the amount of capacity left even though
none should be left because it's failed --
MR. SCOTT: Right.
COMMISSIONER STRAIN: -- but apparently there's some left even though it is failed. And then
when people come before this board, if you guys acknowledge that there's capacity left because of this
global look at this one piece, we don't have latitude to -- to say this isn't the right thing to do in this area
based on traffic? Is that what is coming out of this?
MR. SCOTT: Let's turn it back the other way.
COMMISSIONER STRAIN: Okay.
MR. SCOTT: Me, my latitude. I still look at it as is the whole area operating 85 percent of those
lane miles? Are they operating above or below level of service standard? If they're operating above level of
service standard, then they can still go forward.
COMMISSIONER STRAIN: Okay. I notice the County Attorney's been real silent on this.
They're letting Ray kind of take the hits on it or bat. rm just curious from the County Attorney's Office on
issues like this what latitude are boards like ours and the BCC allowed to have when someone's coming in
and requesting a deviation or a difference from what concurrent zoning applications are for a piece of
property.
MR. WHITE: Commissioner Strain, I advise you that the latitude that you have is that which exists
in the law, and I think that the staff has properly informed you that you have the ability to consider those
facts in your deliberations today.
They may, in fact, to some extent affect your decision or recommendation today; however, the staff
is also correct in informing you that the regulations and rules that presently exist contemplate these types of
approvals, and that their recommendations to you are accordingly lawful, so --
MR. BELLOWS: In addition, we have rezoned findings and criteria that the planning commission
is subject to review and make their [mdings on. And if you go beyond those findings, I think: maybe, Pat,
can you expand upon that?
MR. WHITE: Well, if you make your -- if what you're saying, Ray, is that if the CCPC makes a
recommendation on criteria other than those that they're required to make their findings on, is that
appropriate or not? And -- and I guess that depends on what those findings may be so long as they can
reach the decision they're going to make based on the criteria they are required to consider. Any other
additional [mdings that are appropriate within the scope of their authority to make to the board are likewise
appropriate.
MR. SCHMITT: I -- I think what basically if you go -- and rll-- rll narrow it specifically in
Exhibit B at the PUD find -- rezoning.
Rezone [mdings PUD petition. This is the Exhibit 7 where the analysis by the transportation division has
determined that the closed PUD will not increase traffic congestion from that which is currently approved,
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January 6, 2004
and it goes on in that paragraph. If this panel disagrees with that, I think if in fact you both, as you certainly
have the prerogative to do so in denying both the -- the -- well, the PUD rezoning specifically, you basically
then put on the record that you disagree with the staff analysis.
I -- I guess that's what I'm trying to -- I'm trying to set the parameters here because we -- we
evaluate based on the defmed criteria that we have. And if your -- you have to basically fmd that you don't
-- you disagree with the staffs analysis on some of these that could -- to base your opinion. You have the
right to do so, I think, and that's where I'm trying to narrow the focus down and say -- so that -- that, in fact,
the petitioner and staff understands what this board has done in regards to the findings so that -- that I have
to turn to the County Attorney that we don't put ourselves in a legal position of being challenged.
COMMISSIONER STRAIN: Joe, under the item that you just cited, it says, analysis by the
transportation services division has determined that the proposed PUD will not increase traffic congestion,
that which is currently approved. You're going to have a traffic impact on the road. Their TIS
acknowledges that.
MR. SCHMITT: Right.
COMMISSIONER STRAIN: Isn't that increasing traffic congestion?
MR. SCHMITT: Well, it's based on what it's currently zoned and what currently could be built
there, so they have to take that in consideration.
COMMISSIONER STRAIN: Right. Even--
MR. SCHMITT: Though there's a vacant lot there now, there is still existing zoning and there
certainly can--
MR. SCOTT: I mean, one of the determinations in the concurrency system was, okay, if you went
out to the future and modeled what's out there, which is, you know, development on this parcel and other
parcels around the county, and say, where are we going to have problems if we don't widen some things
like Golden Gate Parkway, and that's where TCMA came up. So, it is taken into account from that aspect
and that's what the reference is based on.
COMMISSIONER STRAIN: Do we know ifthe RMF-12 that this is zoned for would have a
greater traffic impact than that which is here in front of us today? Is a retail auto parts store more intensive
than an RMF-12 on a.20 acre or whatever size lot this is?
COMMISSIONER MIDNEY: On a vacant lot.
COMMISSIONER STRAIN: Well, but the vacant lot if developed is how we have to look at it.
MR. SCOTT: The RMF-12 is about 20 percent more than what this would be.
COMMISSIONER STRAIN: How many units would that be on a -- on this small lot? I mean, you
know, you can't put 12 units on there. It's a point raised, a small lot.
COMMISSIONER VIGLIOTTI: Yeah, but --
COMMISSIONER STRAIN: Two to three -- two to three units?
COMMISSIONER VIGLIOTTI: It depends on how the site is designed. There were a lot of
criteria that kept coming up.
COMMISSIONER STRAIN: 35 feet height or whatever it is. Say you put three or four units on
there, that three or four units would generate more traffic than an auto zone part --
COMMISSIONER ABERNATHY: Tim, why don't you sit down and let the staff speak for itself?
MR. SCOTT: I think we were assuming around ten units from that aspect.
COMMISSIONER STRAIN: You would think those would generate more traffic than an auto
parts store?
MR. SCOTT: Well, you know, there's a -- there's a -- there's two sides to that, too. You build a
commercial establishment. That's an attractor. You build residential, that's a -- that produces trips because
you're going somewhere like you're going to work, you're going to --
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COMMISSIONER STRAIN: Once. You're gone for eight hours and you come back, or 12.
MR. SCOTT: Well--
COMMISSIONER STRAIN: You go to an auto parts store for two minutes and somebody else
comes in behind you.
MR. SCOTT: But a household though is not just one trip. It's seven trips per day. It's not just you.
It's the mailman going to your house. It's all the other things that go with it, the services that go with it.
COMMISSIONER STRAIN: That's why it's better to have basically retail-commercial everywhere
and take out all the residential.
MR. SCOTT: Well, not -- no. You've got to have a balance. That's -- that's the one aspect of this.
And that's why the estates is such a big producer because it doesn't have as much of the attractors for it.
And that's why this is all the big attraction right here, everybody coming here.
CHAIRMAN BUDD: Okay. Let's recapture where we are in this process. We heard from the
petitioner, followed up with presentations by the staff. Weare mired down in staff questions.
When we can conclude those, we'll see if there's any registered public speakers, then summary comments
by the petitioner. Are there any other questions of the staff at this point?
COMMISSIONER SCHIFFER: I just have one and it's to Joe and Ray, but let them -- they're in
conference.
Anyway, Joe --
CHAIRMAN BUDD: Schiffer has a question for you.
COMMISSIONER SCHIFFER: And, Ray, both could answer this thing is that, you know, and we
come to this point a lot is that studying this thing in terms of planning, the traffic, I'm assuming, is going to
be covered by the checkbook system we came up with, which you really just started to use. In other words,
the battleground for the roads being congested and all that is really how we monitor the checkbook, which
I'm assuming if we approve a site like this that that will be checked later. Is that a naive position or--
MR. SCHMITT: Again, I turned to Ray because Ray -- Ray explained it's at two points, one at the
rezoning and one at the local development one. Go ahead, Ray.
MR. BELLOWS: That's correct. The -- the purpose of zoning is to look at the land use
relationships. That includes consistency with the comprehensive plan. And the comprehensive plan has a
traffic element and the county for years and years has adopted the policy 5.1 and 5.2 as our standard for
granting rezones.
And this project is consistent with those policies. It's not lowering the level of service below what
it already is. It may add additional trips to a constrained roadway but it's not a significant impact. That is
defined by the comprehensive plan.
So, staff is constrained, but over the years as -- when the county failed to make some road
improvements, you know, four or five years ago, we got roads that fell under some congestion. We
implemented this checkbook concurrency that was to be done at the time of site development plan review,
that way that takes into account projects that have already been zoned that we can look at and determine if
they meet all the traffic impact criteria. You know, if the roadway is constrained and it didn't meet the
check concurrency, was no capacity left, we would not issue the site development plan approval.
MR. SCHMITT: I could take that one step further because I'm going to talk about a project you're
going to see in the future at the next planning commission meeting where staff -- and I won't give the area
or the name, but staff clearly identified in the rezoning that doesn't meet the criteria and is recommending
disapproval. And -- and that's going to be a point in contention.
Now, so -- so, it's based on the staff analysis. Transportation does its analysis. This panel certainly
has the liberty, and I want to stress again to Commissioner Strain, has the liberty to disregard staffs
assessment.
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All I'm asking is that if your -- in your findings you quantify that so that that is a matter of record
because -- I guess I just want to make sure that the point of danger is by personal experience or your
assessed opinion that -- that's somewhat in the danger point. I have to turn to the County Attorney in that
regard. What you'd have to do is focus it on a specific point and say, okay, based on -- on this analysis.
And you disagrees with staff analysis, fine. And then you render your opinion and -- and we move on.
COMMISSIONER SCHIFFER: But here's what I'm saying is, for example, we looked at a piece of
land and -- and we thought that the use of the land could have a density, let's say a high density. I'm under
the assumption that the control of whether he can build that density is going to be at the -- at the site
development plan process when you review it with a checkbook concurrency.
MR. SCHMITT: That's right.
COMMISSIONER SCHIFFER: So, in other words, theoretically we can give it more density than
obviously could ever be built in present day. But over time as roads shift, traffic shifts, roads are improved,
that he may in fact be able to do that ifhe could meet the concurrency requirements ofthe checkbook.
Is that a naive statement?
MR. BELLOWS: That's the intent of the purpose.
COMMISSIONER SCHIFFER: Okay.
MR. BELLOWS: My understanding, that's the intent ofthe purpose.
COMMISSIONER SCHIFFER: Because the front line on traffic is the checkbook. It's not the
approval of density on property.
Is that true or false or --
MR. SCHMITT: Well, the density is based on consistency with the comp plan. So, you're -- you're
MR. BELLOWS: And consistency with the surrounding land --
MR. SCHMITT: Compatibility with surrounding lands.
COMMISSIONER SCHIFFER: But we could approve density greater than the road could take and
it would be absorbed as the road could take it.
MR. BELLOWS: We have a traffic impact statement that takes into account existing development
plus future development that's zoned but not built. That is then placed on a -- the existing road network and
the committed road improvements.
COMMISSIONER SCHIFFER: Right.
MR. BELLOWS: Now they're found consistent with the resulting level of service and -- and -- and
trips, then we're -- we're going to recommend approval. There was also criteria in there that says what is a
significant impact? And this project has been found consistent with that. It's not a significant impact in
regards to that definition.
COMMISSIONER SCHIFFER: Okay. Thanks.
CHAIRMAN BUDD: Mr. Abernathy.
COMMISSIONER ABERNATHY: I would like to ask the County Attorney, is there a way that we
could condition our approval if it were to be forthcoming on this petition, or whatever it would be by that
point, this project coming back for our review of the site development plan?
MR. WHITE: I'm unaware of anything that authorizes that type of a condition. It would effectively
be a modification of the county's procedures.
COMMISSIONER ABERNATHY: Does anything prohibit it?
MR. WHITE: I can't point you to anything in the regulations that specifically would prohibit it but
-- because it is not contemplated within your authority.
COMMISSIONER ABERNATHY: Well, it just seems to me from a philosophical point of view
that we lose control of this system, we're being asked sort of -- I remember my Sunday school days, trust
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January 6, 2004
and believe, all things are possible. We're asked to approve this because, oh, it will all be okay at SDP time.
How many SDPs are ever turned down? Doggone few that I have ever heard of.
MR. WHITE: I think the point, Commissioner, is that if the Board of County Commissioners
wanted to have a process that operated in that fashion, those would be the rules that we would operate
under. And although there may not be anything I can specifically point this body to that prohibits from
imposing that type of a condition, it arguably would create a procedural variance from our existing rules.
And as I probably explained to this board a time or two, a procedural variance is not something that is
possible.
So, effectively although there is nothing that prohibits it because there's nothing that authorizes it
either, it seems to me that it would be stepping out on a -- on a branch that the law wouldn't support.
MR. SCHMITT: Well, let me just for the record --
COMMISSIONER ABERNATHY: What if we just suggested that that would be an appropriate
avenue?
MR. WHITE: I believe that if you want to make a separate recommendation as to changing the
procedures, that the county operates to create development approvals, that that is something that's within
your scope of authority to do to the board of county commissioners, and a corresponding exchanged either
through the land development code or other regulations could then be considered.
That would be the established process so that folks who are making petition to the county for approvals
would know what the rules are at the time they applied, rather than having the rules modified in the midst
of the process.
COMMISSIONER ABERNATHY: Well, I'm not modifying it and I'm telling the petitioner right
now that my ability to vote favorably for this project differs based on whether I can have a look at the SDP
or not, so --
MR. WHITE: I think --
COMMISSIONER ABERNATHY: Well--
MR. WHITE: -- your concern is --
COMMISSIONER ABERNATHY: -- I'm not proposing that every project SDP come back to us,
but in cases where we're being told that everything is going to be okay in a couple of years, then that's the
last we ever hear of it.
MR. WHITE: Well, I understand your concern and I believe it is one that if it is, quote, systemic,
then it ought be treated by systemic changes to the rules. We -- we have the rules and we adopt them and
we approve them and we operate under them with the understanding and expectation that they will be
followed by all. And I am not aware that this project will be able to obtain any further development
approvals, assuming it obtains any today, at a subsequent point in time unless it complied with those rules
as they then existed.
COMMISSIONER ABERNATHY: Okay.
CHAIRMAN BUDD: Miss Student, did you have any other comment? I didn't know if you did.
MS. STUDENT: Not -- not in light of Mr. Abernathy's qualification that he wasn't looking for the
planning commission to look at off site plans. I was going to make --
CHAllUdANBUDD: Oka~
MS. STUDENT: -- a comment if that were the case.
COMMISSIONER ABERNATHY: No, no. I'm not proposing that.
CHAllUdAN BUDD: Very good. We're still trying to conclude with questions of staff. Are there
any more questions? We'll move on.
Are there any registered public speakers on this item?
MR. BELLOWS: No registered speakers.
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January 6, 2004
CHAIRMAN BUDD: Do we have any summary comments by the petitioner?
MR. HANCOCK: With respect to your time schedule today as briefly as I can, there are two issues
that I'd like to address. And, Mr. Abernathy, my apology for raising your ire with speaking with staff. I was
trying to confirm a point, which I'll now attempt to convey to you.
When the staff calculates the TCMA for any segment in Collier County, they look at the land that is
there, what it is zoned and what it potentially may be zoned. In the case of this particular project, the front
half is looked at as a commercial parcel. So, when they factor the TCMA, the assumption included that the
parcels within the office parkway district would be developed commercially. The piece behind it would be
developed RMF -12.
That is the background traffic that is assumed in development of the TCMA. So, the TCMA
doesn't say it's vacant, there's a zero count on it now, and any zoning or any additional approvals on it add
to that. The TCMA factored in commercial on the front, RMF-12 on the back. So, that's the background.
The question in how this project does or does not impact the system is a comparison between what
is being proposed and what was assumed as the background for those two pieces. That comparison for
staffs part on this project produced a negligible result, a wash, if you will, that the background that was --
that's already assumed by the TCMA to be in place, which resulted in the constrained facility is minimally
different if different at all from what's being proposed.
The second item is when we start looking at transportation numbers and trip generation. And -- and,
Mr. Strain, your frustration is understood because no one can envision how residential could be more
intensive than retail. However, the numbers are -- are what they are. Either we use all of them or we throw
all of them out. And the realty is that a multifamily unit produces seven point some odd trips per day, out
and back. Commercial has a generator itself. And we discussed, Mr. Strain, the total daily difference on
this one is a range of, you know, from background to this, zero to 72. The peak hour of that is three or four
at the most.
So, the comparison that if this were developed RMF-12 under its current zoning, that it would be
comparatively intensive from a traffic standpoint to commercial assumes the understanding that there are
people that are on their way from A to B and stop to get things. And believe it or not, auto parts work that
way in a lot of cases. Windshield wipers, car fresheners, a lot of those items are things people pick up
similar to a convenience store application.
So, when you look at a stand-alone retail component like this, it's not a generator. And the people
leave their house all over the county to come here like they would a Wal-Mart or a shopping mall or a
movie theatre. It is in fact a convenience retail facility and, therefore, that number is smaller than it would
be if it were a generator. And, Mr. Chairman, I thank you for your time.
CHAIRMAN BUDD: Thank you.
With that, we'll close the public hearing.
We're going to be looking for two separate motions. The first should be addressing CPSS-2004-l,
that being the small scale amendment to the Golden Gate area master plan future land use map in the form
of a recommendation to forward to the Board of County Commissioners either recommending approval or
denial. Do we have a motion?
COMMISSIONER ADELSTEIN: I so move --
CHAIRMAN BUDD: Mr. Adelstein.
COMMISSIONER ADELSTEIN: -- for approval. For approval.
CHAIRMAN BUDD: Motion for approval by Mr. Adelstein.
Do we have a second?
COMMISSIONER SCHIFFER: I'll second.
CHAIRMAN BUDD: Mr. Schiffer has a second. Discussion on the motion for approval?
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January 6, 2004
COMMISSIONER STRAIN: I will not support the motion based on the fact that I do not agree that
the traffic congestion issue is -- is not going to be improved. I think that this is going to have more traffic
congestion. And I don't believe that the intent of the professional office overlay is being met obviously
because they're trying to move out of that overlay into another district and I think that overlay was put in
place by the people of the area for a reason. So, those are my main objections.
CHAIRMAN BUDD: Other comments on the motion?
Mr. Midney.
COMMISSIONER MIDNEY: I think that the auto zone would be har -- harmonize with the
neighborhood, if the traffic capacity were adequate, but I'm going to vote against the motion because I
disagree with the staff analysis that this will not increase this traffic substantially on a failed roadway
segment.
CHAIRMAN BUDD: Yes, Miss Student.
MR. WHITE: I'm assuming that --
CHAIRMAN BUDD: Or, excuse me. Mr. White.
MR. WHITE: The purposes of your discussion now are specific--
CHAIRMAN BUDD: Yes, please. I appreciate that clarification though. The discussion should be
specific to the small scale amendment --
MS. STUDENT: Small scale amendment --
CHAIRMAN BUDD: -- to the master plan. We're not on -- we will be taking action on the PUDZ
rezone in a moment.
MS. STUDENT: Small scale amendment is legislative and, you know, there needs to be internal
consistency with the comp plan and I think consistency with 9-1-5 in the statute and the statute authorizes
small scale amendments. It is legislative in nature, so it's fme to state a reason for -- for the motion or
against, that's fine, but you're not required to make the same kind of fmdings for the legislative action that
you will for the subsequent rezoning action because that is quasijudicial.
CHAIRMAN BUDD: Mr. Adelstein, you had a comment?
COMMISSIONER ABERNATHY: This is -- yes, I do. This is not with this particular case. This
is an issue that has come up so that ifthere is a situation that could be needed, it can be acted upon now.
We1re not dealing with a case we're talking about. We're talking about the concept. And I see no reason
why we should look at the two of them together.
CHAIRMAN BUDD: Miss Caron?
COMMISSIONER CARON: My only comment is that we have a Golden Gate master plan.
People worked long and hard to set up that plan. Now, I'm not sure that I see the need for a change at this
point.
CHAIRMAN BUDD: Mr. Schiffer.
COMMISSIONER SCHIFFER: And I -- this is actually just to Mark. Mark, when I'm looking at it
for the comprehensive plan, I'm seeing -- really what they're trying to do is take these two lots and make
them C-l. Is that something that you think would be out of the overlay or -- that was essentially what they
have now is almost comparable zoning on the front lot; right?
COMMISSIONER STRAIN: It's not out of the -- I mean, the back lot is out ofthe overlay, that's--
COMMISSIONER SCHIFFER: Correct.
CHAIRMAN BUDD: Commissioner--
COMMISSIONER SCHIFFER: So, since what we're doing is we're adding it to -- to C-l use --
COMMISSIONER STRAIN: Auto part stores based on the depth, which they would have ifthey
had that second lot, I believe -- maybe someone could correct me if I'm wrong -- would then qualify for that
depth, so from that perspective, I think they meet the overlay.
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But by coming out of the overlay completely, I don't know if the other benefits of the architectural criteria
and the buffering are being lost. And that's what my concern --
COMMISSIONER SCHIFFER: But -- and here's the problem I'm having. And I really don't like
the situation where we have a double -- a double application. I definitely think we should do comp plans
and then down the road you do the other. So, what we're doing right now is purely -- I'm just looking at it
from -- remember the -- the exhibit he had where he changed it to red. That's the level I think: the comp
plan has had and -- and I'm really -- don't see why -- how that would affect the overlay just changing that
back lot to add it to what the front lot can do now.
COMMISSIONER STRAIN: Well, I'm not -- you know, I'm not--
COMMISSIONER SCHIFFER: Now, the next--
COMMISSIONER STRAIN: -- going to debate with you --
COMMISSIONER SCHIFFER: You know, at the next--
COMMISSIONER STRAIN: -- my friend.
COMMISSIONER SCHIFFER: -- breath after we vote on this, we can discuss setbacks --
COMMISSIONER STRAIN: Correct.
COMMISSIONER SCHIFFER: -- and other issues.
CHAIRMAN BUDD: Any other discussion on the motion that is on the floor?
There being none, we'll call the question.
All those in favor of the motion to forward with a recommendation of approval, please signify by
saymg aye.
Aye.
COMMISSIONER ADELSTEIN: Aye.
COMMISSIONER SCHIFFER: Aye.
COMMISSIONER CARON: Aye.
COMMISSIONER VIGLIOTTI: Aye.
CHAIRMAN BUDD: Could you raise your hands, please, so I can see what we've got?
We've got one, two, three, four, five in favor.
All those opposed, say aye.
COMMISSIONER MIDNEY: Aye.
COMMISSIONER STRAIN: Aye.
COMMISSIONER ABERNATHY: Aye.
CHAIRMAN BUDD: Five three. The motion carries on the small scale amendment.
Moving on now to the PUDZ-2004-AR-5987, also looking for a motion to --
COMMISSIONER ADELSTEIN: I move --
CHAIRMAN BUDD: -- to forward.
Go ahead.
COMMISSIONER ADELSTEIN: I move that AR-5987 be forwarded to the board of county
commissioners with a recommendation of denial.
CHAIRMAN BUDD: Do we have a second on that motion?
COMMISSIONER VIGLIOTTI: I'll second.
CHAIRMAN BUDD: We have a motion by Mr. Adelstein, a second by Mr. Vigliotti.
Discussion on the motion to deny?
MR. WHITE: Commissioners, I believe it would be very helpful for the Board of County
Commissioners to have specific indications of the rationale for your recommendation of denial.
CHAIRMAN BUDD: Mr. Adelstein, as the motion maker, could you add some clarification as to
your reasoning?
Page 27
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January 6,2004
COMMISSIONER ADELSTEIN: Road adequacy.
CHAIRMAN BUDD: Okay. Any discussion on the motion, further clarification on the -- the
thoughts on this.
COMMISSIONER CARON: I didn't hear what he said.
CHAIRMAN BUDD: He said road adequacy.
COMMISSIONER CARON: Okay. Thank you.
COMMISSIONER ABERNATHY: Well, I would say, and I think it's the same thing stated
differently, that Number 17 on rezone findings talks about the impact on the development on ability of
adequate public facilities and services consistent with the level of services adopted in the growth
management plan and the responsive staff in the rezoning of this property will eventually result in a
creation of a commercial development. The site development plan and/or plat will be reviewed for
compliance with the level of service required for public facilities. I don't have confidence in that process, so
I'm voting against.
CHAlRMAN BUDD: Any further discussion?
COMMISSIONER ABERNATHY: I mean I'm voting for the motion.
CHAIRMAN BUDD: Yes, sir.
Any further discussion?
There being none, we'll call the question.
All those in favor of the motion to deny, please say aye.
COMMISSIONER ABERNATHY: Aye.
COMMISSIONER ADELSTEIN: Aye.
COMMISSIONER CARON: Aye.
COMMISSIONER MIDNEY: Aye.
COMMISSIONER SCHIFFER: Aye.
COMMISSIONER STRAIN: Aye.
COMMISSIONER VIGLIOTTI: Aye.
CHAIRMAN BUDD: Those in opposition say aye.
Aye.
Okay. Motion carries to deny eight to one. Excuse me. Seven to one. My math was bad.
With that, we'll take a ten-minute break.
(A recess was had.)
CHAlRMAN BUDD: Ifwe could start gathering ourselves together and resume the Planning
Commission meeting, please. Okay. We've got our Planning Commissioners back so we will call this
meeting back to order and start out with the Comprehensive Planning Cycle 2004 Amendments.
Sir.
MR. WEEKS: Mr. Chairman, Commissioners, David Weeks again for the record, Planning
Manager, Comprehensive Planning Department.
I just want to make a few brief overview comments about the petitions that are to follow. Certainly,
we're aware that the protocol is that the petitioners will go first for the private sector petitions, but again I
want to make some -- some general comments.
First, as has already been noted in the previous amendment, all of these comprehensive plan
amendments are legislative. They're not quasijudicial so you are not required to have a swearing in of the
participants, nor are you required to offer ex parte communications.
These are planned amendments, not rezonings, as you more typically deal with. Some of these are site
specific and they would be implemented through a subsequent rezoning action, but nonetheless these are
planned amendments only.
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January 6, 2004
And these -- this is the transmittal hearing. This is the first of two -- two hearings before this body.
Both the Planning Commission and the Board will hear these and decide whether or not to transmit these
to various state agencies for their review. And then, if they are transmitted, then you will see them a second
time at the adoption hearing which you would be making your fmal recommendation to adopt or not to
adopt. But today you're making the -- the recommendation. You could think of it as a preliminary approval
or denial. Final denial or preliminary approval if you should recommend to transmit these amendments.
Procedurally, again, we're aware that the petitioners will go first for those private sector
amendments. Staff will follow up with the brief review of our analysis, our findings and conclusions,
including public facility impacts as well as our recommendation itself and we will advise you of any public
comment that we receive, correspondence, phone calls, et cetera.
And, finally, as always, we would appreciate the collection of your binders at the conclusion of this
hearing to use subsequently for the Board hearing and also to send to those state agencies.
Thank you.
CHAIRMAN BUDD: If you could help me with some further explanation because it appears in
2005 it's going to be the flavor of the day to do site development planning at the Planning Commission
level. Could you provide some clarification where the boundaries are because I think we're going to have
extensive conversation of what we are considering and what we are not considering and what are the
boundaries? Could you provide some general overview to help focus us this morning?
MR. WEEKS: Sure.
First of all, these amendments are the regular or full or large scale amendments. They're not small
scale.
The difference is -- as an aside from the fact that you get two views of it, the -- we -- we --
procedurally staff does not allow a rezoning petition to be brought to you as a companion item with the
planned amendment, not a transmittal. It must wait until after the adoption has occurred. So, you will not
see them simultaneously. That's a staff level procedure. And the reason for that is because there's a -- such
a lengthy time period between adoption if that occurs to a planned amendment and its effective date
because it has to be sent to the state agency, Department of Community Affairs, for their compliance
determination with state statutes. That's a 45-day review. A certain number of days for us to get it up to
them and then even after they make their final discussion, there's a 21-day challenge period.
So, roughly speaking, from the date that the board approves a plan amendment, it's about 80 days
before it becomes effective, assuming all goes well, that is a compliance finding and no challenge filed.
That's the reason that staff has said, no, it's not appropriate to have the rezone considered at the same time.
None of these here are small scale amendments so they're in that same vein, that you will not have a
companion rezone before you.
The purpose of the plan amendment is to establish the parameters. The growth management plan is
required to establish the -- the land uses allowed, the intensities and the densities allowed. It does not have
to get into the level of detail, as some amendments do, and historically we have done in this county, to get
into the -- the level of detail of specific access locations or prohibitions on heights of -- of buildings and
setback requirements. Again, in some cases we have and there's no prohibition on that but it is not
necessary. It is not a requirement. Again, the primary parameter is the intensity of the land uses, what types
of uses are allowed, perhaps a square footage cap because that's part of the intensity and then also, ifit's
residential, the number of units per acre.
I hope that's helpful.
CHAIRMAN BUDD: You've mentioned that this is the first hearing. What is our calendar; first
hearing, second hearing, Board of County Commissioners, and then transmittal?
MR. WEEKS: The County Commissioners will hold their transmittal hearing on January the 25th.
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January 6,2004
Probably around June. I would say probably June that you would be holding your adoption hearings on
these and then the Board to follow a few weeks later.
CHAIRMAN BUDD: Okay. Very good.
Any other questions?
Mr. Strain.
COMMISSIONER STRAIN: Margie.
CHAIRMAN BUDD: Oh, I'm sorry.
Miss Student?
MS. STUDENT: And unlike the previous amendment, the small scale, which is where you were
recommending adoption, as Mr. Weeks stated, this is transmittal and you just have the majority -- either the
majority ofthose that are here rather than a majority of the entire membership of the board. That's a
difference that exists in special ec. So, I wanted to put that on the record that there is a difference because
this is transmittal.
CHAIRMAN BUDD: And the typical motion will be a recommendation to forward with approval
or denial to the Board of County Commissioners?
MS. STUDENT: Yes, that's -- that's correct.
And also for purposes -- you have several individual petitions here and the way we've done this in
the past for purposes of voting when we've had differences to many elements is I think on the individual
petitions we've actually taken a vote. When we've just had staff ones that involve different elements, there's
been a straw vote at the end of each element with the motion to approve at the end. So, either way the chair
wants to handle it, I think it might be more convenient, however, to take a vote at the end of each one of
these since most of them are the individual petitions.
CHAIRMAN BUDD: We'll proceed in that manner.
COMMISSIONER STRAIN: I have a question.
CHAIRMAN BUDD: Mr. Strain, you have a question.
COMMISSIONER STRAIN: David, what kind of advertising was done for these Growth
Management Plan Amendments?
MR. WEEKS: The -- the actual advertisement is a full-page legal ad in the Naples Daily News.
COMMISSIONER STRAIN: Was there any notification of surrounding property owners that--
within a radius kind oflike we have in the LDC, which is an issue that this panel has asked to have
implemented? I guess it never went anywhere but -- so, there's nothing like that that you know of?
MR. WEEKS: No, sir. The only -- the statutory requirement is a quarter page legal ad based upon
previous recommendations to this commission that changed about a year or two ago to a full-page ad with a
map specifically identifying the loca -- well, generally identifying the location of each of the petitions with
an arrow pointing to the site and a petition number and that corresponds with the text of that petition
number that gives a very brief -- similar to the title in your -- your staff report, a title explanation of what
the petition is about.
COMMISSIONER STRAIN: So, unless the public was able to decipher that one-page ad and catch
it when it ran, they're not going to be aware of what's being said here today.
MR. WEEKS: That's probably a fair statement.
COMMISSIONER STRAIN: Okay.
MR. SCHMITT: Mr. Chairman, just for the record, this -- this Board did recommend a change in
the Land Development Code to conduct a neighborhood information meeting type of activity or a meeting
associated with comp plan amendments. As is done now with any rezoning, the Board did direct staff to
amend -- make that amendment and that will be part of the amendment packet for the spring cycle this year.
So, it is not in -- it is not in place and is -- is yet to be developed because, as you well know, we do
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this on two cycles per year and the Spring Cycle Amendments are just being put together now, which you'll
__ won't be coming due for final approval until sometime in June. I have a date but you don't need that now.
But -- but -- so that I just want to make, for the record, for the Board to understand that your -- your
petition was heard by the Board of County Commissioners and the changes will be forthcoming but do not
impact this -- this amendment cycle.
CHAIRMAN BUDD: And just to clarify the calendar although you're expecting that advertising to
be procedurally changed in June, that will not occur in time for the second hearing on these items, so they
will not have onsite advertising.
MR. SCHMITT: That's correct. We -- these were under the current procedures that exist, as Mr.
Weeks said. Basically, it's an advertisement in the Naples Daily News that publicly proclaims the intended
change to the -- the Future Land Use Element or the Future Land Use Map or the Growth Management
Plan. But beyond that, there's no other notification process.
CHAIRMAN BUDD: Is there anything that would prevent a petitioner in a spirit of good will and
public interest of providing site advertising so that at some future hearing that potential philosophical
objection could be addressed even though there is absolutely, clearly, no regulatory requirement?
MR. SCHMITT: I -- I see none, and if that's something this panel wishes to suggest to an applicant
prior to the adoption hearing, I -- I guess they could -- there's nothing that would mandate it but it's certainly
a suggestion.
CHAIRMAN BUDD: Purely at their discretion.
MR. SCHMITT: I don't know if you want to comment on that.
MR. WEEKS: The only -- specific comment I was going to make was the next available cycle,
unless it gets closed, which we -- staff probably will -- will ask for so that we don't have concurrent private
sector amendments while we're going through the massive EAR amendment process. The next cycle would
be in 2006 so the LDC Amendment would be in place by that time regarding the neighborhood information
meeting. Even if the 2005 cycle is open, the submittal date is in April, we don't -- we don't have the
hearings typically until the fall or as late as now or -- or even later, so there -- there would again be time for
those amendments to be in effect to require the -- the meetings to occur.
CHAIRMAN BUDD: But for our cycle that we're in with the -- a determination hearing in June at
the petitioner's option, they -- they could consider onsite advertising before our adoption hearing?
MR. WEEKS: Yes. It would have to be a -- a choice--
CHAIRMAN BUDD: A personal choice.
MR. WEEKS: -- to do so as opposed to a regulatory requirement.
CHAIRMAN BUDD: Absolutely.
Mr. Strain, you had additional questions?
COMMISSIONER STRAIN: Is this considered one transmittal package?
MR. WEEKS: Yes, sir, it is.
COMMISSIONER STRAIN: Do you know that there's a Growth Management Initiative being
proposed by DCA? And one of the complaints that DCA is trying to fix, and I'll read two sentences.
Present law limits local governments, two adoptions per year but does not specify a limitation on
proposed amendments. Some local governments transmit multiple proposals, then adopt all in one package
thus frustrating public participation by confusing citizens to try to follow the process.
Are we doing that?
MR. WEEKS: I don't think so. I -- I think what they may be referring to is having transmittals on
different dates. For example, a transmittal hearing today and then have another one a month from now, and
yet when it comes time for adoption, adopt them all together.
We are today and have historically done these all in one package, so it's one set of hearings, not spread out
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amongst various dates.
COMMISSIONER STRAIN: Thank you.
CHAIRMAN BUDD: Any other preliminary procedural questions?
We'll start with our first Growth Management Plan item, which is CP-2004, a petition to modify the
urban residential fringe subdistrict to allow affordable housing density bonus on the east side of Collier
Boulevard, south of Davis Boulevard.
Mr. Y ovanovich.
MR. YOV ANOVICH: Yes. Good morning. For the record, Rich Y ovanovich, representing the
petitioner.
The petitioner today is the San Marino Joint Venture, and that is a j oint venture between Waterways
Joint Venture, which is a private sector developer that you've seen projects for before, and Habitat for
Humanity for Collier County.
With me today are Richard Davenport, who's with Waterways, Sam D'Urso, who's with Habitat for
Humanity, Dwight Nadeau with RW A, who is the planner on the project, and Reed Jarvi with Vanasse and
Daylor, who is the transportation consultant.
This is a -- I would say the -- probably the first joint venture between Habitat and a __ and a public
developer to where they're coming together under a joint venture. They've acquired the land. They want to
go forward and build a project that will have market rate housing in it as well as Habitat for Humanity
housing in it. The property is located -- it is located on the east side of Collier Boulevard, about a mile and
a half south of the Davis Boulevard-Collier Boulevard intersection, and about a mile and a half north of the
Rattlesnake Hammock-Collier Boulevard intersections.
In green, that's the 196 acres that's before you today. The portion in orange is the property,
approximately 40 acres, that has already been developed within the existing San Marino POO. And as your
staff report points out, there's an existing PUD on the project that would -- that allow 352 residential units
and a golf course. The request today is to include this 196 acres in the comprehensive plan provision that
would allow this property to come in and ask for a rezone to go -- to go above the one-and-a-half-unit per
acre base density if affordable housing is included.
By way of history, about a year or so ago, a Comprehensive Plan Amendment was brought to the
Board that would have allowed any property within the urban residential fringe to request affordable
housing density bonus. The Board of County Commissioners preferred to look at it on a
property-by-property basis, so they adopted text that would allow for an up to six-unit-per-acre density
bonus for at that point -- at that time a 55-acre parcel. We're asking to add to that 55-acre parcel our 196
acres.
We have provided an analysis as if we are asking for the full six-unit-per-acre density bonus. That's
what we have to do because that's what the text theoretically would allow us to come in and ask for is the
full six-unit-per-acre density bonus. I want to point out a couple of things about the existing text and then I
want to give you some of the specifics of what's going to happen when we come through later.
The existing text has some more stringent requirements for the urban residential fringe than exists
in the current LDC if you were outside the urban fringe and you used the standard affordable housing
density bonus matrix. It's more restrictive on our piece of property than it would be if you were in a -- the
regular urban area in two respects.
One, if you were to use the regular matrix and provide 30 percent affordable -- very low affordable
housing and it was for sale, you can get a density bonus of up to seven units per acre. We're capped at six
units per acre. We can't ask for more than six units per acre. Ifwe were regular urban area, we could ask
for seven units per acre. So, the comp plan language already is more restrictive than you would find in the
general urban area.
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Second, it requires that 30 percent of the units, the bonus units, have to be affordable. Under the
matrix -- and I'll give you an example because -- for what we're coming through. Under the matrix, that
percentage could be much lower and I think it will help by giving you an example of what we're -- if this
Comprehensive Plan Amendment is approved what we're going to be coming through with in the future
with a -- with a rezone. And your staff record alluded to the fact that we have environmental issues, so
we're never going to achieve the maximum of six units per acre. If this is approved, we'll be coming
through with a project that would ask for four density bonus units. So, on the 196 units -- 196 acres, we'll
be asking for 785 units. That's a density of four units per acre.
Of those 785 units, 236 of them will be affordable serving the very low category, which is the --
which is, I believe, 50 percent or less of the median income. So, that's the -- the lowest of the affordable
categories. We'll be serving that category. 549 of those units will be market rate.
Ifwe were in the rural area and we were applying the matrix, we would only be required to provide
ten percent of the 785 units to get a four-unit-per-acre density bonus. But since we're in this -- we're in this
Comprehensive Plan designation, we're still required to provide 30 percent. So, it's a more restrictive and --
and I would say more favorable to providing affordable housing than the existing restrictions and
regulations that apply in the urban residential fringe district.
I'll just quickly, since I brought up the topic of what we're going to come forward with, that -- again,
that's a four-unit-per-acre request on the 196 acres. The overall project density, if you wanted to include the
San Marino portion of the project that's already been developed, which we're not asking to have eligible for
density bonus, the project density would be 4.8 units per acre. Under the urban residential fringe density
bonus language that already exists, we could theoretically ask for seven-and-a-halfunits on the entire 235.
We're not doing that. We're asking for a density bonus of four units on the 196 acres that's not developed,
but the overall project density, just so people would understand, would be 4.8 units per acre, less than the
maximum threshold of what could be asked for.
I think there's no question that Collier County is -- is lacking in providing affordable housing for the
very low income categories, especially owner occupied affordable housing. The comp plan provision that
we're asking to be subjected to requires that we provide 30 percent of the bonus unit as affordable. It
requires that they be owner occupied and we're going to be providing to -- providing those units to the very
low income category.
Your staff has recommended approval of this project. Your staffhas analyzed all ofthe major
infrastructure issues; roads, water and sewer, and has found that we are in compliance and do not
significantly impact the major infrastructure. They have recommended that you all forward this to the
Board of County Commissioners with a recommendation of approval. Weare requesting that you follow
your staffs recommendation.
I'm going to ask Mr. D'Urso to -- or Dr. D'Urso to speak for a minute, and then after he's done, we'll
be available to answer any questions you may have regarding our proposal.
DR. DURSO: Good morning. For the record, I'm Dr. Sam Durso.
It's my honor to serve as president of Habitat for Humanity of Collier County. For the past 12 years,
my wife and I have served as full-time volunteers as advocates for affordable housing and building of
affordable housing in Collier County.
Habitat for Humanity has now built over 700 homes in Collier County. 600 of those have been
built in the last 12 years under my direction. Weare the main provider of owner occupied affordable
housing in this county. This past year alone we built 115 homes in Collier County for the working poor.
This makes us the number one Habitat affiliate in the world. We should be proud of that. The number two
Habitat affiliate only built 88 homes, so we're 27 homes higher than the second largest producer in the
country.
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The need for affordable housing in this county gets worse and worse. As much as we've done,
there's still a tremendous need for affordable housing in this county. The Naples Daily News today has an
interesting article on growth management. You all should read it, but at the end of the article it says that
Collier County has already missed the boat on affordable housing. And in Lee County they're saying __
everybody in Lee County that needs affordable housing is going to be going to Charlotte County. For years
we've been saying everybody in Collier County is going to Lee County. But read that article. It's very, very
interesting.
We've accomplished a great deal. We need to continue -- continue the battle. The increasing cost
ofland makes the situation much worse. The county has spent a great deal of time and money recently
improving the roads, but certainly not enough time in our opinion on affordable housing. The lack of
affordable housing greatly exacerbates the road situation. Most of the people working in the service
industry in this county cannot afford to live here. They must drive many, many miles to get to work. This
aggravates the road situation and this is not taken into consideration when we do traffic counts on specific
projects.
But what I'm trying to tell you is that our project is going to improve the road situation by getting
people living in affordable houses much, much closer to the jobs. Recently the Board of County
Commissioners adopted a policy of a not -- not allowing any density bonus for affordable housing in the
coastal zones, south of 41 and west of Airport Road. This obviously puts greater pressure in the other areas
of the county.
In the TDR program, which you folks talk about, there is no adequate density bonus for affordable
housing and there won't be one considered for -- for a number of years. So, we can't build out there either.
So, it leaves very few areas in the county where affordable housing can be built. We do build some quite a
bit in Immokalee but we need to continue building some homes closer to the urban area.
The San Marino PUD is one of those areas. This development could set a precedent for affordable
housing. The for-profit developers here have to be commended. They're the first ones that have come forth
willing to partner with Habitat. There is a risk for them doing that. They're going to build market rate
homes right next to Habitat homes. It may be harder for those to sell. So, I -- I commend them for their __
for their willingness to do this.
We are a 30 percent partner of this venture. We put up 30 percent of the money for this venture.
Obviously before we did that, we talked to the staff and we talked to at least four of the County
Commissioners because we're -- Habitat already has invested over two and a half million dollars in this
project. But we think the need for affordable housing in this area is great and we're willing to take the risk.
This is actually a good example of inclusionary zoning which we've talked about and nobody's been willing
to do it, but this is inclusionary zoning. Most who come here before you are asking you for approvals that
will help them financially. I am here not asking for anything for myself. I am here asking for help for the
working poor of this county. I've committed the last 12 years helping those folks. I hope to continue doing
it for the rest of my life. I hope to be here many, many times before you asking for zoning approvals.
With your continued help in approving our subdivisions, we can make substandard housing
socially, morally and politically unacceptable. Thank you.
CHAIRMAN BUDD: Any other comments from the petitioner presentation?
MR. YOV ANOVICH: No. I think the staff report was very thorough. If you have any specific
questions of the consultants, we're here to answer any questions you have.
CHAIRMAN BUDD: Questions of the petitioner?
Miss Caron.
COMMISSIONER CARON: Rich, tell me again where the 55 acres is.
MR. YOV ANOVICH: There's -- well, the entire __
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January 6, 2004
COMMISSIONER CARON: They're behind--
MR. YOV ANOVICH: -- project --
COMMISSIONER CARON: -- six.
MR. YOV ANOVICH: Well, the -- no, no. There's the -- the whole San Marino PUD, which is out
there today, is 235 --
COMMISSIONER CARON: 235. 40 of --
MR. YOVANOVICH: 40 of those acres is the orange.
COMMISSIONER CARON: Is in orange, right.
MR. YOV ANOVICH: And 196 acres is --
COMMISSIONER CARON: Right.
MR. YOV ANOVICH: -- is what is in front of you today.
COMMISSIONER CARON: All right. Well, what's the--
MR. YOV ANOVICH: I don't know how to --
MR. SCHMITT: Dyslexic and disoriented.
COMMISSIONER CARON: No. What you had up there was fine. Yeah.
MR. YOV ANOVICH: This will show you that the apartments are underneath.
COMMISSIONER CARON: Okay. Oh, so that's the 40, so the little -- just to the north, is that --
MR. YOV ANOVICH: The north and the east.
COMMISSIONER CARON: The 55?
MR. YOV ANOVICH: There's no -- I don't know what 55 you're talking about.
COMMISSIONER CARON: Well, in -- in our packets, it says property located on the east side of
Collier Boulevard, six-tenths ofa mile from Rattlesnake Hammock, da da da, and then it describes it
forever and it says, containing 55 --
MR. YOV ANOVICH: That's a -- that's a -- that's -- I'm sorry. That's the confusing part. When I
told you a year or so ago, they came through with a general Comprehensive Plan Amendment for the entire
urban residential fringe area, they settled on the 55 acres. You -- you want to know where that 50--
COMMISSIONER CARON: Oh, okay.
MR. YOV ANOVICH: That's not my property. That's a different piece of property. We're asking to
be -- the second piece of property under that section that will be eligible for the density bonus text above
the -- the legal description.
COMMISSIONER CARON: But they will fall under this if we approve this.
MR. YOV ANOVICH: They've already -- they're already done. They've already been approved.
COMMISSIONER CARON: Right.
MR. YOV ANOVICH: Now they're going through the rezoning portion. We're asking to be
eligible under the comp plan to get to the rezoning portion.
COMMISSIONER CARON: Okay. Thank you.
MR. YOV ANOVICH: Sorry.
CHAIRMAN BUDD: Mr. Adelstein.
COMMISSIONER ADELSTEIN: Yes. I have a comment to make and a question, too, the first
being this.
Is it -- am I right to say that this affordable housing situation, 85 percent of them are already in East
Naples or the fact it's a little higher than 85 percent?
MR. YOV ANOVICH: Well, a lot of it Dr. Durso will answer now.
COMMISSIONER ADELSTEIN: Okay.
DR. DURSO: Okay. First of all, we have to defme what is East Naples, okay. This property is not
in East Naples.
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January 6, 2004
COMMISSIONER ADELSTEIN: It is not?
DR. DURSO: Not -- not -- well, what -- what do you -- I don't know what you -- what is your
boundary of East Naples?
COMMISSIONER ADELSTEIN: Well--
DR. DURSO: This property is.
COMMISSIONER ADELSTEIN: 951 is certainly in East Naples.
DR. DURSO: Okay. This property is Jim Coletta's district, in County Commissioner Coletta's
district.
COMMISSIONER ADELSTEIN: Okay.
DR. DURSO: Okay. But Habitat for Humanity has built -- has 700 homes so far. We've built 350
in Immokalee and 350 in what you would call East Naples. Okay. We have 190 in Naples Manor and we
have 110.
COMMISSIONER ADELSTEIN: You're taking this on a personal basis. I'm not __
DR. DURSO: No, no. I know that. I -- I don't know __
COMMISSIONER ADELSTEIN: I'm talking about all of the affordable housing. Unfortunately,
there is a ditto.
DR. DURSO: Yeah. I'm only talking about habitats.
COMMISSIONER ADELSTEIN: I understand that. That's what I'm -- that's not my discussion
because you and I have had this discussion before.
DR. DURSO: Right.
COMMISSIONER ADELSTEIN: But I'm saying over all, there are 85 percent of affordable
housing is -- in fact we took a count on that in East Naples.
DR. DURSO: I haven't seen that statistic before. I don't -- I'm not sure I believe it. I mean, I can
show that applicants for Habitat homes and we get 1300 applicants a year __
COMMISSIONER ADELSTEIN: Right.
DR. DURSO: -- the ones that get the homes in the Naples area all come from Naples. So, in other
words, they're already in East Naples. And what I'm telling you is we're taking them from lousy housing
and putting them into good housing in East Naples, but they all come from East Naples. That's what __
they're already there. Okay. That's where they come from.
COMMISSIONER ADELSTEIN: But, again, that was not -- I'm not arguing about that. I am
stating that as a fact that the amount of affordable housing in all of Naples is in East Naples, 85 percent of
it.
DR. DURSO: I -- I --
COMMISSIONER ADELSTEIN: And we got -- I mean, I didn't bring them but, I mean, that's the
DR. DURSO: I'm not sure -- I'm not doubting you. I'd like to see that because I think there's more
in Immokalee than there is -- I think it's about an equal amount in Immokalee as well so -- I __ I only know
of -- I can only think of other -- a few other projects in Naples -- in East Naples. I -- I'm not sure. Let me
talk to you later about that.
MR. YOV ANOVICH: I think we've had that debate before and I think: people who live in Golden
Gate and Immoka1ee and certainly we've done some projects recently for -- farther north on 951.
I don't know -- I don't think that that's a -- and I wish Cormac were here. He could better answer
that question but I -- I think there's -- it's been spread out pretty well, getting spread out more.
MR. SCHMITT: And just for the record, certainly with the rezonings that are on the books right
now for the -- what I will call upscale developments along the East Trail, it certainly is going to skew that
-- any type. In regards to skew it, the figures for low -- low income housing in East Naples, meaning that
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January 6, 2004
there's a lot of high income -- or high upscale-type of developments that are going to be coming in along
the East Trail.
COMMISSIONER ADELSTEIN: What I was trying to say is that we did want to see it spread a
lot, a lot over the county, rather than where it has been -- it's being spread now.
CHAIRMAN BUDD: Any other questions for the petitioner for their team?
COMMISSIONER STRAIN: Oh, I've got quite extensive questions.
CHAIRMAN BUDD: All right. Mr. Strain.
COMMISSIONER STRAIN: I'm waiting for everybody else to fInish.
Richard, you're looking at a total including what's on this PUD of 1138 units based on what you
now say you would want as density in lieu of what the GMP Amendment is asking for. It's almost 1200
units across the street nearly from Wal-Mart. That's pretty intense for 951.
The matrix, you made a point of saying that if it was applied in the urban area, the matrix would give you a
lot more density. That's fIne, but what if the matrix was applied in the area you're in? How much more
density would it give you?
MR. YOV ANOVICH: Well, you have to keep in mind that the -- fIrst of all, without this comp
plan amendment, affordable housing is not allowed in the urban residential fringe.
COMMISSIONER STRAIN: Right. But you're using the matrix which--
MR. YOV ANOVICH: If you were to use the matrix which --
COMMISSIONER STRAIN: -- and then there is an issue--
MR. YOV ANOVICH: Okay. Yeah.
COMMISSIONER STRAIN: -- let's talk about it --
MR. YOV ANOVICH: Let's use it. Let's use it.
We're providing very low owner occupied units. We're going to have three or more bedrooms. That would
__ that's generally put this up here. There's a -- there you go. It's a two-step process. The first matrix says I
score a fIve based upon that, so I go down to the next number that says fIve and I go across and it says
when you get to 30 percent of those homes being eligible for meeting that category, I would get a density
bonus of seven units per acre.
The reality is, on what I just asked, I'm asking for four when we come through. I would only under
matrix have to provide ten percent affordable housing under the matrix. But because I'm in the urban
residential fringe, I have to provide 30 percent. So, that's a 20 percent increase by being in the urban
residential fringe.
COMMISSIONER STRAIN: So, you're going to be using the very low--
MR. YOV ANOVICH: Yeah.
COMMISSIONER STRAIN: Okay. Are these going to be integrated with the -- with that -- with
the rest of the project or are they going to be isolated?
MR. YOV ANOVICH: I -- I don't know how you defIne the term isolated. There's going to be --
COMMISSIONER STRAIN: Well--
MR. YOV ANOVICH: There's going to be a common entrance.
COMMISSIONER STRAIN: Right.
MR. YOV ANOVICH: Yes. There's going to be a common entrance and then you're going to have
the Waterways project, which is going to be a town-home project. You've seen their projects before.
Town-home project, and then you're going to veer off and you're going to have the Habitat community
that's going to be two-unit buildings.
COMMISSIONER STRAIN: Well, two-unit buildings.
MR. YOV ANOVICH: Two -- they're going to be -- well, I mean -- I don't want to use the word
"duplex" because that has a connotation, but that's essential what they are and they're going to be owner
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January 6, 2004
occupied, each -- there's going to be an owner in the park occupying one unit and an owner occupying the
second unit.
So, the --
COMMISSIONER STRAIN: So, are they multi family or are they single family?
MR. YOV ANOVICH: Well, that's always an interesting question when you go through the platting
and site planning process, but the bottom line is they're going to own -- they're going to own the dirt and
they're going to own their unit.
MR. SCHMITT: Multi family, very simple. How's that? I'll answer it for him.
MR. YOVANOVICH: Well--
MR. SCHMITT: It's the same product -- it's a similar product. It's a -- it's a duplex that's been
approved with garage --
COMMISSIONER STRAIN: I'm --I'm familiar with that kind of product.
MR. YOV ANOVICH: I think: we referred to it as basically it's singlefamily owner occupied.
MR. SCHMITT: Single family owner occupied __
MR. YOV ANOVICH: Attached. Single family owner occupied attached.
COMMISSIONER VIGLIOTTI: In order to qualify--
MR. YOV ANOVICH: A mouthful, huh?
COMMISSIONER STRAIN: Affordable housing density bonus basically is what you're asking for,
which --
MR. YOV ANOVICH: Yes, sir.
COMMISSIONER STRAIN: I thought that product had to be integrated with the other products so
there would be no differentiation between the two. I mean, you're putting this in a separate enclave on its
own. Isn't that what you're doing?
MR. YOV ANOVICH: Yes, it's going to be a separate enclave.
COMMISSIONER STRAIN: Okay. And Cormac is not here, is he? He's the expert on this.
MR. SCHMITT: Mr. Strain, I'd recommend, if -- if you would, having talked to Mr. DUrso about
this, I know his preference in regards to Habitat and how they manage their property may alleviate some of
your concerns in regards to how this planned development would be completed.
COMMISSIONER STRAIN: I -- my only thought was that I -- I remember in the affordable
housing density program that the units were to be integrated with the other units in the project, so
somebody looking at it couldn't tell one from the other.
In fact, on Bristol Pines, which was another project of Richard's, they specifically addressed that
and agreed to do it and I just was wondering if that is what's going to be done here.
MR. SCHMITT: That is in fact correct. By the land development code in regards to the __ if you
were going to get an affordable housing density bonus agreement, that it in fact should be indistinguishable
from -- the affordable top product should be indistinguishable from the -- the market product.
COMMISSIONER STRAIN: Are they asking for an approval housing density bonus here?
MR. SCHMITT: This is -- yes, in this case it would be and -- and -- but, yes, it also would be a
separate area in regards to the Habitat location.
COMMISSIONER STRAIN: Okay.
DR. DURSO: Let me answer why we -- the units will be indistinguishable. I mean, they __ our
units will look as nice as their units, if you want to use those words. The reason we want them separate is
because we may not have some ofthe amenities that they have and our homeowners cannot afford to pay
the higher -- higher -- higher, you know, association fees. So, our association fees will be lower by us
having our separate -- a separate enclave.
COMMISSIONER STRAIN: I wasn't worried about if they're going to be nice or not. I'm
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assuming that they will be.
DR. DURSO: All right.
COMMISSIONER STRAIN: But the appearance will be two -- the two-unit buildings will be the
affordable housing units and the four-unit buildings will be the--
DR. D'URSO: Right.
COMMISSIONER STRAIN: -- Waterways units.
DR. DURSO: Right.
MR. SCHMITT: And in fact when this comes back in the PUD, they would have to identify that as
a deviation from the current affordable housing density bonus standard.
COMMISSIONER STRAIN: Okay.
The TIS that you provided had multifamily. Now, I know you're not doing multifamily or you are
but it's not going to be called multifamily, it's going to be called single family. I'm not sure how that falls
under the trip generation rate, but they also -- the TIS seemed to conclude that the impacts would be
insignificant or -- or not have a major impact on the road system. And it's-- goes back to the road issue.
The intersection of Davis and 951 and the area around 1-75 is not a good area to be driving through
at any time. The fact is it's a deficient area. It will -- it's deficient now and it will be deficient for -- until
somewhere. I don't know when it's going to be corrected. You're going to be putting a lot of people into
that intersection and 1 at some point will ask Don Scott what he plans to do to make that intersection
acceptable because 1 know, Richard, that you won't have that answer. You're going to have a significant
impact on Collier Boulevard northbound of five percent and on Davis Boulevard westbound at 4.3 percent.
Now, that's based on using the multifamily trip generation rate which we know single family is
higher. Based on those rates and the significant impact, 1 can tell you on a deficient area like the area north
of Davis Boulevard on 951, they're already failed and I'm just wondering how you're thinking that's going to
be capable of handling this.
And, Reed, I'm sorry. You were sitting right there. You can do just as well as Don -- well, nobody
can do as well as Don Scott but --
MR. JARVI: For the record, Reed Jarvi. I'm a civil engineer, a professional engineer, with the firm
of Vanasse Daylor.
In this particular case, I did not prepare the traffic impact statement. I have read it and -- and -- and
1 will address some of your comments on it.
First off, you talked about being multifamily and the trip -- excuse me -- the TIS versus we're
talking now a single family attached versus a townhouse-type development. Without knowing the exact
numbers but realize these are ranges of -- of approximately, a single family home generates roughly ten
trips an hour -- excuse me -- ten trips a day or -- or one trip an hour, if we want to look at it that way.
A multifamily is roughly in the high sixes, seven trips a day. And when we get to the affordable housing, it
-- it goes down direct -- directly from that.
I think when the -- this project first came on to be as generic as possible fromacomp plan.
standpoint, the metro used the multifamily, which is a -- would be a blended rate. What we'll do in the
zoning end of it, we will actually divide out the housing -- excuse me -- the -- the low income housing
proportion and the variant low income housing proportion, if 1 remember right, goes to about 2.7 trips a day
down from ten.
So, it's a significant difference. So, when you blend them with the low income housing and the
multifamily housing of the townhouses that are provide -- or are anticipated for Waterways, it will actually
be below the multifamily rate when we do the blending -- when we do a delineation of what it is. So, I
think the trip generation will actually be less than what's shown now, and then if -- if we go from the six
units to the four units as has been talked about, it would even be less again, so for that purpose -
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The project has looked at -- or let me just go to the AUIR, which was recently approved in
December by both this body and the County Commissioners.
Collier Boulevard, CR-951, Davis to Rattlesnake Hammock, which is where this project will
directly access is, right now it says it's a Level Service C with the four-lane conditions scheduled or
anticipated to be Level Service B when it becomes six laning in a couple of years. North of Davis
Boulevard, it is currently scheduled -- excuse me -- calculated to be an E with an existing deficiency. D is
the standard as you probably well know. And there is a program well off to -- to improve that. I mean it's
years off.
We do not, in remember right, have a significant impact to Davis Boulevard north __ or excuse me
-- Collier Boulevard North.
COMMISSIONER STRAIN: You -- you don't think that people would be using 1-75 that live in
this project?
MR. JARVI: I didn't -- I didn't say that. I said a significant. By a definition of the comp plan, a
significant impact would be three percent or five percent __
COMMISSIONER STRAIN: Three percent or greater?
MR. JARVI: -- depending on which link it is. I'm saying it wasn't a significant impact.
COMMISSIONER STRAIN: In remember the TIS, I think it said 25 percent is what you expect to
go north of Davis. I'll double check it as we go through our questions. I would just be surprised if that's all
the people that went north of Davis.
MR. JARVI: North of Davis, it did say 25 percent.
COMMISSIONER STRAIN: Yeah.
MR. JARVI: That's correct.
And then Davis -- if I can find the right -- Davis -- excuse me -- Davis Boulevard right now is
anticipated to be at a Level Service D presently with trips remaining. It's not deficient at this present time.
And that would be from the recent interim improvements that the county did a year or so ago.
COMMISSIONER STRAIN: So, the schedule would be deficient in 2009.
MR. JARVI: Yes, sir.
COMMISSIONER STRAIN: The -- that's -- I have some other traffic questions that I'll -- I need to
ask of Don when we get to him so--
MR. JARVI: Sure.
COMMISSIONER STRAIN: -- thank: you.
Richard, one of the things that puzzled me in the references to the matrix __
MR. YOV ANOVICH: Yes.
COMMISSIONER STRAIN: -- you have said, and I want to make sure you understand -- or, no __
I understand I should say -- you understand everything -- I understand what you're saying. The affordable
housing units going in there, you're saying, are going to be for the very low income.
MR. YOV ANOVICH: Yes. I--
COMMISSIONER STRAIN: Okay. Because this -- the staff report said they're going to be for low
or moderate income, which does generate a different density, but __
MR. YOV ANOVICH: You're absolutely correct. It does.
COMMISSIONER STRAIN: Okay. So, the staffreport, I guess they didn't realize that you guys
were going to do a very low income there.
MR. YOV ANOVICH: Yes. They did not realize it.
COMMISSIONER STRAIN: Okay. Your water management permit is not for this project. Are
you aware of that? It's for a golf course.
MR. YOV ANOVICH: Yes.
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January 6, 2004
COMMISSIONER STRAIN: There's one attached, pretty detailed. I don't know if -- the imperious
area is going to change greatly in the water management report. I'm not sure if you guys have gotten
through that yet or going into it at this point.
MR. YOV ANOVICH: I don't even know if we have started it yet, but we -- we know we have to
deal with the Water Management District.
COMMISSIONER STRAIN: My last question, I guess, is Don Scott. I'd like to know more about
the Davis Boulevard -- north of Collier and Davis Boulevard west of Collier.
MR. YOV ANOVICH: And if I may, just kind of traffic related, and Dr. Durso whispered this into
my ear. We -- we believe that the people who are going to be served by -- by the affordable housing are
going to work at the new hospital, they're going to work at, you know, the Wal-Mart in that area, so they're
going to be south of -- south of the Davis Boulevard intersection. That doesn't mean that, you know, the
market rate won't be going up on Davis, but just that's going to be some of the housing for employers in
that area, too.
COMMISSIONER STRAIN: You know, with all those employers that are going to be coming on
line as the hospital gets built, what is your anticipated build-out date ofthis project?
MR. YOV ANOVICH: Well, you know, I mean, knock on wood and I get through the process, as
we would hope, '08.
COMMISSIONER STRAIN: All right. Okay. Thank you.
CHAIRMAN BUDD: Any other questions for the petitioner?
Ifwe can hear the staff report, please? Whoever, and then we will get Don Scott. We'll have the
introductory comments and then we'll zero in with Mark and Mr. Scott.
MS. JOURDAN: Good morning. For the record, Jean Jourdan, Comprehensive Planning.
As a result of this amendment, there -- and that was based on the six dwelling units per acre. There
were no significant impacts to public facilities as defined in the CIE. Staff received no correspondence.
The only objection that I'm aware of is a registered speaker today.
Also, the school board will be performing an impact analysis and will report at the adoption hearing
any adjustments that may be deemed -- that may be needed to accommodate this project. Staff recommends
to board the Petition CP-2004-1 to the BCC with the recommendation of approval to transmit to the
Department of Community Affairs.
CHAIRMAN BUDD: Thank you.
Questions of staff?
Mr. Strain.
COMMISSIONER SCHlFFER: Let me ask one. In the growth management plan, we're supposed
to provide 500 new affordable housing units a year. How many did we provide last year? It wasn't in the
annual report.
MS. JOURDAN: No. I don't have that answer. I would have to get that answer for you from the
housing department.
COMMISSIONER SCHlFFER: Do you know how many we provided from the year before that?
MS. JOURDAN: No, I sure don't.
COMMISSIONER SCHlFFER: Okay. Thank you.
CHAIRMAN BUDD: Mr. Strain and Mr. Scott.
Thank you.
COMMISSIONER STRAIN: It's about that deficient -- deficiency you currently have from -- on
Collier Boulevard north to Davis. The year that this traffic impact was based on was the year 2008, and I'd
like to know what improvements do you think are going to be in place by 2008 that are going to help that
deficiency?
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January 6, 2004
MR. SCOTT: Don Scott, Transportation and Planning.
The widening of Collier Boulevard between Dave -- actually, I mean, south of -- possibly south of
41 up to through the interchange at 1-75 for a six lane, four to six lanes, is programmed for 2006.
COMMISSIONER STRAIN: The start.
MR. SCOTT: The start in 2006, be done by 2008.
Also, Santa Barbara Extension south of Davis, between Davis and Rattlesnake, which probably doesn't
affect as much the traffic from this development, but also affects the traffic coming from Lely that uses 951
because, you know, the connection roadway between -- down at Lely will also be built at the same time or
be done by the time we have Santa Barbara open is 2007 for construction to start there and done in 2009.
And then in addition, Davis itself, the widening, that was our number one priority for federal and
state funds, has now been programmed in 2009-2010, done in the 2012 time frame. Now, beyond that,
there's a major intersection design that starts next year for Davis and 951 that's looking at changing the
ramps where they might possibly come down, back, try to split out to Davis and the 951 traffic.
That's designed for -- it's not programmed beyond design, but design is next year. I've had some
conversations with FDOT about they're actually looking at a simpler improvement that might be able to be
implemented faster, so I don't know exactly what will be entailed but __
COMMISSIONER STRAIN: But to summarize, the deficient segment that you have currently will
be corrected in 2008?
MR. SCOTT: Yes.
COMMISSIONER STRAIN: Okay. Thank you.
CHAIRMAN BUDD: Any other questions of staff?
Are there any advertised public speakers?
MR. SCHMITT: Yes.
The first speaker is Amy Taylor followed by Maureen Bonness.
Not this one? You're good? Maureen Bonness, followed by Joe Bonness.
MS. BONNESS: My name is Maureen Bonness. I am the manager ofthe Willow Run Preserve.
Willow Run is the quarry that is immediately east and south of San Marino, and the area that all of the
eastern border there of the green part of San Marino borders along our preserve.
It's a 200-acre preserve that has a conservation easement on gratuity. In your report, the staff report,
this side is vacant. And it's actually a preserve.
And I would like to caution the developers at San Marino that our preserve does have a prescribed
burn plan so that whoever lives there will have smoke probably in their yards maybe once a year or so. I
object to -- not to having affordable housing next to me. I object to the number of units that this project is
asking for.
All of the areas around it have 1.5 units per acre or less, and that includes San Marino. San Marino,
that orange part there was -- that is the total density of that whole parcel, the orange and the green
combined at 1.5 units. So, they built out at 1.5 units and now they're coming back to ask for more. So, I'm
objecting to it under the appropriateness of change clause.
Okay. The adjacent properties all have 1.5 units and that includes all Forest Glen across the street,
also San Marino, and that's probably what will happen with Willow Run. At this density right now with just
those apartments there, I have problems with trespassing in my preserve, and so I'm envisioning, you know,
another thousand units and however many kids that includes and how many people want to go fishing in
the lake, et cetera. So, I have problems now and I envision there will be more problems with trespassing on
the preserve.
I understand the reason for encouraging affordable housing and I have no problems with that. I
have been a volunteer for Habitat for Humanity. That's fine with me. What I don't like is the numbers. I
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January 6, 2004
know that Policy 5.1 states that affordable housing will be distributed equitively (sic) throughout the
County and to have a thousand ofthose units in one spot, I think, is too many. I didn't realize that
affordable housing also allows for the market value mixed in with it so -- environmentally I believe it is
inappropriate to have that many units on that parcel. All of the parcel is forested lands and much of it is
wetland.
When they got their permits for the golf course, they had to go through a formal consultation,
formal Section 7 consultation for its endangerment of both panthers and wood storks and they will have to
go through that process again. From my experience, having walked on that property and know what it looks
like and knowing a bit about environmental permitting and some of the policies that are existing, I would
estimate that about one-quarter of that parcel is buildable because of the requirements for mitigation and
retaining vegetation, et cetera.
So, that gives you a quarter of 235 acres. It's about 60 acres or so. Since 20 are already utilized,
that gives them about 40 acres or so that they can deal with. Six units per acre on those 40 acres to me
sounds great. Go ahead and give them 240 units of affordable housing at six units per acre on the
developable part. But the concept of taking six units per acre times 196 acres now to get that thousand --
over a thousand and now you're going to concentrate that onto their available perhaps 40 acres of
developable -- or building land? Now, you're looking at numbers that are over 20 units per acre, and to me
that is going to be -- have an effect on the environment. Even if they only -- if they have 50 acres and
they're only asking for 775 units, that's still 15 units per acre.
The other issue I'd like to bring up is the TDR program. I object to San Marino's avoidance of the
TDR program. I would like to see the TDR program work. I would like to see some of the units from
areas east of me be used for developing that part of San Marino.
And, so, I'd like to see that TDR program work, but under this situation, it's not going to. And there are
special units that are designated -- there's quite a few TDR units that can be used in the urban fringe area
that are designated just for that purpose. And I believe the speaker after me is going to talk to that -- talk
about that.
So, in summary, I object to the proposed amendment as it is. I recommend perhaps 300 units of
affordable -- fine with me. Make them all very low income, affordable units. Make them Habitat for
Humanity, six units per acre. And any density above that, I would recommend be required to utilize the
TDR program.
Thank you.
Any questions?
COMMISSIONER STRAIN: Were you aware that the current PUD held a -- that property for a
public golf course? That's what it was culled out.
MS. BONNESS: Right. And that's what I was expecting to be built there. And I've seen their
permit and I watched that process and I know the consultants that worked on that process.
COMMISSIONER STRAIN: Thank you.
MS. BONNESS: Yes.
CHAIRMAN BUDD: Thank you.
MR. BONNESS: Good morning, commissioners. I'm Joe Bonness. I'm -- I represent the Willow
Run Quarry, which is the neighbor to the south and to the east of this project.
I am, you know, upset with what I see here. The San Marino POO originally took all the units that
were available and has taken and clustered them up in the San Marino apartments area up in the front.
The petitioner now is asking to be able to take an area that has had the units taken off of it and go for major
increases in -- in density. It's talking about the marketplace units that he's planning on doing. He is looking
for a better than a four-fold increase in what would have been the marketplace density that could be placed
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January 6, 2004
on there from the TDR program.
This area is in the urban fringe and I have property that's out in the rural fringe. It's in what we
would call the one mile zone. According to the last LDC amendments and under, oh, let's see, that Section
2.6.39.4B, the transfer of -- to the urban residential fringe, TDR credits may be transferred for the __ to the
RFMU sending lands -- may be transferred from the M -- RFMU sending lands located within one mile of
the urban boundary into lands designated urban residential fringe at a rate of one dwelling unit per acre.
And this can go into the urban fringe that would be allowed to be able to increase their density from 1.5 to
2.5. That gives us sending values in that one-mile fringe along the urban development line, a one unit per
acre.
The area in which we're allowed to transfer our units to is only into the urban fringe. The urban fringe is
approximately eight square miles.
The one mile zone that we're talking about is six square miles. So, it's basically a one-to-one
transfer. Only the problem is that in the urban fringe, you already have major developments that have taken
up the land mass. You have Winding Cypress, which is three square miles, you have Forest Glen, which is
another square mile, you have the products that are going on in the Activities Center Number 7, which is
about a half of a square mile, so we end up down to having only about four square miles left in which to
transfer six square miles of density.
They're -- right now that makes for a surplus of close to 1500 units of -- of transferable
development rights that can't be transferred to any place. We have been giving these transferable
development rights out in this area as a means to be able to replace our value that we have lost through the
rural fringe amendment. Only the problem is, is that now we do not have any place to transfer them to.
You have given us the ability to be able to transfer them but there's no location to transfer them to and it is
disappearing fast. By allowing this -- this item to go ahead without using transferable development rights,
you are even lessening our area in which we can be able to send our transferable development rights.
Basically, you're telling developers that in the urban fringe we do not have to even use transferable
development rights and that receiving area for the -- for the sending area and it is basically going to scuttle
the transferable development rights.
It doesn't work at all with the comp plan. For what I can see this plan -- this project, the 195 acres,
should be able to use the transferable development rights program, add in 195 acres as it is in the comp
plan at this point. They can also apply for a 50 percent affordable housing bonus on that. That brings them
up only to about two hundred and -- or just under 300 units that they can put on there, 50 percent of
affordable housing, and they would fall within -- in what's happening and they would be able to use the
transferable development rights.
For them to be able to come in and put this in and put a four-fold increase in their marketplace--
market price housing, then add in affordable housing on top of it, that is a tremendous burden on the
neighborhood. It's also an extreme detractor from the -- the people in the rural fringe, one mile zone there,
and it is going to -- basically going to scuttle the transferable -- transfer to the TDR program that is
available at this point.
I thank you.
COMMISSIONER STRAIN: All right, sir. One question. You obviously own some sending land
MR. BONNESS: Yes, I do.
COMMISSIONER STRAIN: -- and can generate TDRs and you're a willing seller __
MR. BONNESS: Yes.
COMMISSIONER STRAIN: -- from what I heard you say. Are you telling me though that your
sending lands are restricted only to transfer to these properties?
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January 6, 2004
MR. BONNESS: Yes. Under -- there is a -- a bonus that you get for being in that one mile zone
along the urban fringe that allows you up to -- to transfer up to one unit per acre.
Only the language says that it has to go into the urban fringe area.
COMMISSIONER STRAIN: Okay. Thank you.
MR. BONNESS: If it has not been used as of -- to date, and I don't think very many people are
aware of it, but that was given to the -- to that area as -- because it is closer in and is a higher valuable
properties than a lot of their urban fringe -- or rural fringe was at the time. But at this point we're restricted
in that we can only send those TDRs into the urban fringe area.
COMMISSIONER STRAIN: Thank you.
CHAIRMAN BUDD: Thank you.
Any other speakers?
MR. SCHMITT: There are no other public speakers.
COMMISSIONER STRAIN: Richard, I've got one question.
MR. YOV ANOVICH: I need to answer that last point because he's -- he's incorrect. I think it's
very important that he understands that his TDRs can be transferred into any receiving area including the
urban fringe area, but he's not limited to only transferring his TDRs toward the urban residential fringe area.
qI think that needs to be clarified because that's -- you know, I think there's probably ten people in the
room that will quickly jump up here and confirm what I'm saying. And I didn't mean to interrupt you, Mr.
Strain, but while we were on that thought process I wanted to go ahead and address that point first. And I
have a few others, but I'll --
CHAIRMAN BUDD: Let's go ahead with questions and we'll have summary comments.
COMMISSIONER STRAIN: Mine was just -- I want to know who -- if you notified any of the
properties in the area other than the advertisement that was in the paper.
MR. YOV ANOVICH: No, but we -- we have no objection to a voluntary -- going through the
same type of zoning notification before adoption.
And I -- I don't want to get into a lot of points brought up by the neighbor because those are kind of zoning
level questions. I think the analysis, their math, was a little off as far as what will ultimately come forward
on the zoning.
That's the danger you run into with comp plan amendments is everybody assumes the worst-case
scenario. We did an analysis on a worst-case scenario. You will not see the worst-case scenario when we
come through with the zoning. I wish we could bring them concurrent. I would be fme with bringing them
concurrent and waiting the 80 days for the comp plan amendment to be effective. I wish we could bring
them concurrent so people would have a better idea of -- of ultimately where we're trying to go with the
comp plan amendment. But those are not the rules of the game. We're not asking to quadruple our market
rate numbers. Ifwe were trying to quadruple our market rate numbers, that will be probably 1400 units of
market rate. And we're talking a total of785 new units of which 549 would be market rate and 236 would
be affordable.
COMMISSIONER CARON: So, that's more than double though.
MR. YOV ANOVICH: It does -- yes.
COMMISSIONER CARON: The whole area was only slated for 352 units. That's what was
approved.
MR. YOV ANOVICH: Well--
COMMISSIONER CARON: And you've already built 350 --
MR. YOV ANOVICH: No -- no question about that, but that's no different -- if this were--
COMMISSIONER CARON: Then you -- now you have more than doubled --
MR. YOV ANOVICH: Right, but ifit were -- if this were vacant land --let's forget that the units
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are even there. If this were vacant land -- hang on -- I would be eligible to come in and ask on the full 235
acres for -- to be eligible for this density bonus.
COMMISSIONER CARON: Right.
MR. YOV ANOVICH: Okay? I'd come in and if -- and the maximum number would be seven and
a half. The one and a half you're entitled to as a matter of right and the six. So, if you did seven and a half
times 235 acres, the number would be a lot larger than what we're asking for. If you were to spread the
bonus that we're asking for over the full 235 acres, which I haven't done, because I thought that that would
be taking advantage of a fact that I shouldn't be taking advantage of, my requested density is not even four
units per acre of density bonus. It's less because I'd have an additional 40 acres to count towards my bonus.
I -- I -- when I gave you my numbers, I was giving it to you on a -- on a worst-case scenario of asking for
-- on just the land I'm trying to improve.
We're nowhere near the number of units we can ask for under the -- I can't read that. Is that written
on -- We could ask for 1762 total units if this were vacant land, so we're not -- we're at 4.8. That's why I
threw the number in there. We're at 4.8 density including the 350 that's there. We're nowhere near the
seven and a halfunits per acre that -- that we could be asking for.
And that -- the board has said they want us to look on a case-by-case basis. They didn't want the
entire urban fringe, residential fringe, to be eligible for up -- for affordable housing. They wanted to look at
it on a case-by-case basis to make sure that that whole stretch did not become affordable housing. Now,
there's already a tremendous amount of development already out there that I highly doubt will come in and
ask to rip up existing golf courses and the like to build housing. Could it happen? Sure. I don't think: it
will happen.
But under our scenario, I think we are providing a tremendous public service by partnering with
Habitat for Humanity to provide for this level of housing. And with -- as far as the prescribed burn issue,
we can let our residents know about that. I mean, we're happy to do that. We're not looking to create any
problems for our neighbors.
Our -- our preserve area is going to actually match up with their preserve area when we get into that level of
detail and you'll see that at the -- at the zoning stage.
CHAIRMAN BUDD: Other questions for the petitioner?
Summary comments.
MR. YOV ANOVICH: That was it. That was kind of -_
CHAIRMAN BUDD: Okay. Thank you.
Dr. Durso.
DR. DURSO: I'd like to just make a last couple of comments.
You know, the issue of where affordable housing is in the county, obviously I spend most of my time
looking for land, trying to develop land for affordable housing in the county, and we'll take land any place
we can get it, okay. We have bought a great deal of land over the last five years, fortunately, and about half
of it is in Immokalee and half -- and the rest of it you -- you people know of -- of all of it.
It's in this area here, you know, somewhere around this area here. But we can't find land any place else.
We have one parcel ofland off of Immokalee Road that -- that we will build affordable housing.
You -- you certainly can't expect us to fmd land in Pelican Bay or in downtown Naples. I mean,
you know, we would like to spread affordable housing all over the county. If -- if you can tell me how else
to do it besides what we're doing, please let me know. I mean, we're doing the best we can at that and I
think we do a good job at it. Okay.
I think this is just a great project and, you know, we -- we -- we would really appreciate your approval.
CHAIRMAN BUDD: Thank you.
DR. DURSO: Thank you.
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January 6, 2004
CHAIRMAN BUDD: Have any summary staff comments?
MS. JOURDAN: Jean Jourdan for the record, Comprehensive Planning Department.
I -- I just wanted to clarify on the language, low and moderate income, and also where it says
medium income as calculated annually by the Department of Housing.
What that is, what this amendment is doing is actually adding their legal description to this
language that's already in place. Now, they mentioned that they were going to provide low income, and if
you want to make sure that that is -- is adhered to, what you'll need to do is either change the language now
and limit it to that for their specific parcel or you can do it at rezone. I just wanted to make sure that was on
the record.
COMMISSIONER STRAIN: Well, I think they said they would do very"low.
MS. JOURDAN: Right.
COMMISSIONER STRAIN: Very low is used in the LDC--
MS. JOURDAN: Correct.
COMMISSIONER STRAIN: -- as a specific type, so --
MS. JOURDAN: But as the language reads right now it does not adhere them to very low.
COMMISSIONER STRAIN: I know, but what I'm trying to get at, very low is a defmed term in
the LDC or it is a term that's used in the LDC, so if they're volunteering to go very low, then that's what I'm
suggesting, if anything. That's what they should adhere to.
MS. JOURDAN: Correct. So, do you want staff to implement that into the language now or are
you going to address that at the rezoning stage?
COMMISSIONER STRAIN: I think when we get to a motion stage today we might address it.
MS. JOURDAN: Okay. Thank you.
CHAIRMAN BUDD: Okay. If no further presentation, there's no further questions, we'll close the
public hearing.
Do we have a motion?
This would be a motion recommending either approval or denial to the Board of County
Commissioners in their transmittal to the DCA.
COMMISSIONER VIGLIOTTI: So moved.
CHAIRMAN BUDD: Okay. Moved or denied? Which way?
COMMISSIONER SCHIFFER: I'll make the motion for approval.
CHAIRMAN BUDD: Okay. Very good. I have a motion for approval by Mr. Schiffer.
A second, please.
COMMISSIONER VIGLIOTTI: I'll second.
CHAIRMAN BUDD: Second by Mr. Vigliotti.
Discussion.
COMMISSIONER STRAIN: I just -- I think the intensity to be approved as it is presented today is
extremely too high. I don't believe that the deficiencies in the road system are at -- are -- are capable of
handling this. I don't agree with staffs opinion on that. And I just can't go along with this quantity of units
in that location under the OPP A (sic) that was put on -- forth today. 1178 units on top of 353 puts it up to
1528, I think.
COMMISSIONER ADELSTEIN: I have a question if! can get it.
Here was this property, land, all the whole land there and it went into that PUD and offered -- got
352 units on all that land. Then they built them. Well, didn't they use up the total use they had for that
land? How are they coming in now with land that's already been used to accommodate 352 and now add
new -- new areas to it?
CHAIRMAN BUDD: Mr. Adelstein, is that addressed -- that question addressed to the petitioner?
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COMMISSIONER ADELSTEIN: Oh, I'll make it to the petitioner.
CHAIRMAN BUDD: Okay. Thank you.
Mr. Y ovanovich.
MR. YOV ANOVICH: Mr. Adelstein, you're absolutely correct, but there's an affordable housing
density bonus provision that exists now in the urban fringe area that didn't exist then. I could take you to the
history of that project if you want to know.
COMMISSIONER ADELSTEIN: I understand that part of it--
MR. YOV ANOVICH: Okay.
COMMISSIONER ADELSTEIN: -- but what is --
MR. YOV ANOVICH: And we're asking -- we're asking simply that we also be allowed to be able
to be subjected to or subject to that density bonus provision. We acknowledge that we've already used the
one and a half base units we're going to have today. We're saying to come forward with a -- to get the
bonus units as if the project weren't there. You know, we're not trying to double count the one and a half
that's already there. We're already -- we've already used those up. We're asking for a bonus of -_ well,
under the -- to be eligible, asking for a bonus of six, I'm telling you the number is going to be four.
COMMISSIONER ADELSTEIN: Again, as I said, it wasn't available then. A lot of things we
want today are here but a lot of things we want today aren't here. You've already come to a situation where
you used all the land you had to do what you had to do. There was no affordable housing, so you couldn't
get involved with that.
MR. YOV ANOVICH: That's correct.
COMMISSIONER ADELSTEIN: So, you've used it up. Now you're saying, well, okay, even
though I've used up all that land, I now can come with affordable housing and I found that to be a contract
problem that is far more substantial in the fact that you have used what you had. You had what you had at
the time. You can't come into a new area.
MR. YOV ANOVICH: Well, you know, the rules change. I mean, when the rules change, you
make other -- other properties eligible for affordable housing, why -- why would you say, well, just because
this property only came through with a PUD a few years ago, we've decided we're not going to apply the
new rule.
I mean, we're just saying, hey, this is -- this is a worthwhile project, apply your provision that is new
to the code that didn't exist at the time to this piece of property. Yes, we're asking for additional units.
COMMISSIONER ADELSTEIN: I understand you are and I understand the situation, but it seems
to me that once you've used it up and it wasn't available before, now that you've done it, you've used your
option. You don't get a second shot.
UNIDENTIFIED SPEAKER: But, Rich, aren't you swapping a golf course for affordable housing?
MR. YOV ANOVICH: Yes.
COMMISSIONER ABERNATHY: Mr. Chairman, you know, we closed the public hearing.
UNIDENTIFIED SPEAKER: I'm sorry.
CHAIRMAN BUDD: It's a good point. We really just need to discuss the motion. That's an
excellent point, Mr. Abernathy.
COMMISSIONER ABERNATHY: We need a little self-discipline.
CHAIRMAN BUDD: Further discussion on the motion.
COMMISSIONER SCHIFFER: Well, let me address it to Lindy. Lindy, what they've done is
they've opened up the land that the golf course would have and the replacement is affordable housing, kind
of a nice thing.
CHAIRMAN BUDD: We have a motion to approve.
Any further discussion?
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We'll call the question. All those in favor, please signify by saying aye.
Aye.
COMMISSIONER SCHIFFER: Aye.
COMMISSIONER MIDNEY: Aye.
COMMISSIONER ABERNATHY: Aye.
COMMISSIONER VIGLIOTTI: Aye.
Those opposed?
COMMISSIONER ADELSTEIN: Aye.
COMMISSIONER STRAIN: Aye.
COMMISSIONER CARON: Aye.
CHAIRMAN BUDD: Okay. Do you need a -- individuals?
Those in favor.
(Commissioners in favor raised their hands.)
CHAIRMAN BUDD: And those opposed?
(Commissioners opposed raised their hands.)
CHAIRMAN BUDD: Five three. Motion carries.
COMMISSIONER STRAIN: So, let me understand this. The motion to approve 1178 additional
units on 951 in this location has just passed.
COMMISSIONER MIDNEY: I think that there's a trade off, the need for affordable housing
makes it palatable.
COMMISSIONER SCHIFFER: And, Mark, a problem I think we're having is we've got to figure
out where the front line on the traffic is. I mean, I'm really trusting that concurrency system that these --
this product won't come up line unless the road can take it.
What you're doing is you're saying though you just don't give people the approval and that's how you
control the traffic.
COMMISSIONER STRAIN: I just wanted to be sure that--
COMMISSIONER SCHIFFER: Joe, I wish we could --
COMMISSIONER STRAIN: -- everybody understood what they were voting on.
CHAIRMAN BUDD: Right. Before we move on to the next agenda item, I would just like to
request for members of the public as well as staff and the Planning Commissioners to try and let the
dialogue flow with a stop to the end of the question before a commencement to the answer in favor to our
court reporters who are trying to keep accurate records with simultaneous conversations.
And on your part, court reporters, wave your arms or throw a laptop and we'll try to slow everybody
down when the time is necessary.
So, with that, we'll move on to our next agenda item, that is CP-2004-2.
Is the petitioner here?
COMMISSIONER SCHIFFER: Mr. Chairman, one thing just on the last topic.
And, Joe, before you go, this is for you. Could you add to the AUIR report the affordable housing?
There is a requirement in our Growth Management Plan to have 500 units. It would be nice to keep score.
CHAIRMAN BUDD: Okay. Thank you.
MR. SCHMITT: Commissioner, I understood your request. It is not part of the AUIR. It's not a
measure -- it's a measure in the comp plan, but it's a target only and -- and -- but you certainly can provide
that information, but it's not an AUI-- AUIR criteria --
COMMISSIONER SCHIFFER: Okay.
MR. SCHMITT: -- as a Category A or Category B.
COMMISSIONER SCHIFFER: Okay.
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January 6, 2004
THE COURT REPORTER: Can I have two minutes to change paper?
CHAIRMAN BUDD: Sure. We'll take a two-minute break for the court reporter.
(A recess was had.)
CHAIRMAN BUDD: All right. We'll call this meeting back to order and with the time being
11 :29, I just wanted to confirm our lunch hour arrangements, and that is we hope to finish this next agenda
item in a reasonable time, but in the possibility that it tends to run long and we get tied up, whether we're
done or not, wherever we are, we're going to stop at 12:30.
So, take whatever time you need, Mr. Anderson, and hopefully it will be smooth but we appear to
be in a particularly cranky mood in 2005, so however it plays out, 12:30 we're stopping for lunch.
MR. ANDERSON: Well, certainly I don't want you to have me for lunch.
Good morning, Mr. Chairman, members of the Planning Commission.
My name is Bruce Anderson from the Roetzel and Andress law firm and I'm pleased to represent
today the Resource for Conservation Properties, which is one of the Bonita Bay Group companies.
Also with me today to speak to you and answer your questions are land planner, Robert Mulhere
of RW A, Inc., and Mitch Hutchcraft of the Bonita Bay Group.
This application is to change the future land use map designation of two rural fringe parcels that
are presently designated neutral.
It is proposed that the 153-acre parcel which presently abuts lands that are designated receiving be
classified -- reclassified from neutral to receiving and the second half ofthe proposal involves changing
the designation of an approximately 79-acre parcel from neutral to sending.
The county's leading environmental organizations support this amendment.
I very much disagree with staffs position that they must put on blinders and disregard the interests
that Conservation Collier program has in this 79-acre parcel and the fact that the county views these
properties as a great opportunity to provide a direct road link between Immokalee Road and the future
Vanderbilt Beach Road extension.
This is a comprehensive plan amendment, which is a legislative matter, as opposed to a rezone,
which is a quasijudicial matter.
What that means in laymen's terms is that on a quasijudicial matter, you are supposed to put on
blinders and look solely to the criteria set forth in the land development code.
A legislative matter, on the other hand, does not require the use of narrow blinders and this
commission may consider and base its decision on other public policy considerations such as benefits to
Conservation Collier and to the county's transportation network.
In that regard, both the Conservation Collier Land Acquisition Advisory Committee and the board
of county commissioners have ranked the 79-acre parcel as a priority one property for acquisition by the
Conservation Collier program.
There are only five other properties in the county that are so ranked. The Conservation Collier staff
report said that the property had exceptional aesthetic characteristics, that the 79 acres contributes to aquifer
recharge, that the species richness score is above average and that the property provides a relatively high
degree of ecological quality and little restoration would be required to improve that ecological quality.
Obviously if the 79-acre parcel is changed from neutral, which permits development at one unit per
five acres descending, which permits development only one unit at 40 acres, the market value of the
property is reduced.
Now, if the property owner objected to that redesignation, that would be an entirely different
matter.
However, in this instance, the property owner has requested that redesignation.
Bonita Bay's plans are to incorporate the 153 acres that are proposed to become receiving lands to
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become part of a rural village that they would develop on the south side of Immokalee Road.
Without the redesignation of the 153 acres from neutral to receiving, a rural village would not be
possible on this property because it would not meet the 300-acre minimum size requirement. Related to this
petition and the TDR amendments that you will hear this afternoon, I am pleased to share with you that the
Conservancy of Southwest Florida does not oppose this amendment or any of the proposed TDR bonus
amendments.
This is as a result of discussions between the Bonita Bay Group and the Conservancy and the
following commitment of the Bonita Bay Group.
If all of the TDR bonuses and this map amendment are approved for transmittal by the board of
county commissioners, the Bonita Bay Group will file an application for a rezone of the property to a rural
village PUD, and this would be filed before the final adoption hearing, which is apparently scheduled for
some time in June.
And with that, I'll ask Mr. Hutchcraft to come up and -- and speak to you about wild life corridors
and then Mr. Mulhere will have some planning considerations to direct your attention to.
COMMISSIONER STRAIN: Bruce, one clarification.
MR. ANDERSON: Yes.
COMMISSIONER STRAIN: I received, as I think all of us did, e-mail from -- or it was either in
our packet or e-mail from the Conservancy saying where their concerns were with the TDR process and all
this.
And they were against early entry bonus and they had a lot of other concerns.
You're telling me that whole letter is gone now and that they're buying into the whole packet of just
for one rural village on Bonita Bay's property?
MR. ANDERSON: Yes.
COMMISSIONER STRAIN: That's undersize.
MR. ANDERSON: Excuse me?
COMMISSIONER STRAIN: It doesn't meet the size criteria but you're going to -- you're going to
do it but--
MR. ANDERSON: It -- it doesn't today, but ifthis amendment is passed, then it would.
COMMISSIONER STRAIN: Okay. So, the entire rural fringe has been signed off except for just
this one little piece of Bonita Bay property.
MR. ANDERSON: Well, I think they feel that it is important that a rural village be done and,
frankly, I can't think of a finer group than the Bonita Bay Group to set the standard by developing the first
rural village.
They'll set a -- a high model for the others to follow.
MR. HUTCHCRAFT: Thank you. For the record my name is Mitch Hutchcraft and I'm
vice-president with the Bonita Bay Group.
And I just wanted to take a couple minutes and give you a little bit of overview about why we're here and
why we're doing this amendment.
This property has been under our control for a little over four years now and -- and from that time
when we bought this property out of bankruptcy, the first thing that we did was we went to the
environmental community, to the permitting agencies to sit down and establish a dialogue on how can we
do projects and move forward in a way that's environmentally sensitive and achieves the objectives ofthe
environment groups, permitting agencies, the county and us as a developer because we obviously have an
interest in -- in seeing a project be successful.
This is one of those unique instances where I think this amendment actually achieves that.
In working on it, we have listened to the county and the county has a desire for the 80 acres.
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They've made that clear. The board of county commissioners ranked it number two in their
recommendations.
The county's also made it clear that they think there's a -- a necessary connection between the future
of Vanderbilt and Immokalee Road.
This amendment would accommodate that right-of-way and that future connection.
We believe that the environmental protections that are desired through the rural fringe mixed use
district are actually implemented by this modification.
Beyond that, we also think that the result of this amendment will provide you with the same, ifnot
more, preservation and do it in a manner that is more contiguous and a better quality of preservation.
Those are the things that we worked very hard on and we're very proud that we're doing.
In reviewing the staff report, the staff identified essentially three things that they had a concern
with. It wasn't compatibility because they did feel that this proposed amendment would be compatible.
It wasn't water and sewer. They felt like there was adequate capacity to provide service to this area
and it wasn't roads because they felt like this would actually implement improvements to the road network.
Their concerns were with the alignment of a north-south road. The descending area didn't really
connect to anything and, therefore, they felt that they had a concern that it was isolated.
And the third one was that there was a potential opportunity for a reduction in the amount of
preservation if you applied the minimums.
When I saw those comments, I felt like I obviously hadn't done a good job in communicating with
staffa lot of the work that had been done in advance.
And, so, I'm happy to take the blame for that but I do want to give you the opportunity to
understand that background and -- and how I think that those are -- are fully and adequately addressed.
As Mr. Anderson pointed out, we've been doing a lot of this work because we think that a rural
village is something that was established by the county through the rural fringe mixed use district,
something that was desired, and it's a key component to having a successful program and a successful
location for the transfer ofTDRs that we've heard a lot of talk about today.
In order to do that, we have recommended these modifications and have worked with the county on
the amendments that you're going to hear about in a little bit.
So, rest assured that you will see this project again come back to you in the form of a rural village
PUD request should this amendment and the other amendment be adopted as proposed.
The first point that I'd like to talk to you about is the road alignment -- is the road alignment.
This shows a conceptual rural village. I don't want you to get the feeling that this is the site plan
because it's not.
What we did is we took the recommendations that had been proposed by the county and by the
stake holders group and applied it to this property to see how it would work and we think that it works
quite successfully.
But one of the concerns was the -- the road alignment. And staff made a comment that, gosh, this
road on our eastern boundary, you know, kind of bisects it from the publicly owned land.
The reason that road alignment is there is we had a meeting with staff probably in March of this
year and we had to curve a linear separated road that kind of came through the property because at the time
we thought we'll just keep it under our own ownership and that would be a great entrance into the
community.
And staff suggested, hey, there's going to be a high school and a future elementary school, why
don't we move that over so it provides access to the school?
We said, sure, we can do that. So, that's why it's shown there.
We don't have a strong preference as to the alignment of this road and, in fact, we are prepared to
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commit that we will continue to work with the county and with DOT between now and adoption to identify
an appropriate alignment for this road.
Whether that is on the east -- the western boundary or the eastern boundary or -- and I can't take
credit for the -- the recommendation, but I think it's a pretty ingenious one is maybe there's an alternative
alignment that could come through and then connect back down to the bridge that would connect all of this
area to the south.
Maybe there's an opportunity to flip the park in the school site so you have a park contiguous with
our 80 acres and the road coming up and through that provides access to the school.
What happens by approving this amendment is you preserve the opportunities to do those. Without
those, you're much more restricted as to what opportunities you have to do in the future.
So, the road alignment is an issue that we're not holding fast on and we're committing to work with
DOT and with the county between now and the adoption to come up with an appropriate location for that
road.
The second one is the concern that the 80 acres didn't connect to another sending area or area of
natural resource.
And I've got a -- although I don't know that I can figure out your -- your telustrator there but I have
an exhibit that shows what a significant amount of work has actually been done to get us to this point.
And that's rotated. If you'll turn it.
MR. MULHERE: Landscape document.
MR. HUTCHCRAFT: Yeah. Great.
To show how this piece actually does tie in, and it's a result of a significant amount of work that's
been done, as you can see on this property, this is the Immokalee Road south property, this piece right here
is the 80 acres.
What you see, as you move north is Immokalee Road, the Bonita Bay East Course and Twin
Eagles, both of which are under our ownership, a property up on Bonita Beach Road, which is our
ownership, and plans to make a connection, both a wildlife connection and a hydrological connection
primarily on the northern edge that goes from the south end of our road at the future extension of
Vanderbilt all the way through this property, up and along between our two projects, Bonita Bay East
Course and Twin Eagles up through some conservation land and then tie into our project that goes up and
connects to the crew preservation area.
What you see there is a six-mile wildlife corridor that connects the conservation, the Corkscrew
preserve over here, and the crew regional ecosystem to the north.
Thousands and thousands of acres of -- of environmental preservation. That's tied into the preserve
areas on the Bonita Bay East Course, which are significant, and the preserve areas within the Twin Eagle.
They also tie into preserve areas in open space within our own project to the 80 acres. And that 80
acres would be the southern terminus of an approximately six-mile wildlife corridor.
Because I also want you to have an understanding that this -- I'll turn this offnow.
This isn't just a -- the work of us and -- and me telling you that we're going to do it, but in fact it's a
__ a collaborative of effort between private entities and public entities and environmental advocates.
I've got a copy of the environmental resource permit for the Twin Eagles Phase 2 project which has
recently been modified.
And I can give you the -- the permit number. It's 11-01567-P-02.
And what I'd like to do is just to read you a brief section of that permit to give you an understanding
of how much work has really being going through making this connection because it's an important
connection.
Page 3 of 18 of that permit, it says, the wildlife crossing has been designed in accordance with
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recommendations from the Florida Fish and Wildlife Commission and the U.S. Fish and Wildlife Service
and has been accepted as designed in the project plans.
The flow way and wildlife corridor is of a larger regionally significant plant to provide a
contiguous habitat and hydrologic link from Bonita Beach Road to Vanderbilt Beach Road.
We believe that's significant and, again, that reflects the significant amount of cooperation.
Page 7 of 18 says, this flow way and wildlife corridor will reestablish the historical flow ways and
reconnect fragmented habitat.
On Page 9 of 18, it says, finally, the establishment of a wildlife corridor running along the entire
west side of the Twin Eagle site will facilitate movement of wildlife from north to areas south of the project
site via wildlife crossing under Immokalee Road.
Page 11 of 18, the Florida Wildlife Federation and Collier County Audubon Society have
participated in the agreement between both the Fish and Wildlife Service and the Fish and Wildlife
Commission on the proposed wildlife crossing.
This wasn't just adopted without the county's participation either. The county has participated in
it in the form of a wildlife underpass under Immokalee Road.
We have worked in close cooperation with -- with DOT and their staff in the improvements that are
currently under construction for Immokalee Road.
If you drive out there right now, you will notice that there is a wildlife underpass constructed by the
flow way that is permitted now through Twin Eagles and the Bonita East Course to the north that would
connect to this project to the south and ultimately end in this 80 acres.
That wildlife corridor also has a ditch block in it because you know that there's a canal on the north
side of the road.
That ditch block provides a -- a ground connection for wildlife so that they don't have to go through
the canal to get under the underpass.
So, indeed, this is a piece that is connected. It's connected through a six-mile wildlife corridor. It
ties in our onsite preserves as well as significant off-site preserves.
And we think that that's a significant point in evaluating this amendment.
The final concern was the reduction in the amount of preserve. And I think that based on the staff's
application of the minimum percent -- or preservation requirements, there's a potential reduction of
indigenous preserve of2.95 acres, something like that.
As you saw on the -- the draft plan that we have done or a rural village, one of the requirements for
a rural village is a green belt.
And I can assure you that when you apply a green belt to this project, not only do we meet the
original preservation requirements but we dramatically exceed it.
And what I'm happy to do is to commit that we will absolutely meet the preservation standards that
are currently in place even after this amendment is approved. And I can do that because I'm confident that
we're actually going to exceed it.
So, in response to staff's findings, I -- I agree with them that this proposed amendment and the
development that it would allow is compatible with the adjacent uses.
I agree that it would be in the appropriate location insomuch as the road capacity is there to handle
it. It would help implement the regional road network, water and sewers appropriate to handle it.
There's a school site being planned right adjacent to the property. There's a public park that's
being planned.
Putting density in the right place is smart growth. So, I agree with staff on that.
We commit to work on the alignment of the road. We commit to further defining and providing the
information to staff illustrating the hard work that's gone into this wildlife corridor and how this is a
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significant component to it.
We have committed that we will maintain the same minimum standard of preservation. And we
have, as Mr. Anderson indicated, committed to moving forward with the submittal of a rural village
application should this amendment and the bonus amendment get adopted as proposed.
So, with that, if you have any questions for me as a representative of the developer, I'm happy to
answer them.
If you have technical questions, I'd prefer that those technical questions be answered by our
consultant.
Yes, sir.
COMMISSIONER MIDNEY: It seems to me more like a wildlife cul-de-sac than a wildlife
corridor because you're ending up against estates on the south. How is it not?
MR. HUTCHCRAFT: Well, I don't think that the -- that the wildlife really recognize property
boundaries.
And if you'll take a look at -- if you take a look at the -- and I'll answer. I'm not a wildlife expert.
There are other people that are probably more qualified. But from my perspective, I'll answer it.
If you take a look at the development patterns around it, wildlife can cross the canal and there's a
significant amount of open space. Wildlife are already using this area to the south.
I think the staff report already indicates that this area is used by wildlife. It also ties into habitat
areas that are adjacent on the golf course. It also ties into the future park and school site.
So, I see it as a dispersal area and it is the last piece that is under conservation easement, which I
see as a good thing, but it is not the end of the line and there's not a wall around that.
It's a dispersal point for wildlife to continue as they're already using it but this is a safer connection
for them to move northward.
CHAIRMAN BUDD: Any other questions?
COMMISSIONER STRAIN: Yes, I've got some.
You have a settlement agreement apparently with some environmental groups for the Twin Eagles
project.
Is that something that the public can have access to?
MR. HUTCHCRAFT: That settlement agreement was established and is part of court records as
we brought the Twin Eagles out of -- project out of bankruptcy.
Obviously there was a lot of acrimony and distrust with that project when it was going through the
process.
And one of the things that we committed to do is to work very closely with the environmental
groups.
I -- I did go through the -- our archives and found an article that kind of documented that agreement.
And what it identifies is that we committed to work with them on putting wildlife protections in our
projection that we committed to help establish this wildlife corridor.
And those are things that we continue to work closely with them.
As to whether it's a public document or not, it's -- it's a private document. We worked very hard to
establish a trusting relationship with Florida Wildlife Federation and we continue to -- to work to -- to
satisfy their requests.
But it's not just them. It's also with the environmental agencies. We've been working closely with
the county as well.
So, we believe that, as demonstrated by the permit, that we've moved forward in agreement with
that -- that settlement agreement and have implemented the wildlife corridor as requested.
COMMISSIONER STRAIN: That agreement based on entries into the public record says that the
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south side of Immokalee Road will be limit -- wi11limits -- limits the use there to golf courses and not
allowing it for residential uses.
Is that changed?
MR. HUTCHCRAFT: That has changed. And what has changed that is the fact that when that
agreement was established, the rural fringe mixed use category was not in place, the TDR program was not
in place.
As a part of a lot of hard work and evaluation, the county and stakeholders group identified this
property as appropriate property for development.
And the result of going forward under the guidelines of the rural fringe category is you preserve the
areas that are under sending zone.
That's the goal is to put development in the right place where the infrastructure is in place to handle
it and the result is preservation of environmentally sensitive land.
Because ofthat, we have an agreement to allow development consistent with the rural fringe
category.
COMMISSIONER STRAIN: I would assume that some of the environmental groups that have
accepted this proposal that you have here today have done so based on that settlement agreement as well.
MR. HUTCHCRAFT: I -- I don't want to speak for the environmental groups. I think that they are
here and prepared to speak to you on their own behalf.
I've learned a long time ago I don't want to tell you what somebody else thinks. But we've worked
closely with them.
COMMISSIONER STRAIN: This property that you'd like to have a sending land, your company
was also going -- it was going to previously preserve that property anyway and those areas of high value.
So, what is it we're gaining by giving you the rezoning of an isolated district in the form of a
sending land --
MR. HUTCHCRAFT: Well, I--
COMMISSIONER STRAIN: -- that we don't already have?
MR. HUTCHCRAFT: I don't think that we agreed to preserve it in its entirety as is -- would be
shown under this 80 acres sending zone.
What we are allowed to do right now is to develop that property at one unit per five acres.
We would likely cluster the development but there would nonetheless be development on that 80
acres. There would be areas that would be put under conservation easement but not the entire thing.
We think that this is a solution that provides a better preservation of the area and -- and -- and I
don't want to present it as though, you know, this is the -- the answer to everything, but -- but this is the
implementation of what the -- the desired goals through the rural fringe were.
We're to preserve those areas in as large of areas as -- large of contiguous parcels as possible
particularly when they connect to regionally significant areas. And that's what this amendment allows.
COMMISSIONER STRAIN: Well, your previous presentations before the EAC on -- on June 5th
of2002 and before the CCPC on November 24th, 2003, there are a lot of comments about preserving large
blocks of preserves. There will be a hundred percent wetland preservation and that preserve amounts to
214 acres, roughly, over a hundred, 110 represent Cypress Habitat.
It seems to me that a lot of this was going to be preserved anyway.
MR. HUTCHCRAFT: Well, what is--
COMMISSIONER STRAIN: And I've since found out through reading the staff report, there are
no jurisdictional wetlands there to begin with.
MR. HUTCHCRAFT: Well, let me -- let me clarify that.
Two points. One is Bonita Bay Group, our -- our mode of operations is we do projects that are
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environmentally sensitive.
I am not going to threaten you with going out here and nuking this site because it's not going to
happen. I'm going to do the best project that I can do from an environmental perspective, no matter what.
I see this as an opportunity to do something better. And you are right, that we have submitted two
projects now; one that was a golf course, and if you'll look at the site plans, there was golf down in the
middle of that 80 acre site.
So, a significant portion of that 80 acres was impacted by golf development.
We submitted a second plan for a residential PUD that didn't include the 80 acres, but included the
153 to the north, and there were a series of cul-de-sac residential areas in that area.
Are we going to work to save the areas that are wetlands? And the point about the wetlands is
there's a big distinction between wetlands and jurisdictional wetlands.
There's areas of cypress on this property, but because of the change in the hydrology, they are not
jurisdictional wetlands.
So, you are accurate that there are not jurisdictional wetlands on this 80 acres.
If you're look at the flux map, approximately 32 percent of the site is -- consists of cypress habitat.
COMMISSIONER STRAIN: Thank you.
CHAIRMAN BUDD: Any further questions?
Any other presenters in your team?
MR. MULHERE: Good morning for a couple more minutes. For the record, Bob Mulhere
with RWA, Inc.
I'll -- I'll try my best not to be repetitive and I think I can be fairly brief in the portion of -- in my
portion of the presentation.
I recognize that's a little harder to see -- hard to see. Maybe Joe can make it a little bit larger. If not,
I can go over it.
I just want to start out by saying -- and I think it was Mitch that -- that referenced this -- this point
and that is that, you know, this is a comprehensive plan amendment.
And I think it's incumbent upon the planning commission and ultimately the board to look at all of
the issues, public policy benefits that might be achieved through a comprehensive plan amendment.
This happens to be just a map change. This little spreadsheet here, I don't know if you can read it.
Sometimes it appears a little better on your -- on your screens.
Basically, tries to provide you with -- with a concept of how we're achieving a number of benefits
that address the very stakeholders, the county, including the public at large, the developer and the
environmental groups.
From the county's perspective, this provides an opportunity to create a very important connection
between Immokalee Road and Vanderbilt Beach Road Extension, and I want to talk a little bit further on
that in just a moment.
The county will be asking, and has already asked for, and will be receiving well easements on the
property in appropriate locations. And that's an objective that they're always looking for on any piece of
property that's going to be developed.
Obviously there will be utility easements in the provision of utilities to this site which includes
enhancing the user base.
There could be water management enhancements, particularly with the 80 acres in the south, for
water quality and water recharge and especially with proximity to the canal at the southern terminus of that
80 acres.
I'm not going to go over each one of them. The list is before you.
The point that this spreadsheet, I think, brings to mind is that there's been a very diligent effort to try
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to bring all of the divergent interests together so I could address all of the issues of concern and all of the
benefits that could be achieved.
And -- and to further illustrate that, I -- I just -- excuse me -- want to take a moment to look again at
this conceptual rural village plan, keeping in mind that you've got Immokalee Road at the north and
Vanderbilt Beach Road Extension at the south.
Really, what better perspective from a planning -- what better location from a planning perspective
to put a rural vi11age.
I believe the actual acreage assuming that the 153 acres is changed to receiving is in excess of 450
acres, which provides for considerably more than the minimum required and allows for the green space and
buffer areas that the code requires as well.
We talked a little bit with the -- Amy Taylor, who represents the school board, and I believe she's
here today and may wish to speak to you as well. We've also talked to transportation staff.
And one of the things that, you know, I saw when I looked at this was that wouldn't it be nice if
potentially the county park site could be flipped in its location and the high school and elementary school
could be located over here.
I'm not sure if that can happen. I think, however, we have an opportunity to look at that
comprehensively with transportation staff, Parks and Recreation and the school board and the Bonita Bay
Group in order to determine if that's viable.
What's the benefit of that? Well, obviously, locating the county park approximate to this 80 acres
and allowing for some passive recreation within those 80 acres controlled through the park site would be, I
think, a good public benefit.
The other benefit to the school, an obvious one I'm sure you can see, is to be able to provide access
to both the future park and the school via this connecting road, at least as a secondary means of ingress and
egress as opposed to just from Vanderbilt Beach Road Extension.
One of the problems you have when you have a high school is there's a lot of vehicle traffic, both
with the high school and the elementary school. You'll have the bus traffic the teachers, but with the high
school you have the students driving as well.
And we have, I think, a new high school that only -- at this point only has one point of ingress and
egress; Golden Gate High School.
And I know that there -- folks are looking at an opportunity to create a second point of ingress and
egress at that location.
So, this would be, I think, very significant. I'm not sure whether that's achievable, but I think this
gives us the opportunity to look at that.
One of the points that came out in discussions with Amy Taylor is that there are some well
easements, I think, along this corridor right here.
But I don't think it's, you know, extremely difficult to relocate those to be adjacent to the roadway
and whatever alignment that roadway ultimately takes.
Getting back to some other points. In a staff report -- primarily, I think, the focus of the staff report,
at least what we gleaned from it, was that there was concern that this was really an isolated 80-acre sending
district.
Most of the other sending districts or all of the other sending districts are larger and -- and they're
contiguous to a larger block of sending land or to the crew lands or something along those lines.
And I think Mitch did a very good job of -- of providing or depicting for you the connectivity that
this site actually has. I think we probably didn't do a very good job of communicating that to the staff.
The -- the -- the wildlife, I'm going to defer to others who have expertise in that area, but it seems to
me that if the county is spending a considerable sum of money to put a wildlife underpass on Immokalee
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Road at this location, it makes sense to continue that wildlife corridor down to -- to this 80 acres and then
beyond.
I __ you know, again, I think the wildlife really -- and there are wide-ranging species here such as
the black bear, but there are also other small species and, of course, birds.
In terms of the preservation, and -- and I think Mitch touched on it, but to be very specific, under
the neutral designation, the minimum preservation -- the preservation requirement is -- is 45 percent of the
site. The minimum preservation is 45 percent of -- of the site.
And if you do that calculation, you come up with 104.4 acres as being the minimum amount of
preservation that would be required.
Under our proposed change, assuming 80 percent preservation on the sending lands, which the code
requires, and a minimum of 25 percent preservation on the receiving lands, which the code requires, there
is a 2.95 difference, acre difference.
And as Mitch indicated, we would commit to maintaining at a minimum, and in my view, we will
exceed it significantly, that original minimum preservation amount of 104.4 acres. Most likely we will
exceed that because, as you can see, we're required to have a significant green belt around the -- the rural
village.
And there are some wetlands in that area that we would try to avoid impacting through the
development process, which would increase that amount of preservation.
The -- I want to talk just a little bit about the neutral designation. And I'm not suggesting by any
stretch of the imagination that the Bonita Bay Group would develop a project such as this in this fashion.
I want you to know, however, that these roads and these road easements exist as they're shown on
this plan today, and I don't know that they're improved, but they do exist in terms of being platted.
We know there's a market for this type of development. This would be what I would call ranchette
type of development. There's a significant market in Golden Gate Estates for 2.25 acre parcels. The
neutral designation allows development of five-acre parcels.
Now, you can cluster that development and I think Mitch already suggested that if the Bonita Bay
Group was to develop this property under the neutral designation, certainly they would likely cluster that.
There's a benefit to them in terms of lesser cost to extend utility provisions.
And, so, there would be -- probably be more open space. But I think it is important to know that,
you know, this could and is permitted under the neutral designation, and perhaps they would not be the
ultimate developer in the future if this remained in neutral.
The other thing I want to mention is they're -- at least they likely still would create this wildlife
corridor coming down here, so some of those parcels would obviously not be developed in this fashion
under any circumstance.
But, clearly, not developing these 80 acres here and preserving them and connecting them to these
__ this public infrastructure here in the form of high school and/or park, depending on the ultimate location
is more beneficial than what will ultimately happen under the neutral designation.
COMMISSIONER STRAIN: Bob, are you saying that the settlement agreement that you have, the
environmental groups allows that?
MR. MULHERE: I do not know whether the settlement agreement allows that or not. The -- I
think the settlement agreement does require some sort of a wildlife corridor coming down, but I -- I
believe it allows residential development --
COMMISSIONER STRAIN: Well--
MR. MULHERE: -- so --
COMMISSIONER STRAIN: The record I have says it doesn't but if--
MR. MULHERE: Well, I think it's been amended.
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COMMISSIONER STRAIN: It's been amended.
MR. MULHERE: Yeah.
COMMISSIONER STRAIN: So, they amended it to allow that. I wonder what the
environmental group gained to have something like that even permissible and -- because that's what I keep
hearing is the downside to the way we leave -- if we left the rural fringe the way it is.
MR. MULHERE: I think I'd have to defer that to somebody with, you know, specific experience in
-- in the environmental realm that was a party to that as well. And I certainly am not privy to that
information.
COMMISSIONER STRAIN: Before we go too much farther, do you have a -- that map with a
flow way with the blue lines on it and the dots?
Not the flow way, the habitat quarter. Do you have that available?
MR. MULHERE: This one here on the telustrator?
COMMISSIONER STRAIN: No. It was the one before you had an outline of where the wildlife
corridor would be.
COMMISSIONER VIGLIOTTI: With the blue arrows.
COMMISSIONER STRAIN: With the blue arrows on it.
MR. MULHERE: It's -- it's here.
COMMISSIONER STRAIN: Oh, there it is. Okay. Well, could you leave that there?
MR. MULHERE: Yeah.
COMMISSIONER STRAIN: Where you -. where it shows the blue arrows going through. They
basically stop at Immokalee Road. And you're going to be building out a rural village in the north part of
Immokalee Road south.
So, how is the 80 acres that you're talking about as a sending land going to benefit from being a
wildlife corridor? How did it get there?
MR. HUTCHCRAFT: I'll address that. The arrows are hydrological connections.
COMMISSIONER STRAIN: Okay.
MR. HUTCHCRAFT: The dotted line is a wildlife connection. And as I've indicated-.
COMMISSIONER STRAIN: That lines up with the road.
MR. HUTCHCRAFT: At this point right there, there is a wildlife underpass under construction
today. And there is a ground connection that would allow them to cross from the north side to the south
side without crossing the road and without crossing a canal.
COMMISSIONER STRAIN: Okay. I'm probably not understanding your maps.
Could you put the rural -- the village -- the rural vi11age map back on here now?
MR. HUTCHCRAFT: Yeah. 1--
MR. MULHERE: I think I can show you --
COMMISSIONER STRAIN: Okay. Now, if that's the rural village, how does that correspond to
this map?
MR. MULHERE: There's a connection, a wildlife underpass right here.
COMMISSIONER STRAIN: So, they'd run down between the houses.
MR. MULHERE: No. No. No.
COMMISSIONER STRAIN: Okay. How did the wildlife get all the way -- now, first of all, I'm
wondering what would entice them to get down there. But how would they get down through all those
houses?
MR. MULHERE: Well, I think they're -- they're going there right now, the ones that make it across
Immokalee Road. The other ones we see, when we drive by, flattened.
COMMISSIONER STRAIN: Yeah. Until you build the road -- until you build the houses, I would
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imagine, but if you build--
MR. MULHERE: These houses here?
COMMISSIONER STRAIN: Yeah.
MR. MULHERE: This is still going to be a -- a wildlife corridor right here.
COMMISSIONER STRAIN: Did they make a--
MR. MULHERE: This is -- this is a wildlife corridor right here. And if you look at this, there's
a significant amount of native vegetation in this area here. I mean, the wildlife uses this golf course as well.
So, when you couple the wildlife corridor that we're proposing with the -- I mean, it certainly makes
absolutely no sense to build.
Keep in mind -- let me just -- keep in mind, this is receiving land. This is receiving land here. So,
you know, something is going to be here.
But there is going to be an underpass and the wildlife corridor, the intent is to allow them to skirt
the development area using this to come down to these areas.
COMMISSIONER ABERNATHY: And their GPS equipment.
MR. HUTCHCRAFT: And I think it's important to point out that under the rural village standards,
that green belt is required currently to be 500 and proposed to be 300 acres -- or 300 feet.
So, what you see is a continuous 300-foot connection from Immokalee Road down to the 80 acres.
It's continuous, not separated by roads, not separated by housing. It's continuous.
Then it connects north of the road under the road, so you don't have to cross the road, and goes
continuous for another five miles up to the crew habitat.
So, I see that on our property as significant and then when you tie that with adjacent wildlife, it's
significant.
MR. MULHERE: I think we may have a failure to communicate.
Mr. Strain, are you suggesting that because of where we're showing the -- the line on this exhibit
right here, which looks like it's running right through the middle of the houses, that's -- that's only a
conceptual location?
COMMISSIONER STRAIN: No. I'm not suggesting that.
MR. MULHERE: Okay. Because, I mean, obviously, that's flexible and we've located here
because it lines up with the underpass and because it allows for the -- the animals to transverse through here
and take advantage of a whole lot of additional open space here in -- in habitat.
That golf course, I mean --
COMMISSIONER STRAIN: I know what your -- your intent for the line was just to indicate that
there's going to be some kind of connection --
MR. MULHERE: That's correct.
COMMISSIONER STRAIN: -- between the upper part and lower part. And then when I saw this,
I realized, well, where would you possibly put a connection that was realistic? And I - you explained to
me where you think the connection is.
MR. MULHERE: Well, I think we've put the location in the correct area, because again if this gets
developed in a receiving area but not as a village, and it will, you're going to have larger lots spread out
more and there will be less opportunity for wildlife. They'll be running through the houses even more than
they are under this circumstance.
At least you have a dedicated, preserved wildlife corridor coming down.
COMMISSIONER SCHIFFER: Mark, if you look at the northern part, it's actually -- the trail is
actually more screwy because they'll have to -- the trail comes down, they're going to do like a three-sided
turn. I don't think that's going to happen either.
MR. HUTCHCRAFT: But let me clarify because what you see here is a line on the map.
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COMMISSIONER SCHIFFER: Correct.
MR. HUTCHCRAFT: When you look at what's on the ground, there's probably a continuous,
contiguous thousand acres without fences in there.
So, for the sake of our map, we drew a line but could that wildlife come here and come through
here and down through the golf course and across and cross here.
COMMISSIONER SCHIFFER: Of course it will.
MR. HUTCHCRAFT: Absolutely.
So, I -- I think that the discussion over where is the line on the map is really an irrelevant -_ all it's
showing is a connection.
The fact is it's tying together significant areas of preserve that are on our property, that are off our
property, the crew regional ecosystem, the Corkscrew swamp, that's with this wildlife corridor.
And, again, I want to go back to the comments in the permit. These were not things that we did
independently. We did it with the cooperation of Jim Beaver and with the Fish and Wildlife Service.
There was a lot of environmental permitting agency input into how this plan came together.
MR. MULHERE: I just have a couple minor -- additional points and -- and then I'll be finished.
I think that the -- the concept of this being 80 acres and, therefore, isolated, I think we've
demonstrated that it's not.
But beyond that, I can tell you that perhaps not under the sending designation but certainly under
the conservation designation it is -- often developers are required to preserve much smaller parcels of land
because they have habitat value, whether it's animal or plant species.
Sometimes ten, 15 acres of -- ofland that has a unique species on it is requested to be preserved
completely surrounded by development.
Of course, that's not the case here. This is not isolated but it is not uncommon at all. You have
much smaller parcels ofland. You know, requested and required be preserved in a conservation status due
to the environmental benefits of that, at least from the perception of the regulatory agencies.
In conclusion -- you know, Ijust -- I just want to reiterate from -- I think from a planning
perspective, you have a very unique opportunity to have in my view a well respected developer come in
with the opportunity to create a rural village, maybe not and probably not in this exact design, but to create
a connection point between these two, which is very significant, these two arterial roadways.
To address, you know, a pedestrian access to the future school and park site, a bicycle access, a very
short distance, take some of the students from this surrounding area, make it easier for them to get to this
location and to have the environmental benefits of this 80-acre preserve and this wildlife corridor which
extends again some six miles north to literally thousands and thousands of acres of crew land.
I'm happy to answer any additional questions you have.
CHAIRMAN BUDD: Any questions?
Anything more on your team presentation?
Then we'll move on to the staff comments.
Joe?
MR. SCHMITT: Public speakers?
CHAIRMAN BUDD: We'll follow the staff comments with public speakers.
MS. MOSCA: Good afternoon, commissioners. Michele Mosca from the Comprehensive
Planning Department.
The comprehensive plan amendment that is before you is actually a map change only. There are no
commitments by the developer in this particular amendment. The amendment is for the redesignation of
neutral lands to both sending and receiving lands.
Both properties that are being proposed for redesignation to receiving on the northern portion and
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sending on the southern portion have very similar composition of native vegetation. There is no clear
distinction between these two properties.
Redesignation of the sending on the plus or minus 79 acres would -- would in fact create an isolated
sending area, very much different from the other sending areas in that they are -- the other sending areas are
very well connected.
This would provide a linear strip for wildlife habitat only. It is six miles is what I've been told,
which does provide wildlife value.
I want to keep my comments as brief as possible. That's why we, in fact, are recommending denial
not to transmit this petition because the properties are so similar in native composition.
Is there's any questions?
CHAIRMAN BUDD: Any questions ofthe staff presentation.
COMMISSIONER STRAIN: Yeah.
COMMISSIONER SCHIFFER: I have a question. You can go first.
COMMISSIONER STRAIN: Michele, what would -- if -- if this were to pass, what would stop
other people from doing the same thing anywhere they felt they wanted to do it with comparable land?
MS. MOSCA: It would be -- I believe it would be a policy decision. I would defer maybe to either
David or -- or Stan, that if we're going to redesignate lands to accommodate rural villages, again that would
be a policy decision.
COMMISSIONER STRAIN: Well--
MS. MOSCA: Did I answer your question?
COMMISSIONER STRAIN: Well, yeah, but this isn't being done to accommodate a rural village.
It's being done to generate TDRs so they can -- don't have to buy them.
I mean, that's worth about a million dollars at the base that is there now and the price that TDRs are
going for, if they were to take the same amount and get the benefit from the TDR proposal that's coming
up, they would end up with 64 TDRs, which will then be generating a much higher value.
So, I don't think it's being done for the rural village as much it's being done to generate the TDRs
because, one way or another, they're going to use them.
But that's my thoughts on it. I just worry that other people are going to take this idea and run with
it. And we're going to have isolated sending areas popping up everywhere and I don't believe that was the
intent of the whole thing.
MR. WEEKS: For the record again, David Weeks of Comprehensive Planning. I'll just make a
couple observations.
I'm sure the petitioner would -- would take the position that this is a unique circumstance, that
though their sending lands -- they've already stated though their sending land that's proposed is - is
isolated from other sending lands, that because it is adjacent to other habitat areas, over the golf course
notably, and because it has the linear connection with massive preservation areas farther to the north across
Immokalee Road, that the isolation, that they would -- I think their position is the sending land is isolated
but the habitat itself is connected via a corridor.
That is clearly different than the other sending designations on the future land use map and I believe
they have acknowledged that.
The other sending lands are either very large in and of themselves, or in the cases ofthey're very
small sending lands, they are abutting massive conservation areas such as the crew trust lands, Corkscrew
Sanctuary, et cetera.
The other point, I think, Commissioner Strain, you're -- you're right. Any -- any other petitioner
does in fact right now have the right to walk in with an application and ask to have the -- the map changed
to sending so that they could benefit from the -- the increased number of TDRs -- well, in this case from
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neutral to sending to get TDR credits to be able to apply to a project and that's a case-by-case policy
decision that you will -- you would be faced with.
COMMISSIONER STRAIN: Thank you.
COMMISSIONER SCHIFFER: And isn't that a good thing that they would do that?
MR. WEEKS: Well, that's part of your decision-making process. Is it a good thing to have an
isolated sending land?
Isolated from the staff perspective in that there is -- that there's no other sending lands approximate
to it. It's all receiving.
Yes, there's certainly the value of protecting that land. We can't deny that. There's also a value to
having the corridor connection.
Is this the appropriate way to go about that? Do you need to change the sending land?
I think their position is, yes, we do because we want the TDR credit for it as well. And also I think
their position is as a result of designated as sending, stripping the TDRs from it, the actual value of that
land is now greatly diminished, therefore, cheaper to the taxpayers of Collier County to acquire through the
Conservation Collier program.
That again is the policy decision, is do we want to make future land use map changes to
accommodate the development, say, of a rural village as proposed in this case and/or to benefit the
taxpayers of the county by making the land available for acquisition?
COMMISSIONER SCHIFFER: Right. But my question was though, would they be able to do the
rural village without this?
MS. MOSCA: It's my understanding that they would not because they don't have the required
numbers -- number of acres --
COMMISSIONER SCHIFFER: Okay. Thank you.
MS. MOSCA: -- to build a rural village.
CHAIRMAN BUDD: Mr. Midney.
COMMISSIONER MIDNEY: I have a question, Michele.
MS. MOSCA: Yes.
COMMISSIONER MIDNEY: I'm a little bit mystified why Collier County decided to put a
wildlife underpass there because I know that's fairly expensive.
I just don't see wildlife underpasses that I'm familiar with have large wildlife areas on both sides of
the road and this one doesn't.
Can you enlighten me as to how that came about that they decided to put the wildlife underpass
there?
MS. MOSCA: I don't know the answer to that, but let me see ifBill-- is Bill Lorenz available?
He doesn't have the answer to that as well.
CHAIRMAN BUDD: Other questions?
Do we have any advertised public speakers -- or excuse me.
MR. SCHMITT: Yes.
CHAIRMAN BUDD: Public comment.
MR. SCHMITT: We have three public speakers, the first speaker, Brad Cornell followed by Amy
Taylor.
MR. CORNELL: Good afternoon, commissioners. Brad Cornell on behalf of Collier County
Audubon Society.
And I'm here to voice support for this petition. Weare a party that has worked very closely with the
petitioner, Bonita Bay, over a number of years dating back, as you've heard, to the days of bankruptcy
litigation involved with the Twin Eagles development.
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And we have found the Bonita Bay Group to be very helpful partners in protecting habitat and --
and furthering the goals which we believe are public goals of protecting habitat and wetlands in Collier
County.
And we also believe that such a collaboration is something that when it produces something good
for the public, we should be -- we should be doing that, and that's what we -- that's why we are pursuing
that.
I also want to support the big picture approach to examining and reviewing the issues concerning
this petition. It is not a narrow issue and I believe you are correct in asking the questions as you are, which
are regional questions, the comprehensive role and the situation that this petition sits in.
In that context, the comprehensive regional context, I think that -- that that supports the approval of
this petition to amend the future land use map.
The -- first of all, the -- the 79 acres at the south end of the -- the project that would be put into
sending category is certainly supported as you have heard by the environmental nature of the land and that's
confIrmed by the Conservation Collier staff report and the board of county commissioners ranking of
highest priority to purchase.
So, I don't think we have to -- to discuss that. And it certainly is connected via the wildlife corridor,
which is 300 feet wide, and 300 feet is a very viable corridor for wildlife to move within.
300 feet, to answer Mr. Midney's question about why is it here. Yes, it's not the massive, you
know, thousands of acres of -- of habitat, but there is a connection to a terminus that does include hundreds
of acres of habitat that is useful in an -- let's acknowledge this is an urban context or a semi urban context
now in the rural fringe mixed use district along Immokalee Road.
I think we all understand where the development has gone along that corridor. This is something
that's very significant in that regional context. And, certainly, when you -- when you connect it north, is a
very -- we see it as a very useful habitat connection.
And I want to add one more Conservation Collier note on that. There's a project called Unit 53 in
Golden Gate Estates that is being purchased as a multiparcel project that is directly north of Twin Eagles.
And you can't see it on the map that's up there now, but it's a significant habitat portion that's
directly contiguous to crew and it is also contiguous to this wildlife corridor.
So, I think that the county and the state have recognized the importance of this regional wildlife
resource and I believe that this amendment to the future land use map would support that and we
encourage you to recommend approval.
Thank you.
CHAIRMAN BUDD: Thank you.
Next speaker, please.
MR. SCHMITT: Any Taylor followed by your last speaker, Nancy Payton.
MS. T AYLOR: Good afternoon. For the record, I'm Amy Taylor. I'm with the Collier County
Public Schools, their long range planner.
I just wanted to put on the -- the view fmder --
CHAIRMAN BUDD: You rotate that 90 degrees. There we go.
MS. T AYLOR: The Collier County school district as a public facility provider also has an interest
in this project.
We have been working closely not with the -- with the developer or the owner of the property but
with the county itself in this particular area.
We have, as noted on there, several school sites that would -- that would be affected.
School -- high school site EEE and elementary school R are on that property, this property, kind of
beyond this property here.
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The high school is scheduled after the opening of Vanderbilt Beach Road Extension, the
completion, roughly around 2010-2011 is when that's scheduled.
As a result of that and how important that has been, that road extension, we have been working
closely with the transportation department as well as utilities.
I'm not going to bring up my -- my -- my visual because it's, roughly, the same thing, but what it
does show in addition to this is our working with __
CHAIRMAN BUDD: It's temperamental. You just need to shake it a little.
MS. TAYLOR: It's all-- utilities department as well with the county, that we early -- they have an
easement on all of our property and several well sites along the perimeters of our property.
So, it seemed natural that when transportation again began speaking to us about Vanderbilt Beach
Road Extension that -- and this project that the alignment of that road be along with -- because that would
be an access road itself already planned.
In addition to that, and this is really a great opportunity at this point because of it, is that parks,
transportation, utilities, and so forth, we've all had preliminary discussions but we are -- our ultimate goal is
to prepare a conceptual master plan.
With the introduction of this project with the opportunity for an additional road from Immokalee,
this brings about many more opportunities for not just these other concerns from a regional perspective
from environmental, but also a more regional perspective when it comes to providing relief for some of
our schools.
F or example, Gulf Coast High School will be -- it is one of our more challenging high schools in
order to keep the population down.
With an access directly from Immokalee Road, this would greatly increase our ability to directly __
directly funnel those students, teachers and parents through another access corridor rather than 951, which
would have -- would have been the case, 951 to Vanderbilt.
So, it's a great opportunity.
And just on Immokalee Road, there is another school site, an elementary school R -- L, I believe,
and that would also be the opportunity for enhancement of access could be provided for that as well.
So, we're -- in terms of the -- the staffs recommendation, we have no opinion on that, but in terms
of the infrastructure that this property would provide for the -- for additional enhancement to access, the
school board supports.
Thank you very much.
CHAIRMAN BUDD: Thank you.
There are no other speakers?
MR. SCHMITT: Nancy--
CHAIRMAN BUDD: Oh, I'm sorry. My mistake, Nancy. How could I overlook you?
MS. PAYTON: Okay. All right.
Nancy Payton representing the Florida Wildlife Federation.
We have a very long history with this project and we have a very good cooperative working
agreement since 2001 with Bonita Bay to do creative and forward thinking, smart growth techniques, or
whatever you want to call them, on these -- on Immokalee -- on Twin Eagles property.
We amended our 2001 agreement early last year to allow for TDRs in hopes of promoting a rural
village south of Immokalee Road.
We support this amendment and we support a rural village there. It provides the opportunity for the
fIrst rural village and it will set a standard.
We're confident that Bonita Bay will set the standard for how other rural villages could and should
be done.
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January 6, 2004
It also is an important component for a regional planning effort as you've heard from Miss Taylor
and others who have spoken regarding roads, schools, and conservation lands.
It uses TDRs. We like that because it saves lands in sending areas.
It includes the conservation parcel that was proposed by Florida Wildlife to Conservation Collier.
And also is supported by north Golden Gate Estates residents who are our members who live immediately
south ofthis parcel. They like this idea and they like it as a buffer.
The parcel, the 80 acres, was rejected by Collier County recently because -- as a Lake Avalon Park
because of its high environmental values. And I don't think any of us dispute that the 80 or 79 acres, 78
acres has high environmental values.
I did pull up some of the comments I had made when it was proposed to Conservation Collier, and
I'm just going to go over them quickly and that is about the regional con activity to public and private
conservation lands, connects the crew lands to the north.
It's a wildlife corridor and flow way that was designed with input from both state and federal
wildlife agencies and it's incorporated into our Twin Eagles settlement agreement.
The wildlife crossing under Immokalee Road was designed to the specifications of both the wildlife
agency. It connects those conservations plans north and south and provides that corridor with con activity.
That's -- Immokalee Road is the only road that cuts across that corridor. And there's fencing along
the road to encourage wildlife to use the crossing.
It's a crossing that is large enough for black bear. Our board member, Franklin Adams, lives
immediately in -- south of the 80 acres. I think it's on the 15th. He has black bear in his backyard and this
will help ensure that he will continue to enjoy black bears in that area.
The corridor includes a flow way that brings water from crew lands. The breached berm above
Bonita Bay's golf course preserved land comes under Immokalee Road and as it comes down from the crew
lands it rehydrates wetlands along the way.
It abuts the county park and two school sites or maybe three. We like the idea as well of changing
the -- flipping the park and the schools and also redesigning the road and we're going to be watching that
very closely.
It provides co-location for parking and related activities so Conservation Collier would not have to
__ should they receive this parcel with the fourth -- or the third bonus TDR, there already would be an
opportunity for people to park their cars and other amenities.
Excellent nature opportunities for people that are in the urban area, the rural fringe area and the
estates area.
There is not a large conservation area that's close to this part of the estates and that would provide
that opportunity.
It's accessible from the urban area via Vanderbilt Beach extension, accessible to the estates through
the 13th Street Northwest bridge that crosses the canal into the school and the park property and potentially
from Rock Road.
We urge you to look at this as a package and how the rural village concept and the sending lands
fits into a bigger picture for that area and not to think about, well, somebody else might want to do it and
we don't want to set a precedent.
You should look at this as how it fits into that part of the community. And it does help that part of
the community.
Nature benefits from this amendment, the 80 acres, the corridor, the TDRs, no five-acre lots down
there on well and septic, the rural village is required to be on central water and sewer.
We -- we urge you to please -- urge -- recommend approval for this and we look forward to
working with all interested parties on roads, utilities, parks, schools, land conservation and the rural vi11age.
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Thank you.
CHAIRMAN BUDD: Thank you.
MR. SCHMITT: There are no -- no other registered public speakers.
CHAIRMAN BUDD: Michele, did you have some summary comment?
MS. MOSCA: Yes, I do. Again, for the record, Michele Mosca.
I just have three additional points that I wanted to add on to the record.
With regard to Conservation Collier and the potential future sale of this 79 acres, I've spoken to a
representative from Conservation Collier and they're interested in the property, whether it's designated
neutral or sending.
Second, as stated by the applicant, the wildlife corridor will -- will be built whether the property is
neutral or sending.
And, finally, this is a legislative process, so these commitments for road construction, development
of a rural village in providing a wildlife corridor is not binding with this amendment.
CHAIRMAN BUDD: Okay. Thank you.
Summary comments by the petitioner?
MR. ANDERSON: We want to avail ourselves to answer questions and I wanted to answer a
question Mr. Strain had posed about designating the sending lands and that being the real motivation for
this to strip the TDRs.
We ran some numbers here and the 80 acres, if all the bonuses are approved, would generate 80
TDRs. The rural village itself would require a total of between 600 and 700 TDRs.
So, we're far going to exceed any TDRs that we generate from the sending lands.
COMMISSIONER STRAIN: Well, I knew that.
MR. ANDERSON: Well, I wanted to make sure.
COMMISSIONER STRAIN: It's saying that those TDRs that you're going to generate from lands
that didn't generate them prior to this are worth something.
MR. ANDERSON: But we can't do the village without this change--
COMMISSIONER STRAIN: I've got a question for --
MR. ANDERSON: -- and there are only four that are allowed.
COMMISSIONER STRAIN: Were you on the rural fringe committee or were you -- did you attend
those meetings?
MR. ANDERSON: I attended the meetings. I was not a member of the committee.
COMMISSIONER STRAIN: You've had a lot of people speak here today. If I'm not mistaken, a
lot of them were in the committee meetings, too, or attended them.
This property was shown this way and approved this way and recommended this way less than a
year ago.
Why wasn't this discussed at that time, during -- prior to its recommendation?
MR. ANDERSON: First of all, it was two years ago, and second--
COMMISSIONER STRAIN: Well, was--
MR. ANDERSON: And, secondly -- I'm going to answer your question.
The settlement agreement limited the use of this property to golf courses and neutral allowed golf
courses. So, at the time Bonita Bay did not object.
Since that time, the settlement agreement was amended to allow use of the property consistent with
the new rural fringe regulations.
And, lastly, the thing that has changed is Conservation Collier didn't exist to want this property
either.
COMMISSIONER STRAIN: Okay. Thank you.
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MR. ANDERSON: Thank you.
COMMISSIONER STRAIN: The TDR program was approved in March of'03, wasn't it, or
enacted? Or '04. I'm sorry.
MR. ANDERSON: Yeah, but the -- but the -- the neutral designation was placed on the property
two years ago.
COMMISSIONER STRAIN: Okay. I just wanted to know the approval date.
MR. ANDERSON: Thank you.
CHAIRMAN BUDD: Okay. Thank you.
With that, we'll close the public hearing.
Do we have a motion on this item?
COMMISSIONER SCHIFFER: I'll make a motion.
CHAIRMAN BUDD: Mr. Schiffer.
COMMISSIONER SCHIFFER: Yeah. I make a motion that we move to forward this with
approval -- forward CP-2004-2 for approval to the board of county commissioners.
CHAIRMAN BUDD: Do we have a second?
COMMISSIONER CARON: I'll second that.
CHAIRMAN BUDD: Motion by Mr. Schiffer, second by Ms. Caron.
Discussion?
COMMISSIONER STRAIN: The applicant has -- suggested some things that they would do. If
they're not part ofthe motion, how do we make sure they're done?
Maybe the County Attorney can answer that since we know -- or we're learning that things said on
record don't count as much as we think they do.
MS. STUDENT: Well, again this is a legislative matter, so for it to be binding on the property
would somehow need to find its way into the text of the amendment.
COMMISSIONER STRAIN: Well, I would certainly think the motion maker might want to
suggest that.
CHAIRMAN BUDD: Mr. Anderson, do you want to guide us in that effort?
MR. ANDERSON: Most certainly.
The commitment that was made was to file before the fmal adoption hearing. So, if we have not
filed when we come back before you, because you -- you're back in the adoption process, then that is the
time that you enforce it.
COMMISSIONER STRAIN: You're going to file the rural fringe village application? What is it
you're intending to file?
MR. ANDERSON: The rural village PUD rezone application will be filed, assuming all these
amendments are approved, will be filed before the final adoption hearing for these amendments.
CHAIRMAN BUDD: Okay. And at that time if you've not complied, and we're at the adoption in
June, we can reject at that time.
MR. ANDERSON: I'm -- I'm sure, Mr. -- you all will find it in the minutes and remind me of it.
Thank you.
COMMISSIONER CARON: Well, ten -- Marjorie, is that--
CHAIRMAN BUDD: We'll probably do that.
COMMISSIONER CARON: -- sufficient?
MS. STUDENT: I think it -- it has to be because it's not going to be an adopted amendment yet.
So, you will be having -- you will be having it come back before you, and then if the condition has not been
met, then that -- you can take that into consideration at the time that you make your final recommendations
on adoption of the amendment.
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CHAIRMAN BUDD: Further decision on the motion?
There being none, we'll call the question.
All those in favor, signify by saying aye.
Aye.
COMMISSIONER VIGLIOTTI: Aye.
COMMISSIONER CARON: Aye.
COMMISSIONER SCHIFFER: Aye.
COMMISSIONER ADELSTEIN: Aye.
CHAIRMAN BUDD: Those opposed?
COMMISSIONER MIDNEY: Aye.
COMMISSIONER STRAIN: Aye.
COMMISSIONER ABERNATHY: Aye.
CHAIRMAN BUDD: Okay. Let's have the show of hands on those in favor.
(The commissioners in favor raised their hands.)
CHAIRMAN BUDD: One, two, three, four in favor.
Those opposed?
(The commissioners that were opposed raised their hands.)
CHAIRMAN BUDD: One, two, three opposed.
Motion carries.
So, with that, we will break for lunch. It is 12:40. We will take one hour. We'll be back here at
1 :40 to hear the next agenda item.
(A luncheon recess was had from 12:40 p.m. until I :40 p.m.)
CHAIRMAN BUDD: All right. We'll call the planning commission back to order starting with the
Item D, No.3, CP-2004-3. That is the amendment to the future land use element, future land use map to
create the new Vanderbilt Beach Road neighborhood commercial subdistrict. I'll hear from the petitioner,
please.
MR. YOV ANOVICH: Thank you. Good afternoon. For the record, Rich Yovanovich
representing the petitioner. With me today are Tammy Kipp and Amy Turner, who own one of the parcels
and has a contract to purchase the other parcel; Wayne Arnold, the -- with Grady Minor, the professional
planner on the project; Dean Smith with Grady Minor to answer transportation questions; and Chuck
Mohlke, who did our market analysis to answer any questions regarding the market analysis.
I'll take you briefly through the request. This is a request to create a new subdistrict on two parcels
-- I'll try the mike to see ifit works -- the two parc -- the two parcels on Vanderbilt Beach Road. The first
parcel is approximately 9.18 acres, and it is on the comer of Livingston Road and Vanderbilt Beach Road.
This aerial is a little dated. Livingston Road is obviously in place and
operating. That's a six-lane facility. Vanderbilt Beach Road is scheduled to be upgraded to a six-lane
facility in the near future.
On that parcel we're requesting 100,000 square feet of retail and office uses that you would typically
find in the Cl to C3 zoning district and/or a combination of up to 200,000 square feet of indoor
self-storage.
The second parcel is approximately 7.73 acres. It has an existing PUD on it that would allow an
ALF or a skilled nursing facility. We're requesting the same type of uses ofCl through C -- C3, retail and
office uses, and -- but that's 80,000 square feet on that parcel and up to 160,000 square feet of indoor
self-storage.
Staff, I believe, has provided you with some revised language with your packet. That language is
acceptable to us, and it includes the conversion factor if we do the indoor self-storage versus the retail, so
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there's a -- there's tradeoff of basically two square feet for each -- for each -- for each 2 square feet of indoor
self-storage, we reduced the retail by a square foot.
The firm of Fraser and Mohlke has performed a market analysis to determine ifmore retail and
office is necessary for the area. Your packet includes this report, and your staff agrees that in the year 2005
there's going to be a need for additional retail in this area.
As I mentioned, Livingston Road is now open, and Vanderbilt Beach Road is scheduled to go -- go
under improvement in the relatively near future. Your transportation department has reviewed the petition
and has determined that the petition does not adversely affect Livingston and Vanderbilt Beach Road. The
remaining public facilities, water, sewer, drainage, solid waste, et cetera, will not be significantly affected
by the project.
Your staff has recommended that the planning commission recommend approval to the Board of
County Commissioners, and we are requesting that the planning commission also recommend approval to
the Board of County Commissioners.
The staff report was very detailed. I won't reemphasize anything in the staff report. We're available
to answer any questions you may have regarding the proposal, and with that I'll keep the comments brief so
we can keep the day moving.
CHAIRMAN BUDD: Very good. Any questions for the petitioner? There are none at this point;
sure to be some later.
COMMISSIONER STRAIN: We're going to start with staff.
MR. YOV ANOVICH: Oh, you caught me off guard.
CHAIRMAN BUDD: I'll give you a little minute to breathe. I'd like to hear the staff report,
please.
MR. MOSS: Good afternoon. John David Moss with Comprehensive Planning. As Mr.
Y ovanovich stated, unless there are any questions, staff is recommending that the CCPC forward Petition
CP 2004-3 to the BCC with the recommendation of approval to transmit to the Florida Department of
Community Affairs.
CHAIRMAN BUDD: Very good. Questions? Mr. Weeks.
MR. WEEKS: Mr. Chairman, I just want to make sure it's clear. You received in your packets
right in front of your staff report for this petition a memo dated December 22nd. It's got revised language.
I just want to make sure that you're all aware of that. And that's the language that staffhas
recommended approval of and which the petitioners are in agreement with.
The -- the language shown in that December 22nd memo is a strike-through, underlined version
modifying the version that is in the staff report as well as that shown within resolution Exhibit A, so that's
__ that memo reflects staffs recommendation, and -- excuse me -- and the petitioners have agreed to that
language.
CHAIRMAN BUDD: Okay. Very good. Any questions? Mr. Abernathy.
COMMISSIONER ABERNATHY: Mr. Moss, does the county have a capability of doing its own
market analysis of a project, or do you just rely on the petitioner?
MR. MOSS: We rely on the petitioner. In this case they used Mr. Mohlke's fIrm.
COMMISSIONER ABERNATHY: I know -- I know all that, and I know Chuck very well, but I
have sort of a jaundiced view of market analyses as well as traffIc analyses performed on behalf of the
petitioner. They always seem to come out in support of the petitioner, but we don't have anything to
counteract that.
MR. MOSS: No, sir.
COMMISSIONER ABERNATHY: Okay.
CHAIRMAN BUDD: Mr. Weeks.
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January 6, 2004
MR. WEEKS: Mr. Chairman, I'll just comment briefly that, of course, we don't just accept it at
face value. We do review their application -- their -- their market studies, and to the best of our ability we
-- we check it for accuracy and appropriateness of -- of their findings and their conclusions.
If they're suggesting there's a need for additional commercial, we want to make sure all the facts are
straight; have they identified all of the commercial zoning that's in place within their identified trade area,
as an example, and the amount of developed commercial, the population, and/or dwelling unit projections
they've shown for the surrounding area. We do our best to double check to make sure they've got their
ducks in a row.
And we certainly agree with you. I've never seen a study that came back that said, no, we don't __ a
study saying that it would not support what's asked for.
COMMISSIONER ABERNATHY: David, I was just thinking. It just occurred to me that perhaps
there's more than one methodology. You're checking what he did using his assumptions and so forth and
so on, and there might be another way of -- of slicing that onion, but that's for another day, I guess.
CHAIRMAN BUDD: Other questions?
COMMISSIONER STRAIN: I've got a few.
CHAIRMAN BUDD: Let's get Mr. Schiffer's short list --
COMMISSIONER STRAIN: All right.
CHAIRMAN BUDD: -- first.
COMMISSIONER SCHIFFER: The indoor storage would normally be in C5 zoning?
MR. MOSS: That's right.
MR. WEEKS: And C4 as a conditional use.
COMMISSIONER SCHIFFER: Do you have a chart that shows the surrounding zoning? I don't
have anything that actually shows -- because the only really concern I have is that 360,000 square feet of
indoor storage is huge, and it's an industrial use. I mean, your report points out the other zoning, but it
doesn't really point out that this is, in essence, an industrial zoning you're requesting on Vanderbilt.
MR. WEEKS: I'll make a couple of comments on the surrounding land use. First of all, this map
doesn't show either to the west or the south. To the west of this site, jumping across Livingston Road, is a
golf course maintenance facility and then golf course within Pelican Marsh. And, of course, as you can
clearly see, to the north is the Pelican Marsh PUD. The land use in that area is also golf course only.
So it's abutting golf course and a maintenance facility on a couple of sides with -- with Livingston
Road intervening. To the -- directly to the south of both parcels across Vanderbilt Beach Road is
residential development multifamily within the Vineyards PUD and, let's see, to the south -- to the
southwest. So both south of Vanderbilt Beach Road and west of Livingston Road is also residential
development within the Vineyards PUD.
COMMISSIONER SCHIFFER: But the driveway is a nice landscaped rural kind of area. I use it
every day, and it doesn't -- to me -- I'm not sure where an industrial zoning would be appropriate.
MR. WEEKS: I think I'd agree -- agree with you. As I think you're aware, the -- as we just stated,
the -- the indoor self-storage facilities are allowed in industrial and in C5 and C4 by conditional use. I
would mention to you, as I imagine the petitioner would as well, that the -- the type of indoor stealth __
self-storage facilities that we're seeing developed are of a -- I'll call it a softer look than a typical storage
facility that you might envision.
If you think of some of the newer ones that have been built -- for example, the one up the road on
the east side of Airport Road just north of Davis Boulevard is one example, another one built in the last few
years on the south side of Pine Ridge Road between 41 and Goodlette. These are some of the newer
storage facilities. They have to comply with the architectural standards in our LDC. They -- certainly
they're multi-story, but from a visual standpoint I would characterize them as having a much softer look
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than what you would anticipate for a -- for your basic industrial development.
COMMISSIONER SCHIFFER: And I've designed one, probably the nicest one, I hope, in Marco
Island, so I know what they are. But the concern is that, you know, they are rooftop and pavement.
They're huge. I mean, that's -- and especially 360,000 feet of building and then the pavement in front of
each of those bays is something -- at least I'm not convinced that that's a good idea.
COMMISSIONER VIGLIOTTI: Brad, I tend to agree with you I live not too far up
the road in Island Walk. I go back and forth on that road every day. I can't see the need for a storage
facility in that area. It's just way out of -- it's usually in a Commercial 4 or 5 zone. There's a need here for
residential. It's fine. But why do we have to have a storage facility there when there's other places we can
put them? And they're usually 24 hours--
MR. WEEKS: Yes.
COMMISSIONER VIGLIOTTI: --which is not appropriate for the area.
MR. WEEKS: Perhaps the petitioner will want to respond to that at a later time.
CHAIRMAN BUDD: And then, while the petitioner prepares their response, it's interesting to me
that we've been beating the stuffmgs out of transportation issues all day and in favor of a storage facility
which people visit every few months, six months, a year, certainly don't go there every day, to suggest that
we would put in residential within an infinitely exponentially greater traffic impact -- I'd much rather see a
great big storage facility, but I'm -- I await the petitioner's comments.
COMMISSIONER STRAIN: Would they be affordable storage facilities?
CHAIRMAN BUDD: Affordable storage facilities, yes, even better.
MR. WEEKS: Then we can triple it for you.
CHAIRMAN BUDD: Then we can increase our densities, yes.
Other questions?
COMMISSIONER STRAIN: Yes.
CHAIRMAN BUDD: Mr. Strain, you're on.
COMMISSIONER STRAIN: I don't know if Rich was going to respond so...
CHAIRMAN BUDD: Well, let -- okay. Let's go that way. Richard, if you would address that
issue, and then we'll-- while you're up there and batting, we'll let Mr. Strain have at you.
COMMISSIONER STRAIN: No, it's not him. I wanted to --
MR. YOV ANOVICH: He wants staff, which is kind of a nice thing.
COMMISSIONER STRAIN: I've got questions of staff. Equal opportunity.
MR. YOV ANOVICH: And I understand the comment and the concern about self-storage and the
industrial-type use, and we're certainly, you know, willing to include architectural standards, if that's the
concern, and hours of operations. What we had in mind is the type of facility that Olde Naples Self-Storage
has done on Goodlette-Frank Road, which is close to Pine Ridge, also close to Autumn Woods -- and
there's a project going in immediately adjacent to it -- or, you know, Lock-Up, which was on the south
side of Pine Ridge Road, as -- as Mr. Weeks had pointed out, which is immediately adjacent to a
residential neighborhood.
I mean, literally right behind us are homes, you know, single-family homes, and we worked with
the neighborhood to make sure that we had good architectural standing. That building looks like an office
building. It really -- you know, and you pull in for self-storage there -- we're talking about those -- that--
those compatibility issues will obviously be addressed at zoning. It's not our intent, Mr. Schiffer, to build
360,000 square feet of indoor self-storage, and it's not our intent to have self-storage on both parcels.
I mean, if we need to put a provision in there that says we can have it on one or the other, we can
__ we can live with that. It was never the intent of -- of -- of doing that. It was -- you know, you had to put
an upside perimeter -- parameter in there. There we -- it's not a 24-hour operation.
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You know, Mr. Budd, I appreciate what he was saying about traffic. I mean, from a traffic
standpoint, I would think you'd want me to build 360,000 square feet of indoor self-storage because that's
the best thing that could ever happen on -- on the road from a traffic standpoint. I'm not saying that's the
best thing from a neighborhood standpoint, but from a transportation standpoint I would -- I would think
that definitely is better for the community from a transportation standpoint.
And, you know, we've -- we've talked about transportation issues on earlier petitions, and -- and
we're working with the same type of issues here, so I think that self-storage is an appropriate use there, the
type we're talking about, not --
CHAIRMAN BUDD: Thank you. Mr. Strain, your questions?
COMMISSIONER STRAIN: Yes. Some of the -- I've got two or three different versions of this
document, so if I'm reading from one that's been improved, just tell me __
MR. MOSS: Okay.
COMMISSIONER STRAIN: -- and I'll go on. But one of the elements for Parcel 2 -- Parcel 2 is
the one that's an existing PUD.
MR. MOSS: Right.
COMMISSIONER STRAIN: In that existing PUD, there are very -- specifics involving buffers
and things like that and I'm sure will come into play in comparison when the new PUD comes in as a
response to today's meeting. But one of the things you include in the GMP, which is normally found in a
PUD, says the maximum building height for any use shall be 42 feet above the finished grade of the site.
My concern there is we have two definitions in the LDC. One is called building height zoning, and
one is called building height actual. And I don't know which one of this you're referring -- which one of
these you're referring to. I think the actual starts at the grade. But is that the maximum building height? Is
the 42 the actual, or is that to be the zoned?
MR. MOSS: I'm going to defer to David for that.
MR. WEEKS: We had not even thought of that, Commissioner.
COMMISSIONER STRAIN: Well, the only reason I'm thinking of it is someone's going to live
with that because you put it in the GMP. Maybe we should just strike it from the GMP.
MR. WEEKS: We wouldn't object to that, to deleting the language. As you know, it's not
uncommon to have height limitations and other --
COMMISSIONER STRAIN: Right.
MR. WEEKS: -- development standards that some have -- generally speaking are more
appropriate in a PUD. But we've got a tradition here in Collier County of being rather specific on a lot of
our amendments. Staff has no objection to -- to deleting it. You're certainly correct that at the rezone stage
that will be evaluated as to what the appropriate height is when you get much more specific information
presented to you about the surrounding development and the proposal for this site as well __
COMMISSIONER STRAIN: Well, the existing--
MR. WEEKS: -- just as you would for setbacks and buffers and so forth.
COMMISSIONER STRAIN: The existing PUD is for -- you see a lot of this -- is three habitable
floors. Kind of interesting is Parcel 1 doesn't have any height listed in it, so that's what made me wonder
why we bothered with listing it in Parcel 2.
MR. WEEKS: I believe that's because it's -- it's abutting the residential development; whereas,
Parcel I is not.
COMMISSIONER STRAIN: Okay. I just -- so what would staff like to see? I mean, I don't want
to -- either give me a zoned actual or an elimination of it, and then we can fight it out at the PUD level.
MR. WEEKS: The petitioner's saying they want it to refer to zone height.
COMMISSIONER STRAIN: Okay.
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MR. WEEKS: Staffhas no objection to--
COMMISSIONER STRAIN: Of course he's going to say that.
MR. WEEKS: Staffhas no objection to simply deleting it.
COMMISSIONER STRAIN: I think that would be best because then if he doesn't provide the
proper buffers then we can fight with the height when it gets to that point at the PUD level, so -- okay. So
that's going to go out. I've got to make notes so I can tell some -- on the second page of one of the reports I
have, it's talking about changes to the Urban Commercial District Policy 1.1, and everything that's
underlined is new.
We've got Item 11, which is Vanderbilt Beach Road Neighborhood Commercial Subdistrict -- and
I'm going to slow down for you; sorry -- Item la, Livingston/Radio Road Commercial Infill Subdistrict,
and 9, Livingston RoadIV eteran's Memorial Commercial Infill Subdistrict. Why are these underlined for
this entry into the GMP when we're only -- we should only be doing -- dealing with the one on Vanderbilt
Beach Road?
MR. WEEKS: The -- the reason for that is -- is a bittle -- a little bit of a housecleaning that half --
staff inserted into there. If we didn't, then to correctly identify this subdistrict, it would be -- I think the last
one you said was No. 13. It would be skipping two numbers. What's happened is we've adopted two other
subdistricts but failed to amend this policy to reflect them, so we're doing that housecleaning matter at the
same time so we can properly number this item.
COMMISSIONER STRAIN: Okay. I was afraid we were approving something we haven't seen --
MR. WEEKS: No, sir.
COMMISSIONER STRAIN: -- at least in this context here.
And, David, I guess maybe you can answer this. I notice that this intersection has some other
empty parcels around it in between these, for example, south of these, across the road from these in that one
case. Why are we not master planning this area instead of having it come in piecemeal? Is there -- I mean,
when we went through with this -- with the GMPs for the -- countywide we picked places that we wanted
to use for accommodating activity centers and things. Has anybody thought oflooking at that in regards to
this issue?
MR. WEEKS: Not specifically. We've done the -- the broad-scale planning that we've -- that
we've accomplished so far in the original adoption of the plan and going through one EAR, and -- and now
a second EAR has been adopted. Our next step is to implement those amendments -- implement that
through amendments, but we've not identified this or any other major intersection for specific master
planning.
COMMISSIONER STRAIN: So is it assumed that it's better just to come in piecemeal like this?
Because it helps maybe if it's master planned to get the interconnections and all the other criteria for access
points and things like that, I would think. I just was hoping that maybe after today someone would at least
think about it over at the staff.
MR. WEEKS: Right.
COMMISSIONER STRAIN: I know you can't do anything today about it.
MR. WEEKS: I can't disagree that master planning would be the better way to do it. I don't think
the staffhas the resources -- or at least the commitment to provide the resources necessary to -- to do the
master planning for all of the various intersections in the -- in the county -- major intersections in the
county such as this. Even though that may not be an extensive list, there's a heck of a lot of work involved
in -- in doing that.
COMMISSIONER STRAIN: On the memo that you sent out -- or whoever sent it out -- I think it
was from one of you guys -- there made -- you made some word changes. I kind of want to understand a
couple of them.
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You said that for mixed-use development residential density shall be limited to 16 dwelling units
per acre. Isn't that what the GMP allows anyway? Why -- is there a necessity to restate it here?
MR. WEEKS: What this is providing for is -- is that they're specifically eligible for 16 units per
acre development here. If we did not state that, then they would be limited to the density rating system,
which essentially would be four units per acre. What -- what we've done is, as you will recall about __ I
think it was October of last year. The last amendment cycle we adopted the residential mixed-use
neighborhood commercial subdistrict and, also, the commercial mixed-use subdistrict, both of which
provide for a mixture of commercial and residential uses and have specific provisions for what density is
allowed, which is different from the density rating system.
We want to promote mixed-use development, and one way of doing that is allowing a higher
residential density in those developments, so we're -- we're __
COMMISSIONER STRAIN: You're giving it to them, and they're not even asking for it.
MR. WEEKS: That's correct.
COMMISSIONER STRAIN: Oh, wow.
MR. WEEKS: I mean, so it will be their choice ifthis gets approved and ultimately the rezoning
as well, similarly, it will strictly be the developer's choice whether or not to do a mixed-use development or
not. Staff inserted that, and the petitioner didn't object, because we wanted to provide that opportunity to
develop mixed use.
COMMISSIONER STRAIN: I noticed staff also struck their references to Cl through C3 and
substituted the word "commerciaL" Now, I'm assuming that means the intensity of that can be regulated to
any way the BCC finally decides when it comes in for a PUD rezone; is that right? Because commercial
could connotate different meanings in a C I to C3.
MR. WEEKS: We're -- I think you're referring to under Parcel 1 (n)(2) where we struck through
some of the material.
COMMISSIONER STRAIN: Yeah. I'm sorry.
MR. WEEKS: That was for ease of reference. What we tried to do was clarify that all ofthe -- all
of the uses other than indoor self-storage would be considered commercial as opposed to having to say--
regarding the square footage adjustments, if such square footage of storage is built, then there's a reduction
in the amount for the other uses. Rather than have to continuously spell out C I through C3 plus the other
commercial uses allowed, we just said commercial uses.
If you look at the lead-in paragraph that -- the first paragraph of this new subdistrict, it spells out
generally the types of uses allowed, C I through C3 plus some other types of commercial uses. So it's
really just a matter of convenience --
COMMISSIONER STRAIN: Okay.
MR. WEEKS: -- to do that.
COMMISSIONER STRAIN: On the staff analysis, traffic capacity/traffic circulation analysis, the
TIS and everything was reviewed. It says that based on the construction of the program improvements,
which I -- I understand is the six-laning of Immokalee -- of Vanderbilt Beach Road, so based on that I--
my question coming up for the applicant eventually will be -- I'm hoping he's not going to ask for building
permits until that road gets six-laned, but we'll get to that.
Under the appropriateness of change on the staff report, page 6, the third line, it says, "As the
subject property borders the North Naples and Urban Estates Planning Communities" -- where is the Urban
Estates Planning Community on that zoning map? I -- since I live in the estates, I didn't understand it to be
that far over.
MR. WEEKS: I believe the boundaries are both Vanderbilt Beach Road and Livingston Road.
COMMISSIONER STRAIN: So the Urban Estates Planning Community goes -- even though this
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is not anywhere near the estates area, this goes -- it goes all the way over to Livingston Road?
MR. WEEKS: That's correct. That's just the name of the planning -- for example, the -- the
Golden Gate Planning Community includes some of the estates, Golden Gate City, and some non-estates
area. The -- the Rural Estates Planning Community also includes some -- some non-estates.
COMMISSIONER STRAIN: I don't think the Golden Gate Planning Community contains
anything that doesn't have the name Golden Gate in it, though.
MR. WEEKS: Yes, sir, it does. Actually, it does include maybe a couple of sections or so of part
of the Berkshire Lakes development, as I recall.
COMMISSIONER STRAIN: I didn't know that. Okay. My other questions center around the
market conditions, so I'll wait till Chuck can go.
CHAIRMAN BUDD: Are there any other questions for staff? Well, then keep on going with your
questions. Chuck's available.
COMMISSIONER STRAIN: Okay. Chuck, it's kind of -- I mentioned to you earlier the primary
trade area that you used for this report included the Golden Gate Estates area or at least a portion of it
I know there's a deficiency in commercial in the Golden Gate Estates area, so it really helps to use
that, but I'm not sure that Golden Gate Estates people are going to drive all the way over here to benefit
from this commercial.
Having -- living there myself, we've got much more prime areas north and south on 951 than going
this direction. I'm just curious as to why you used that -- that area.
MR. MOHLKE: If it pleases the honorable commission, Mr. Chairman, what I'd like to do is make
some preliminary remarks. I will, of course, respond to Commissioner Strain's very good question, and I
will begin by commenting, if I may, on Commissioner Abernathy's opening remarks.
It should be made clear to anyone who examines these reports in any detail that everything --
everything is referenced as to source. And what is the source? Mr. Weeks' Department, the Transportation
Division.
There are no -- in this report no independently gathered and reported information that will require
separate authentication in terms of determining its appropriateness, its accuracy, or its viability. There is
none of that in any of the reports that we have ever submitted since 1989.
So we are -- I use a word here that is unconventional for this kind of comment. Weare totally
hostage to the information that is provided by the Comprehensive Planning Cepartment and the
Transportation Division or other of the county departments who provide routinely to this commission and
to the Board of County Commissioners and a variety of other users of these resources the information
which you rely on in every instance.
And I'm now going to make a comment which I'll use in conclusion because I think it's very
important. One of the concerns that a person like myselfhas in regard to this is we are working with very
elderly data. When we look at the build-outs that were done in 1994, May of 1994, which had been
updated to some modest degree in 1997 and again in 1998 and early 1999, that information has led to a
variety of outcomes that you have heard me before when you had your November meeting and there was
comments on the Golden Gate area and some of the issues which were before you at that time that we now
are confronted with the dilemma beginning this year in terms of population projections in the Golden Gate
area planning community in which we are frozen in terms of our population estimates because this is
board-determined and mandated policy that those population projections cannot be exceeded in any
document that the staff provides.
You look at the population projections, and Mr. Weeks will advise you that by the time you get to
the year 2020 you will have four planning communities that have frozen populations year to year because in
the build-out study it was determined that those would be the maximum population. Mr. Weeks will
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respond as he thinks appropriate to those remarks.
Then one final response if I may, and it's important that this be mentioned because at the time of
the EAR back in 1995 -- there are some sitting here who have been a part of this process since then, but
many are relatively new to the process. There was determined at that time -- and I will read from this __
that every market study to determine viability must include the following: IIEvidence of population growth
and the adequacy of infrastructure capacity, particularly roads, to support future residential and commercial
growth in the analyzed area."
You must document that. That's what we always do in Section 1 of these reports. And the data
which we use is county-generated data. This is not an invention, something sprung like a phoenix
from the head of the annex okay.
COMMISSIONER STRAIN: Chuck, what -- I mean, I can get to my question real quick. You're
just telling me that the data -- the primary trade area was determined because of the county data. You __ if
that's all you --
MR. MOHLKE: No, that's not what I'm saying.
COMMISSIONER STRAIN: If that's where you're going, that's okay. I just need to know.
MR. MOHLKE: Commissioner Strain, I'm not saying that.
COMMISSIONER STRAIN: Oh, okay.
MR. MOHLKE: I'm not saying that. I'm just going to finish my point, and -- and I don't mean to
be tedious, but I thank you for your patience. Secondly, the amount, type, and location of existing zoning
and developed commercial used in proximity to the proposed development and, lastly, a market demand
within a generalized service area surrounding the subject site, those are requirements. They have always
been requirements.
Now, back to the market area. The market area does not include anything -- anything east ofI-75.
It includes nothing east ofI-75. That's made clear in Section 1. The reason that the information is in there
regarding market demand is it struck us, and there was agreement with our consultants who are here with
you today, that we needed to have something by way of comparison.
And if we're talking about the urban estates, which does go below Pine Ridge Road and has as its
western border Livingston Road, that we be able to make some comparison between adequacy of
supportable commercial throughout Gold -- the entire Golden Gate area and make the specific comparison
for purposes of this study of the urban estates, which goes into deficit this year.
The urban estates, half of which is west ofI-75 and half of which is east ofI-75 -- so if you are
concerned that we are using for purposes of making recommendations, Commissioner Strain, information
which applies to analyzed Areas 2, 3, and 4 way out into the far reaches ofthe state, we are not.
And here gives me a chance to compliment staff in regard to Mr. Abernathy's question. The
material which is in here regarding market demand is a staff-generated, very professional market demand
analysis done, as you know, Commissioner Strain, because you served on the Golden Gate Area Master
Plan Restudy Committee. Tom Tomlinson late of the comprehensive planning staff did all of that work.
Weare using the body of that unedited in this report.
And Commissioner Abernathy should receive some level of comfort that the staffhad taken this
initiative and provided this information as an update of the work done by Plan Tech, Reynolds, Smith &
Hills way back in 1986 and 1988. They did that work. We rely on that work, and we use it for the
purposes of this study.
So we are reliant for purposes of defining a market area of the roads, a virtually unobstructed major
arterial road, Livingston, and a major collector road, which will be greatly improved on Vanderbilt Beach
Road, and we use for purposes of defining a market area the two-mile radius concept, which is typical for
determining neighborhood centers which this certainly is because it does not exceed 225,000 square feet,
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therefore, to qualify as a community center.
That's a long, and you may find it, a tedious response to your question, but it's important that those
predicates be down before we start the discussion.
COMMISSIONER STRAIN: Before we start the discussion?
MR. MOHLKE: Yes.
COMMISSIONER STRAIN: Okay. Well, I'm not going to ask you anymore questions today
because I can ask you about it via phone call and be more productive than taking everybody's time now. So
I'll -- I'll defer to that before -- between now and the time these come back to us.
MR. MOHLKE: Because, Commissioner Strain, to be overly aggressive about this, had you
provided me with that opportunity via phone call before this meeting we could have resolved a lot of these
Issues.
COMMISSIONER STRAIN: Don't--
CHAIRMAN BUDD: Mark, don't allow yourselfto be stymied be a respondent that's even more
particular than you are in your questions.
COMMISSIONER STRAIN: Chuck, if you had given me your report in enough time so I could
have read it before today's meeting, I would have done that.
MR. MOHLKE: The report was supplied to Collier County on the 23rd of April of last year.
COMMISSIONER STRAIN: Then you should have given it to me because they just gave it to me
last week, and I had --
MR. MOHLKE: I can't respond to that.
COMMISSIONER STRAIN: -- three of these -- well, that's -- that's the reason so ...
MR. MOHLKE: Thank you.
CHAIRMAN BUDD: Further questions?
COMMISSIONER STRAIN: No. Oh, one of Richard.
MR. YOV ANOVICH: I was so close.
COMMISSIONER STRAIN: Richard, I'm sure you want to not pull a building permit till
Vanderbilt Beach Road is six-laned; right?
MR. YOV ANOVICH: No, I'm not sure of that. Mr. Strain, we -- we're -- we're like any other, you
know, petitioner. We -- we -- we're willing to live with the county's concurrency management system,
within those rules. Weare willing between now and the adoption hearing, because I'm not prepared today
to say it's all or nothing, to think about a possible phasing schedule that could -- could work for everybody,
but today to say absolutely -- because we -- we don't know what we might bring to you.
We might bring something to you that will have an absolute minimal impact that there's no reason
to wait for building permits until the road's done, but, you know, we have the -- we'll be willing to make
that commitment, but between now and adoption we'll look at and see if we can propose some kind of a
schedule that would address the concerns about Vanderbilt Beach Road because we believe, especially on
the corner piece -- I mean, you have Livingston Road -- that if -- I'm sure we've all used it. I mean, I use it
as often as I can. It functions great.
So why would we want to limit -- I mean, we may have no impact on Vanderbilt Beach Road while
we do the corner. I don't know. We'd just -- we'd just like to leave that open preferably till zoning, but
between now and the adoption hearing we'll do some thinking about that, ifthat's acceptable --
COMMISSIONER STRAIN: Well--
MR. YOV ANOVICH: -- to the commission.
COMMISSIONER STRAIN: -- there's eight people up here, so it ain't me.
COMMISSIONER VIGLIOTTI: Rich, I have a question. How about hours of operation and the
fact that you'll maybe use just one parcel instead of two for storage?
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MR. YOV ANOVICH: I can commit that it'll -- we won't have it on both parcels. So if we come in
on Parcel 2 we won't come in on Parcell and vice versa. And ifhours of operations are an issue we __ we
can commit to an hour -- hours of operation as well as architectural standards. We have no interest in a
24/7 operation, to give people access 24/7.
COMMISSIONER VIGLIOTTI: Fine.
COMMISSIONER CARON: Is -- is there -- are you thinking about a mixed use, though?
MR. YOV ANOVICH: Yes. I mean, I don't -- we're not -- you know, it's not our intention that
we're going to have a hundred percent self-storage.
COMMISSIONER CARON: No. No. No, I realize that, but __
MR. YOV ANOVICH: You mean residential and __
COMMISSIONER VIGLIOTTI: Three-story mixed use?
COMMISSIONER CARON: Yeah.
MR. YOV ANOVICH: Residential -- we -- we don't know. And, honestly, it was an idea that staff
generated, but it seemed like a good idea. I mean, the concept is we're trying to encourage that where
possible, and it's very similar to the commercial -- the commercial criteria that's in -- in the comp plan
already. I mean, it's -- we're almost verbatim with what's already existing for commercial -_ commercially
zoned properties already that you're coming in and asking for a mixed use. We -- we haven't thought about
that.
CHAIRMAN BUDD: Mr. Schiffer.
COMMISSIONER SCHIFFER: Rich, what's the depth of the site? Do you know? I mean, that's __
MR. YOV ANOVICH: Just under 600 feet, we believe.
COMMISSIONER SCHIFFER: And then the concern is, I mean -- and I guess it may be a
question to the chairman. Do we have to approve both of these parcels? Can we break this application up?
I mean, because this is a beautiful strip down through this area. There's no commercial on it at all save a
dog-and-horse thing out there. To -- to put commercial into this area -- I mean, is -- is there -- I mean, I can
understand around the corner at Livingston and Vanderbilt. I don't understand a deep -- across from
Village Walk and everything.
And, again, I'm still not a fan of the, you know -- and I know as nice as they can be designed, you
know, a mini store-it is a mini store-it. It can be a good-looking mini store-it. You know, it's the
lipstick-on-the-pig problem. It's still a mini store-it.
MR. YOV ANOVICH: Right.
COMMISSIONER SCHIFFER: And then, I guess, the thing would be is if we did allow mini
storage, could we, you know, require a certain distance off of Vanderbilt for the gates and all?
MR. YOV ANOVICH: This is -- this is all things, Mr. Schiffer, that we would expect we would
address in the -- in the -- at the zoning hearing. I mean, we're not -- we seem to be talking an awful lot
about self-storage, but don't forget we're asking for, you know, retail and office as well.
COMMISSIONER SCHIFFER: Right.
MR. YOV ANOVICH: But, you know, we would -- we would expect that -- and I don't -- I don't re
-- I don't think you were on the planning commission when we came through with the Lock-Up's project on
Pine Ridge Road. I know Mr. Budd was and Mr. Adelstein was. I think, Mr. Midney, you were on there.
We went through -- and, Mr. Abernathy, you were.
We went through quite a process with the neighborhood to make sure that we were compatible
with the neighbors, and that's what we would expect would happen at the zoning to make sure that we
would address all of those issues. It's difficult to do it now because I don't have -- I don't have a real project
for you, but at zoning we can come back and talk about setbacks, and we'll talk about the height.
I mean, Mr. Strain has taken out the 42 feet, so there's no guarantee -- no guarantee of 42 feet. We
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can -- we can get in all these details, and you may ultimately determine at the zoning that, you know what,
on Parcell you don't want self-storage. I mean, we don't know. I mean, we'll have to -- we'll go through
those details at the zoning, but we're -- we're committed to making sure that architecturally it looks good,
operationally hours -- we're not going to be a 24/7 operation, and we do think that traffic-wise you'd kind of
want us there.
COMMISSIONER SCHIFFER: I mean, the concern is the neighbors aren't involved. I'm -- I don't
know.
MR. YOV ANOVICH: But they will be in zoning, as you know. And, you know, it's totally
different, and if you want us to, you know, like --like we -- I volunteered earlier, to go out and do, you
know, the neighborhood information meetings that we do typically with zoning related to comp planning,
we'll be happy to do that.
COMMISSIONER SCHIFFER: I haven't been on the board long enough --
MR. YOV ANOVICH: Yeah.
COMMISSIONER SCHIFFER: -- but I do know that projects come forward and everybody says,
"Well, we approved that back at the GMP thing." I mean, that's been used. So what you're saying -- I
mean, I just -- you know, I just can't believe that we'd put--
MR. YOV ANOVICH: Other they may have. I mean, you know, a comp plan's no guarantee. It's a
parameter. You know, we've got to come in at the zoning process and justify. If we want the maximum
under zoning, we've got to show you that, you know, we meet the criteria. It's just -- it's an outside limit.
COMMISSIONER SCHIFFER: But then the problem is we're zoning with a PUD and you can't
discuss the look of the building because everybody's going to say that's taken care of at SDP, and then it's
gone; it's out of our hands. And then it's just the architectural standards so we don't get to put the hammer
that we should be putting maybe now.
MR. YOV ANOVICH: Well -- and we're committing to that. We're committing to architectural
standards. I mean, if you need to put them in now, we understand.
COMMISSIONER SCHIFFER: I know those standards well. They're not good enough for
Vanderbilt Beach Road with a mini store-it. But, anyway, I'm through.
CHAIRMAN BUDD: Mr. Weeks.
MR. WEEKS: Just a couple of points responding to Mr. Schiffer's -- Schiffer's comments.
Number I, unless Margie tells me different, I would say you do have the ability, if -- to go to the extent of
only approving this subdistrict change on one of the two parcels. I believe that's fully within -- she's
acknowledging. That's fully within your -- your powers to make that recommendation and for the board to
act on that as well.
Secondly, seeing as how the comprehensive plan amendment does establish parameters, if you
think the parameters proposed are not appropriate, you have the ability to recommend something different.
That -- that could be in the realm of, say, a self-storage fac -- as an example, self-storage uses are approved
for both of the parcels, but only one can actually develop with it. So if you develop it on one the other one
can't have it.
You could do that and/or place a different square footage cap on the self-storage. They have
ranges proposed here. You could always say, however, in no event will -- will the self-storage exceed
50,000 square feet or lOO,OOO or whatever number you think is appropriate.
CHAIRMAN BUDD: Okay. Further questions? We -- Mr. Arnold.
MR. ARNOLD: For the record, Wayne Arnold. I just wanted to interject. It seems like there's a
lot of discussion about the mini-storage component of this project on Parcel 2, and, as we've discussed, it's
an optional component for either because it didn't fit nicely and neatly into Cl through C3, but I think we
all have recognized that it is a very low-intensity use, which is what we were trying to achieve so that
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there can be transition.
And in respect to our neighbors at Wiltshire Lakes that was viewed as something that would be a
potential very compatible land use relationship with them developed properly, and I think that, as Mr.
Y ovanovich said, we're clearly here to commit that we're willing to include architectural standards or
whatever else may be necessary to allow the planning commissioners to -- to understand that this doesn't
have to look like an industrial use.
And it hasn't in other context been viewed as an industrial use. I think it's been viewed really as a
very good transitional use in the context of -- of our planned developments in Collier County. It's not said,
but I think that clearly we would be hopeful to come back through the planned unit development process
for both parcels so that we can demonstrate, you know, all of these criteria to you.
And, as Mr. Y ovanovich said, these are the outside limits. The comprehensive plan designation __
you know, all of Collier County has a plan designation on it, and we -- we come back through at zoning
within those limits. And today at the comprehensive plan level we have certain criteria that must be
established for these two parcels which we think are -- are justified.
We'll come back through zoning whereby we will have very specific standards that we will live by,
and hopefully at that point we have a very specific project that we're selling so that, you know, maybe mini
storage isn't even a component at the time that we come back through this in the next 12 months, likely,
with zoning for you-all to look at that. But I would hope that you would at least keep that opportunity open
for a lower intensity use that we can make look like an office-type use.
COMMISSIONER STRAIN: Just out of curiosity -- David, maybe this is a question you could
answer -- if they have a GMP that says they can have these commercial-- commercial uses, Cl through C3,
and we use the words "and indoor self-storage use shall be allowed," does that mean that if they come back
with it we have to allow it?
I guess that may be where the fear is here is that they may not come back with a plan using
self-storage that works at all and for what we feel would be the right thing to do.
MR. WEEKS: What that language is simply providing is that all of those uses are allowed. I
mean, they -- they are -- they shall be allowed within the subdistrict. Okay. The subdistrict is there, and it
allows that use. That is not a mandate that you must approve the use at zoning stage.
COMMISSIONER SCHIFFER: But is that a right they have? I mean, can we deny them that use
later?
MR. WEEKS: Certainly. As -- as part of your -- your review of the rezone petition and based on
the criteria in the land development code, if you determine that's not an appropriate use for any of the
reasons, the public facility impact, the compatibility, going back to your comments of the -- possibly the
size of the structure or its appearance or -- or the associated parking and so forth, I -- I believe that's fully
within your right to deny that.
CHAIRMAN BUDD: Miss Student.
MS. STUDENT: I think probably to more accurately reflect the intent and what Mr. Weeks has
stated, the use of "may" instead of "shall" could be placed in the amendment. And, also, there's case law
that tells us that when you do a comp plan amendment unless there's a public health, safety, and welfare
reason to deny something, if it's consistent, you know, you pretty much need to allow that unless you can
show there's a connection between that, an ill effect on the public health, safety, and welfare, which we
look at the criteria for a rezone as going -- and, you know, as -- as being, obviously, for the public health,
safety, and welfare.
So because of all of that I would state that we may be better served to use the word "may" instead
of "shall" because then it could be interpreted like our density rating system where those maximum
densities are not a right. You can approve them, but you don't have to approve them. I think that gives us a
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little more leeway.
CHAIRMAN BUDD: Thank you. And, Mr. Weeks.
MR. WEEKS: And certainly I would defer to Margie's comment. I'd want to make an additional
comment. I think, as I look at the language specifically where we struck through the word "include" and
"shall be" -- I think that's what Commissioner Strain was referring to -- the reason we made that change
was because we wanted it to be all inclusive.
Ifwe left it as the uses would include, that suggests that there are additional uses. We were trying
to place a limit on the use. We didn't want the -- to anyone, petitioner or -- or the public or anyone else to --
to read this to mean those uses listed are allowed, but there may be others as well. Again, so it was trying
to be limiting, but we'll certainly refer to -- to Margie's opinion as to the correct wording to -- to meet that
intent.
CHAIRMAN BUDD: Very good. Further questions? We've had the petitioner's presentation, the
staff report. Are there any advertised or registered speakers?
MR. WEEKS: No, sir.
CHAIRMAN BUDD: Okay. Summary comments? They've been made. No need to make them
if you've said all --
MR. YOV ANOVICH: No.
CHAIRMAN BUDD: Very good. We'll close the public hearing. Do we have a motion?
COMMISSIONER VIGLIOTTI: Well, I have a motion to approve contingent upon some of the
changes that Rich agreed to; the hours of operation, not to exceed one parcel of the two.
CHAIRMAN BUDD: Do you want to add something to that?
COMMISSIONER STRAIN: I'll make a -- first we need a second. I'll go ahead and second the
motion for discussion, and that will be it.
CHAIRMAN BUDD: Good. Motion by Mr. Vigliotti, second by Mr. Strain. Further clarification
on the motion?
COMMISSIONER STRAIN: The only thing I'd suggest -- if we could put in specifically that the
height references in Parcel 2 will be removed and that the word "may" will be substituted where the word
"shall" is in regards to the storage areas.
And one other question I had -- I wanted -- would like you to consider if Margie -- I would -- I
want to make sure that Richard comes back with a proposed schedule. Is there some way -- between now
and the time we hear this for adoption, is there some way that can be weaved into the motion, or is that
inappropriate?
MS. STUDENT: I wouldn't recommend that that be included in the comp plan because we're
getting -- I've talked to staff over the years about how specific these are getting, and it seems like they could
be getting even more specific. I don't think that's appropriate in a comp plan amendment.
Ifhe wishes to make some kind of commitment on the record, that may, you know -- I think that
would be helpful, but I just don't think it belongs in the comp plan itself.
COMMISSIONER STRAIN: Okay. He's already made -- he's already told us he'll consider it and
come back. I just would like Richard to know that's going to be an important consideration at the adoption
level. So that would be fine then.
MS. STUDENT: What you may wish to do is make a separate motion that -- you know, related to
this but that directs them to come back within that time frame, but it would be part of the comp plan. It
would be a separate motion as a planning commission direction. That's a little unusual. We haven't done
that before, but I think that does give it -- what shall I say? -- not some dignity, but it does give it some
weight in terms of something to hang our hats on.
COMMISSIONER STRAIN: Well, Bob, those two recommendations, if you wouldn't mind as an
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amendment to your motion, I'll second that with those recommendations.
COMMISSIONER VIGLIOTTI: That's fine.
COMMISSIONER SCHIFFER: One thing --
CHAIRMAN BUDD: Mr. Schiffer, discussion?
COMMISSIONER SCHIFFER: Yeah, I'd like to discuss could we put in a requirement that the
indoor self-storage can't be closer than 200 feet to the public right-of-ways.
CHAIRMAN BUDD: Aren't we getting ahead of ourselves at a growth management plan
amendment?
COMMISSIONER SCHIFFER: Well -- but they're going to come to us with a design, and that's
what I'm saying. We may as well tell them.
CHAIRMAN BUDD: No. No. No. They don't -- they're not going to have a design.
COMMISSIONER SCHIFFER: You're going to come with a PUD?
CHAIRMAN BUDD: No, they're not going to have a PUD.
COMMISSIONER STRAIN: At the adoption hearing?
COMMISSIONER SCHIFFER: No. No. No. I mean the next time you see me in the -- in the
stage of the project.
COMMISSIONER STRAIN: At the adoption hearing assuming the adoption report gets to __
COMMISSIONER SCHIFFER: Right. But what we come up with today is what we hopefully
will get adopted.
COMMISSIONER STRAIN: Right.
COMMISSIONER SCHIFFER: And then the next time is what I meant.
CHAIRMAN BUDD: Oh, okay.
COMMISSIONER SCHIFFER: The reason is that that would prevent -- I mean, they could do a
lot of designs. They've got a lot of options in terms of uses that could be in front of that. We're not
diminishing the use of the property. We're just preventing industrial uses alongside of Vanderbilt Beach
Drive, which is a beautiful drive, once again.
COMMISSIONER VIGLIOTTI: I don't have a problem with adding that onto my motion.
CHAIRMAN BUDD: Well, I -- I have a huge problem with it. We're not in the zoning site
development plan. We're -- I think -- you know, maybe we need some staff advice on that. I think we're
getting the cart way ahead of the horse.
COMMISSIONER SCHIFFER: Well, we're doing height requirements. What's the difference?
COMMISSIONER STRAIN: No, we're not. We're talking out the height.
CHAIRMAN BUDD: No. No.
COMMISSIONER STRAIN: We're cleaning it up. We're actually making it the opposite direction
to the height issue.
CHAIRMAN BUDD: Right. I think you have a good point, Brad. I think it's just not the right
point -- the right time to poke it.
COMMISSIONER SCHIFFER: But here is the problem: If it is adopted, it will be adopted as it is
today hopefully --
CHAIRMAN BUDD: Sure.
COMMISSIONER SCHIFFER: -- when it goes through the process. And then the next time we
see them they're going to have a site plan with a mini store-it along the road, and then they -- everybody's
wasted time and --
CHAIRMAN BUDD: Well, then we can reject it and they can redraw it and they've wasted their
time.
MR. YOV ANOVICH: I would -- I would ex -- I would expect that when I bring the PUD I'm
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going to have development standards. And, remember, we just went through on Buckley. You froze me at
a certain -- at -- at a certain distance off of Airport Road.
I mean, I think we would -- we -- that's where we would deal with it, at -- at -- at the -- at the PUD.
I may come with you and say, "I want to be, you know, 150 feet," and I may show you that makes perfect
sense because it keeps me away from the people of Wilshire Lakes, but if you put me at 200 you may be
put -- putting me closer to the people at Wilshire Lakes or closer to the golf course.
I just think that, you know, we'd like to bring you the development standards at the PUD and not at
the comp plan.
COMMISSIONER ABERNATHY: You're right. You're right.
MS. STUDENT: Oh, may I just --
CHAIRMAN BUDD: Yes, Miss Student.
MS. STUDENT: When you start doing this at the comp plan level, first of all, you box yourself --
the more stuff you put in the comp plan amendment then you're boxing yourself in when you come to the
rezone and you don't have the flexibility because, as I stated, that you -- if they come in with something
consistent with the plan, unless there's a public health, safety, welfare reason to change it and you can show
that there is, then you're stuck with what's in the plan. So instead of being helpful to you-all -- I don't think
that's helpful.
Furthermore, to amend the comp plan, you have to go through two hearings, a DCA review, and --
COMMISSIONER ABERNATHY: Just what we're going through now.
MS. STUDENT: Right. And then, God forbid, somebody wants to challenge one of those things.
Then the county's put through an expense of going through an administrative process. So a comp plan is to
establish densities and intensities and land uses, and it -- you know, just as I look at this it seems like we're
getting more -- you know, it's kind oflike once the -- there's a crack, you know, it becomes a hole and then
the whole wall goes.
And I see that's what we're doing with, "Well, we got specific in one amendment," and now we're
just doing that more and more and more. And you really start to box yourself in when -- when you get that
specific because, again, the law requires land uses, densities, and intensities and that they be in the future
land use element and they be on the future land use map. And so I -- you know, I -- I just see some
practical difficulties with getting that specific in the amendment time.
'COMMISSIONER ABERNATHY: Mr. Chairman.
CHAIRMAN BUDD: Sir.
COMMISSIONER ABERNATHY: Ifwe fiddle with this much longer, we may have something
that we won't even recognize --
COMMISSIONER STRAIN: Yeah.
COMMISSIONER ABERNATHY: -- six months from now. I'd like to call the question. I think
we've got a motion.
CHAIRMAN BUDD: Mr. Weeks.
MR. WEEKS: I'd just like to get clarification on the motion, Mr. Chairman. I believe there were
four points. One was -- not -- not in the correct order. One was striking the height-limit sentence.
CHAIRMAN BUDD: Okay.
MR. WEEKS: Secondly was changing the word "shall" to "may" regarding the uses allowed. The
third was limiting the hours of operation, but I'm not -- I didn't catch what that would be, and I -- do we
want to include that in the --
CHAIRMAN BUDD: I think that's what we just got an extended discussion --
MR. WEEKS: Okay.
CHAIRMAN BUDD: -- from the --
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January 6, 2004
MR. WEEKS: Right.
CHAIRMAN BUDD: -- assistant county attorney that it's inappropriate at this time.
MR. WEEKS: Correct.
MS. STUDENT: I don't really think that belongs in the comp plan amendment.
MR. WEEKS: Okay. And -- and was part of the motion to allow storage on only one of the two
parcels?
COMMISSIONER VIGLIOTTI: Yes.
CHAIRMAN BUDD: That's correct, yes.
MR. WEEKS: So there's three points then; height shall -- okay.
CHAIRMAN BUDD: Mr. Vigliotti, is that consistent with your intended motion?
COMMISSIONER VIGLIOTTI: Yeah. I will change the motion. As long as I know we get
another pass at this --
CHAIRMAN BUDD: Okay.
COMMISSIONER VIGLIOTTI: -- I don't have a problem with that.
CHAIRMAN BUDD: And, Mr. Strain, that's -- your second is consistent?
COMMISSIONER STRAIN: As long as we defme what parcel was it that we're limiting the
storage to.
COMMISSIONER VIGLIOTTI: Either one.
COMMISSIONER STRAIN: Either one?
COMMISSIONER VIGLIOTTI: Either one, I or 2.
CHAIRMAN BUDD: Very good. Motion and second are cleared. Call the question. All those in
favor signify by saying "aye."
COMMISSIONER MURRAY: Aye.
COMMISSIONER MIDNEY: Aye.
COMMISSIONER BUDD: Aye.
COMMISSIONER STRAIN: Aye.
COMMISSIONER ABERNATHY: Aye.
COMMISSIONER VIGLIOTTI: Aye.
COMMISSIONER CARON: Aye.
CHAIRMAN BUDD: Those opposed?
COMMISSIONER SCHIFFER: Aye.
CHAIRMAN BUDD: It is 7/1. The motion carries.
COMMISSIONER SCHIFFER: A C5 with lipstick isn't appropriate there.
CHAIRMAN BUDD: Okay. We will be moving on to CP-2004-4, a petition requesting an
amendment to the future land use element to amend the rural fringe mixed-use district sending lands to
add three transfer of development rights (TDRs) bonus provisions for each one TDR credit for the
following items.
All right, Mr. Anderson.
MR. ANDERSON: Good afternoon, Mr. Budd and members of the planning commission. My
name is Bruce Anderson. I'm here today with Robert Duane, AICP, planning director of Hole Montes &
Associates and the planner on this TDR amendment who put together the data and analysis to support the
amendment, a Herculean task.
Also with me today is David Ellis, the executive vice president of the Collier Building Industry
Association, and also present with me today -- I'd like to introduce CBIA's co-applicants on this petition,
Nancy Payton of the Florida Wildlife Federation and Brad Cornell of the Collier County Audubon Society.
Indeed, you did hear right. Large segments of the development community and the environmental
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community as represented by these three organizations are working together to try to successfully
implement the county's growth management plan for the rural fringe, and that is to direct new development
to appropriate locations, already impacted lands, called receiving lands and to protect from new
development valuable environmental lands called sending lands.
One ofthe primary ways which the growth management plan seeks to accomplish this is through
the transfer of development rights, or TDR, program. The TDR program's intent is to allow an owner of
sending lands, quote, "To recoup lost value and development potential through an economically viable
process of transferring such rights to other more suitable lands," end of quote. The key phrase is
"economically viable."
An economically viable TDR program is a very important defense for the county to have in
defending against more than 500 ERASAC (phonetic) private property rights protection claims that have
already been filed by owners of sending lands. Simply put, the Harris Act provides for a compensation
remedy based on loss and fair market value of property before a new regulation and after a new regulation
is applied to property.
Now, I know that some folks don't like it when they hear someone, particularly a lawyer, mention
the Harris Act, but that is like trying to ignore the elephant in the room. You just can't ignore it. The staff
report states, quote, "To date county records indicate that zero TDRs have been severed from
approximately 21,127 acres of sending lands eligible for particpa -- for participation in the TDR program,"
end of quote.
I submit to you that the rural fringe TDR program is stalled out at the starting line and is not
succeeding in its aims to encourage voluntary preservation of environmentally sensitive lands. As the
material submitted by CBIA reflects, as prices have risen for platted estate lots so have prices for land in
the nearby rural fringe, and although sending lands generally have a new restricted density of one dwelling
unit for every 40 acres, all of the previously deeded parcels that are less than 40 acres, even less than 5
acres for that matter, are permitted one dwelling unit for each previously severed parcel.
The county's TDR web site lists 1,457 separate parcels of sending land that are less than 40 acres,
and of those parcels 1,078 are five acres or less. Now, according to those who have unsuccessfully sought
to acquire TDRs, because of estate lots escalating in value, five-acre sending land parcels being bought up
to be used for ranchettes and are being purchased for upwards of $10,000 an acre; however, the same
market forces that make these five-acre parcels attractive for development of single-family homes make it
nonviable economically for a developer to pay $50,000 and more for the right to build one dwelling unit
before they've ever bought any property upon which to put the dwelling unit on.
Hence the problem with the present TDR program is that even ifTDRs could be purchased at
$50,000 or more a TDR unit, it is not economically viable for them to be bought and used at the present
time. The solution proposed in this amendment would make it more profitable to conserve the land and
sever TDRs than to sell it for residential development.
Instead of $50,000 for title to the property, or one TDR unit, the owner can receive more and the
developer can pay more than $50,000 ifthere are more TDR units available to be severed from the
five-acre parcel. And, of course -- as Dr. Nicklaus will explain, of course the market will determine all of
that.
The amendment is a four-way win all the way around for the environment, for owners 01 sending
lands, for owners of receiving lands, and for the county. The county's environmental advisory counciltrecognized this and unanimously recommended approval.
Now, in a moment Mr. Ellis, Miss Payton, and Mr. Cornell will each explain about one ofthe TDR
bonus proposals of which there are three. Mr. Cornell will elaborate, but I want to tell you that we have a
concern with putting in the comprehensive plan a 25-year maintenance requirement. We think that the
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term of a maintenance requirement is a more appropriate specific matter to be put in the land development
code.
Closely related to the problems of -- of getting the program off the ground are some changes that
are proposed in the very specific standards that are listed in the growth management plan for rural villages,
which is where higher densities and commercial uses are encouraged.
The proposed changes to the rural village design standards include some changes proposed by
county staff. In a rural fringe stakeholder meeting held by the county in July of this summer, a consensus
was reached by and between county staff, the environmental community, and the property
owners/development community interests that in order to encourage the establishment of rural villages
and to provide for flexibility and project design and more creative use of open space that the average
width ofthe perimeter green belt that is required should be changed from SOO feet to 300 feet and that the
minimum width be changed from 300 to 200. The minimum average 500-foot requirement was felt to be a
serious disincentive to rural village development.
After you hear from Mr. Ellis, Miss Payton, and Mr. Cornell, ifthere are questions -- and I'm sure
there will be -- I and other members of the team will be glad to try to answer those questions. We do urge
you to follow in the footsteps ofthe environmental advisory council in recommending approval of these
amendments. And I'll ask Mr. Ellis to come forward. Thank you.
MR. ELLIS: Good afternoon, Commissioners. Thank you for hearing us today. And, again, the --
the bonus they've asked -- asked me to explain is the early entry bonus. By the way, my name's David Ellis.
I should have said that in didn't.
The early entry bonus is probably the easiest one to understand. It really is just like the bonus you
approved for the eastern lands. Those that participate in the first five years, they're -- an early entry bonus
there, this would actually be a three-year window for the early entry. Dr. Nicklaus recommended that.
The idea behind it is really to kick-start the program. It's, you know, that extra incentive to get
going. One of the challenges, as Mr. Anderson mentioned -- the really unanticipated escalation of property
values in that area has really exaggerated the need to move ahead quickly, and the hope with the early entry
is it'll encourage people to move quickly and get involved in the program.
We -- we're -- we think it's very important that this piece come into the puzzle because, again, it -- I
think it's going to help get everything going as soon as possible.
MR. CORNELL: Good afternoon again, Commissioners. Brad Cornell on behalf of the Collier
County Audubon Society, one of the petitioners on this. And I'm here to give you a little more information
about the restoration and maintenance TDR bonus -- the environmental restoration and maintenance TDR
bonus.
And this is the second ofthe three, and it's a -- it's being implemented and suggested and proposed
in recognition of some very serious problems that we have with the -- with the rural fringe TDR program
and the rural fringe protection of sending land, environmental values, and that is that we have no
incentives or no way to achieve management on private lands without something to intervene.
We -- you know, a private landowner can sell his TDRs, and that's good for getting development
off there, although, as you have heard and will hear more, we're not getting even that. We have no way to
actually effect management of the land, and that is what is necessary if we're going to have red-cockaded
woodpeckers or Florida panthers or Florida black bears or any ofthe species that currently live and occupy
this habitat.
And certainly we would not be able to do prescribed burning or introduce rehydration of
overdrained wetlands that exist on -- on North Belle Meade in particular. So it's very important from our
perspective, from an environmental perspective, to achieve some incentives for landowners or -- or the
purchaser ofthe TDR with the land to do management on that land.
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Now, the other failure that we have recognized is that the high land prices have resulted in a greater
incentive and a greater value for landowners to build a house on that land, particularly when you look at the
-- the ownership pattern. We've got 1,130 property owners oflots less than 5 1/2 acres, and ifall of them
build a houses because they're allowed to based -- based on the program that's like Golden Gate Estates,
and that is not going to preserve the environmental value of the sending lands. And -- and if that occurs I
will have to say that this would be a failure, a miserable failure.
So we've got to recognize that shortcoming that we did not realize we had before partly because we
did not anticipate the -- the escalation of the land prices -- the incredible escalation ofland prices and the
other problem of being -- we have no -- we recognize now we have no way of inducing or incentivizing
management. So those are the reasons we would like to propose an environmental restoration and
maintenance TDR bonus.
So the way it works is a landowner who wishes to receive an extra credit in addition to his base
credit and in addition to the -- the early entry bonus that you just heard about, although not necessarily in
addition to that if they do it after three years, would contract or actually perform management ofland -- the
land that he has himself in accordance with a listed-species management plan or -- or management
guidelines that are in effect for the habitat and area that -- that he owns land within. Excuse me. That was
a very terrible sentence.
That -- the cost of that conceivably would run as high as $3,000 an acre if it was highly exotics
infested, which some of it is. Maleleuca and Brazilian pepper are -- are the bane of environmental
existence in much of Collier County and -- including in North Belle Meade, the 10,000 acres of sending
land in North Belle Meade.
So that's an expensive proposition; however -- and -- and because of that this bonus is probably the
most expensive to achieve. There are, however, incentive programs available through the federal
government, the -- under the Farm Bill and -- administered through the NRCS that provide grants and __
and incentive programs to enable landowners to do these kinds of management actions, and we fully
expect that those would be taken advantage of and reduce the cost per acre for each of these.
In addition to that, there would be a requirement for -- before they would receive the TDR credit,
the bonus credit, for this they would have to pay into or provide assurance for perpetual management and
maintenance of that land once you have cleared the exotics and done whatever management is necessary
under the management plan for that land, and that is an important -- a very important step because it also
goes along with the next bonus, which is the conveyance.
That money that is paid into a fund to provide for the perpetual maintenance of the land would go
along with the land when it's deeded over to get the conveyance TDR, and you'll hear more about that from
Nancy Payton. The amount, though, however, is surprisingly less than you would think. About $722 is __
is the figure that -- that we are to understand is -- is correct, and this is based on the South Florida Water
Man -- Water Management District management figures for CREW lands. When people have to give
mitigation land to CREW, they require $722 per acre to provide for perpetual man -- management and
maintenance of that land, per acre, and that's -- if you figure it out, based on a $24-per-acre cost, which is
the way the management -- water management district figures it, that's over 30 years' worth of
management.
In the -- that brings up another issue. So, anyway, that -- that's the parameter that we're expecting
the cost to be, about $3,000 tops for managing really highly exotics-infested land and $722 for perpetual
management. Perpetual management right now has been listed in the -- the growth management plan
amendment language in front of you as 25 years, and that came from Conservation Collier and Bill Lorenz
from the environmental services department having to figure out a way for Conservation Collier to interpret
their perpetual requirements -- you know, they're required to perpetually manage Conservation Collier
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land. They needed a budget for that. Well, what does perpetual mean? Well, it's a long time. So they -- in
order for them to budget, they figured 25 years.
We propose to you that 25 years is really something that ought to be in the LDC. Perpetual is the
intention, and perpetual is interpreted by the district, water management district, which would be a very
likely recipient of these lands, as $722 per acre, and that's the high end. I asked Ed Carlson, who manages
the land at Corkscrew Swamp what does he pay per acre to maintain his land. Less than five acres -- less
than $5 per acre per year, and the reason for that is it's better-quality land that's deep wetlands, and Cypress
slough, and doesn't get invaded with exotics so easily. So that's a very important distinction. So you
understand $722 is the high end.
I want to point out what I believe will be a likely outcome of this. I want to -- I think we all
acknowledge that the TDR program is confusing and hasn't been really sold well to the landowners out
there. The landowners definitely understand that the land values are going way, way up. They do not
understand how the TDR program works necessarily unless they've really done a lot of homework. It's--
it's hard for everybody.
So what we anticipate will be the likely outcome will be that developers will be incentivized to buy
the land with the TDRs still attached, and they will -- that will enable them to offer a higher price that
would be very competitive with the prices that are -- the market prices now for land just -- regardless of
TDRs.
Then the developer will be responsible for doing the actual management and providing the $722
per acre for the perpetual man -- maintenance, and they will go through all the legal requirements and
procedural requirements to get those TDRs severed and -- which is much easier for the landowners, and
we believe that will make that -- that work.
And then the developers are higWy prepared. They've got the staff. They've done the homework.
They understand the program; that's why they're in front of you, and that's why we're in front of you
because it's going to protect the sending lands, and they will be the ones who actually do the work.
And then, [mally, I just want to point out that the -- this management bonus TDR is very closely
tied to the third TDR bonus, which is the conveyance bonus, because in order to convey you must manage
the land first. You've got to get the exotics off of it. You've got to introduce a fire regime if that's
appropriate for that habitat or -- or whatever the management protocol is for that land, and you can't do that
conveyance until you've done that.
So to give you more information about the conveyance bonus is Nancy Payton.
MS. PAYTON: Good afternoon. Nancy Payton representing the Florida Wildlife Federation, who
is also one ofthe petitioners. And I'll speak briefly about the third bonus TDR, which is conveyance; that
is, conveying, giving, free (sic) simple to a public agency, and that public agency maybe Conservation
Collier, South Florida Water Management District, or the State of Florida's Florida Forever program, and
that would probably be applicable to South Belle Meade, the Picayune Strand, where there's still some
in-holdings in the state forest that are opportunities for TDRs.
This program -- the third TDR is probably most attractive to landowners who purchased sending
lands for TDRs in mitigation, and North Belle Meade's NRP A area, natural resource protection area, would
likely benefit the most from the management and conveyance bon -- bonuses.
And I'd like to read into the record, which I think you also received, a letter from the South Florida
Water Management District, Big Cypress Basin supporting this amendment, and it's from Clarence Tears.
And it reads, liThe Big Cypress Basin and the South Florida Water Management District staff had
the opportunity to review the rural fringe mixed-use district bonus TDRs concept and its applicability to the
North Belle Meade natural resources protection area. We are supportive of the anticipated outcome of this
program. The North Belle Meade NRP A sending area consists of approximately 6,000 acres.
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"If this area can be acquired through this amendment, we," meaning the district and the
community, "have an excellent opportunity to rehydrate an extensively overdrained area to improve water
quality, enhance wetland functions, and provide flood" -- and I can't quite read the word -- "attenuation
opportunities for the rapidly urbanizing northern Golden Gate Estates.
"The North Belle Meade rehydration will also provide aquifer recharge and the reduction of
excessive freshwater inflow to Naples Bay. We can help Naples Bay through this TDR amendment. In
addition," the letter says, "this initiative supports the goals and objectives of the Southwest Florida
feasibility study."
The Southwest Florida feasibility study is Southwest Florida's component of the $8 million
comprehensive Everglades restoration project.
And then the letter concludes, "Your support of the proposed revisions to the Collier County Rural
Fringe area TDR bonus program is in the best interests of Collier County."
Again, that was submitted on January 5th to Commissioner Donna Fiala.
And I'd like to go over to the map and show you a little more specifically how this TDR
conveyance bonus has value to the community and to the Everglades. This is a map of northern Collier
County. I'm going to have the same problem, I think. This is North Belle Meade. The yellow is the
Golden Gate canal. The pink is the Miller canal. The Golden Gate canal, we all know, goes into Naples
Bay.
The water management district currently is putting in a structure right there so that it can hold
water and divert water elsewhere. The North Belle Meade NRP A is directly below it, and it provides an ex
-- excellent opportunity to divert water from the canal into North Belle Meade for rehydration, just an
example of how this TDR bonus has opportunities not only to encourage responsible growth and creative
growth in the receiving area; it also has tremendous environmental values.
It is far better to concentrate the density in the receiving area, and I want to emphasize we are not
increasing the density caps in the receiving area. Those were determined when the original TDR comp plan
amendment, the rural fringe amendments, were adopted. And concentrating it in the receiving area where
infrastructure, central water and sewer, is -- is most appropriate. And it's much better than the sprawling
ranchettes in sending areas that will be on well and septic.
It's clear that to do this we have to further make the TDR program more effective and more
attractive and more useful not only to landowners but, also, those who want to develop in the receiving
area, so we encourage you to recommend approval to the County Commissioners. Thank you very much.
MS. MOSCA: Commissioners, for the record, Michele Mosca. Prior to hearing from the county
consultants -- both Marti Chumbler and Dr. James Nicklaus is here to speak with you -- I have a few minor
corrections and additions to the staff report and the exhibit, and I'll pass those out and explain them real
briefly.
The fIrst page is page 3 of the staff report, Item 6, early entry TDR bonus, that should state three
years consistent with the analysis in the staff report rather than the five years that you have in your packet.
The second item is Exhi -- is Exhibit A, and if you look at page 2 -- I'll go right down to No.6,
early entry TDR -- TDR bonus, and that also -- also should state three years rather than five.
And then a few more corrections. We have additions to page 2, No.3-D. Number 2 of the Exhibit
A, it starts on page I --
MR. WEEKS: Okay.
MS. MOSCA: -- D and continues on page 2. Page 2 should read, "The properties from which
TDR credits were -- were severed prior to" -- and add in the phrase "and subsequent to." And on that same
page, No.5 under the conveyance and TDR bonus we would like to change the word from "may" to "shalL"
And then, fmally, on No.6, a grammatical error was made on the fourth line down. It should state
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"implementing" rather than "implemented."
COMMISSIONER CARON: So these are not corrected in ours.
MS. MOSCA: That's correct, those made today.
And then, fmally, you have your last attachment, which was an attachment to the staff report. It
was -- Dr. James Nicklaus's memorandum dated November 30 is presently in your staff packet. The
memorandum was actually revised on December 2nd, and only the last paragraph has changed. It's the
conclusion. It starts on page I and concludes on page 2. And that's all.
If you want to hear from the county's consultants, Marti Chumbler and Dr. James Nicklaus.
CHAIRMAN BUDD: Any questions at this point?
COMMISSIONER STRAIN: I have questions of staff at whatever point staff feels it's most
appropriate to ask those questions.
MS. MOSCA: You go -- go ahead. That would be great.
COMMISSIONER STRAIN: Exhibit A.
MS. MOSCA: Uh-huh.
COMMISSIONER STRAIN: Second paragraph, last lines you have a series oflines crossed out.
"To ensure appropriate compensation to landowners," et cetera, "provides the Board of County
Commissioners some right to adjust the transfer right," why is that crossed out?
MS. MOSCA: I'm going to defer to Stan, I believe, on that or Marti.
COMMISSIONER STRAIN: Or Marti. Okay.
MS. CHUMBLER: Good afternoon. Marti Chumbler, Carlton Fields law firm, outside land use
counsel to the county.
Commissioner Strain that, in effect, is what we're doing today. It was always contemplated that
within some period of time after the TDR program was instituted that we would come back to you and
determine whether there needed to be some adjustments. Effectively that's what this is.
COMMISSIONER STRAIN: Well-- but if you left it in wouldn't it mean they would have the
right to come in and adjust it in the future if they felt --
MS. CHUMBLER: Well, you always have the right to do that. You didn't need the language. The
reason that language was included was a direction that you had to do it. The commission always has the
ability, of course, given the cycles in which you can amend your comp plan to adjust the TDR program or
any other provisions of the comp plan as you can see fit -- or as the commi -- County Commission sees fit.
COMMISSIONER STRAIN: So this doesn't take away anything the commission --
MS. CHUMBLER: It does not, no, sir.
COMMISSIONER STRAIN: The text, as I understand it -- I guess it's Item 3-D, TDR credits.
That is retroactive policy, which really doesn't mean a lot because there's been no TDRs, according to what
I heard someone saying, transferred.
MS. CHUMBLER: Well, that's true, and, of course, these provisions won't be implemented until
the -- the LDRs that implement them go into effect. So there is some period oftime within which someone
could come in, sever TDRs, and even though these provisions were not in effect because the LDRs weren't
yet in effect, they would be grandfathered in effectively.
COMMISSIONER STRAIN: Prospective retroactive.
MS. CHUMBLER: Correct.
COMMISSIONER STRAIN: Under F it's talking about using the sending areas that are the areas
that had TDR credits, separate sending areas for mitigation for other permitting. So besides the TDR
bonuses that are acquired and the remaining usefulness of the land, depending on how they use the bonus
at this point -- how are they going to use that for mitigation in order to get the bonuses if they turn around
and reconvey the land to another party? All this would have to be done ahead oftime?
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MS. CHUMBLER: Well, it wouldn't. If they've conveyed it to another party, then they -- they
wouldn't necessarily be using it for mitigation.
COMMISSIONER STRAIN: Well, ifit's mitigation as a requirement, per se, of the Corps of
Engineers --
MS. CHUMBLER: Right.
COMMISSIONER STRAIN: -- wouldn't be that conveying it to another party through mitigation
to the corps?
MS. CHUMBLER: No. Normally what happens in mitigation is you're not conveying. You're--
you're perhaps giving a conservation easement to the corps, but you're not conveying a fee-simple interest
to the corps.
COMMISSIONER STRAIN: Okay. So if the easement's given then it can't be used for
conveyance at that point?
MS. CHUMBLER: If the -- if the easement is -- if the property is in a conservation easement
before any TDRs are severed--
COMMISSIONER STRAIN: You can't use it.
MS. CHUMBLER: -- you can't use it. You cannot generate any TDRs, but you can -- you can
sever TDRs and then after the fact use it for mitigation.
COMMISSIONER STRAIN: Okay. I noticed in the -- and, again, I didn't have time to read the
staffs latest version. It was nice they gave us all that -- pages today. But in the old pages Brad's point
about 25 years, what's your thoughts on that? It seems to me that if you've got to maintain it for 25 years __
who does after that? What happens after that point?
MS. CHUMBLER: Well, I think the 25 years -- and that may be a reason to -- to delay that until __
until the LDRs. It is my understanding that 25 years is -- is derived from the water management district's
practice of requiring monies be put forward for maintenance of properties given as mitigation for a period
of25 to 30 years. So my understanding of -- of the 25 years is that's where it came from.
COMMISSIONER STRAIN: Is there a legal reason to leave it 25, or could it be put to 30?
MS. CHUMBLER: There's -- there's no legal reason to have it one way or the other, and if -- if __
you know, depending upon the will of -- of, ultimately, the County Commission it could be left to the LDR
stage. It could be adjusted upward or downward. It could be -- a number of things could happen to that.
COMMISSIONER STRAIN: Under your rural villages, Item 3, you struck the words -- I'm saying
you, but somebody struck the words -- "shall" -- what is it? -- "be sufficient to serve the residents of the
village. II And they're talking about commercial uses and recreational uses. I know "be sufficient to" is
somewhat ambiguous, but it did go through years of underwriting and review before it got approved. So
why is it being struck now?
MS. CHUMBLER: I'm -- I'm sorry. I'm struggling to find where you have -- where that is.
COMMISSIONER STRAIN: It's on page 3 of the staff report. It's under Item 3 called rural
villages, and it's the only strike-out in that paragraph. I'm not sure if you and I have the same paperwork
we're reading from, so I'm sorry.
MS. CHUMBLER: Yeah, our pages -- it doesn't surprise me that our pages are different. They
always have been before.
COMMISSIONER STRAIN: I've seen this before.
MS. CHUMBLER: I think -- this is not something that I was specifically consulted by, but just my
response -- I wasn't consulted about, but my response to this ifthey had asked me would have been that I
would have suggested striking it just because "be sufficient to" is such an amorphus term. When you __
when you strike that language, it says, "all of which shall serve." It -- it -- the "be sufficient to" just as a
lawyer bothers me. It's -- it's a gray -- it's what I refer to as a gray term.
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COMMISSIONER STRAIN: My question was not to say it was wrong. I was trying to
understand why it was -- got this far before it came today, but that's fine. You don't have to answer it now.
You answered what I thought would be the answer, so--
Item -- in that same page, Item C(3)(B), I've read that. I've tried to understand what it means.
Could you tell me how it equates to overall density? Does it mean there's a -- if you use a TDR for rural
village, do you get an extra TDRjust for doing that?
MS. CHUMBLER: That's always the way -- that was the way it was initially.
COMMISSIONER STRAIN: Well, this is underlined language, so I was wondering why.
MS. CHUMBLER: Well, because this -- this no way makes it clear that -- are you talking about
the sentence that now begins with, "For each TDR credit"?
COMMISSIONER STRAIN: Yes.
MS. CHUMBLER: Well, I think it's just clarification because there was already language
indicating that in -- in order to meet that -- that minimum density of two units per acre you did that through
your base density, your TDR credit, and the -- the one additional credit that you got for being a rural
village. So I think this is clarification language.
COMMISSIONER STRAIN: So if we -- ifthe bonus provisions were enacted you got one plus
three, four, and this would be -- if you did a rural village, you'd have five.
MS. CHUMBLER: Correct.
COMMISSIONER STRAIN: If you did affordable housing, you'd have 5.5.
MS. CHUMBLER: Only if you go beyond the minimum density. Remember, to get to the -- you
only can use other density bumps if you want to go to the full three units per acre.
COMMISSIONER STRAIN: Okay. But you'd have -- end up -- at least five credits.
MS. CHUMBLER: And to be -- to make sure the record is clear, if you want to go to the full three
units per acre, you also have the ability to seek additional density by increasing the amount of native
vegetation retained on your site and by increasing the amount of habitat area that you've retained on site.
So there are -- there are -- if you -- if you choose to go from the minimum required density in a rural village
to the maximum allowed density, you've got some other options available for you that were already in
place.
COMMISSIONER STRAIN: On the next page under D(1)(F) you're reducing the requirement for
specific uses and public parks to a minimum of 10 percent total village acreage.
Now, I'm assuming it's because of the analysis provided to you by Hole Montes, Bob Duane. I read
his letter where he came up with some conclusion that since parks and recreation don't take up 15 percent
that you shouldn't be asking for 15 percent. Is that -- can you tell me why staff went along with this?
MS. CHUMBLER: I think the staff after analy -- analyzing -- and Stan and others can probably
answer this more specifically, but my understanding is that after analyzing the information provided by the
petitioners here that they felt comfortable that -- that, yes, 15 percent was perhaps more public space than
was really needed for a rural village, that 10 percent would be ample.
COMMISSIONER STRAIN: Did they -- I mean, in Bob Duane's argument he only did an
analysis for neighborhood parks, community parks, and large parks. His conclusion was based on those
three elements that the 15 percent was too great and it should be 10 percent, but the title of the line is
"Civic Uses and Public Parks." What kind of allocation is there for civic uses to justify the reduction from
15 to 10?
MS. CHUMBLER: And I'm going to have to defer to either Bob Duane or -- or Michele to answer
that question.
MR. ANDERSON: It was -- Bruce Anderson for the record. It was -- it was determined that the
15 percent was simply too high. There was no particular basis. We asked staff what the basis was for the
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15 percent originally, and they conceded that it had been pulled out of the air.
COMMISSIONER STRAIN: Oh, so -- so you don't know if civic uses and public parks need 10
percent, 15 percent, 20 percent, or 5 percent?
MR. ANDERSON: Correct. These are minimums.
COMMISSIONER STRAIN: But we know enough we want to change it. Okay. I guess that
answers my question.
Did you want to take a break, or do you want me to continue?
CHAIRMAN BUDD: Finish your questions or we'll get into a lull.
COMMISSIONER STRAIN: I was just getting going.
CHAIRMAN BUDD: Well, have you got a pretty good stack of them?
COMMISSIONER STRAIN: No, I've got a half a dozen.
CHAIRMAN BUDD: Let's go through your half a dozen. Before we hear any more presentations,
we'll break.
COMMISSIONER STRAIN: Do you want to ask yours now?
COMMISSIONER ADELSTEIN: Yeah. I don't -- I have a very personal question here, and if
somebody's going to listen to this -- is I find the word "severed" very harsh and sometime offensive, and I
just don't know why we're using it that way. I mean, you can use the words "taken," "removed,"
"subtracted." I mean, there's a lot of words.
MS. CHUMBLER: And I don't know that what we were -- what we were trying to distinguish __
the reason -- the only reason we started using the word "severed" here was we -- in -- in the initial versions
we often used the term "transferred."
MR. ADELSTEIN: Okay.
MS. CHUMBLER: And it -- that was a very confusing, confusing word to use because what we
realized once we really begun adopting the ordinances or working on the ordinances to implement the TDR
program is that this may not happen and often won't happen as a -- as a single transaction. There's just
going to be instances in which a sending landowner decides to remove, sell off, sever, whatever term you
want to use, the TDR rights.
COMMISSIONER ADELSTEIN: Or taken. I mean, it just --
MS. CHUMBLER: Well, taken we don't want to use for -- for legal reasons.
COMMISSIONER ADELSTEIN: Okay. Right. I agree. But then removed.
MS. CHUMBLER: Removed -- the only -- the only concern I have about using something other
than severed is that severed is used throughout the L -- that's the term we chose for the LDRs, so if we
change -- if we use another term here the question is whether we then have to go back and amend all the
LDRs to make that terminology -- see what I'm saying?
COMMISSIONER ADELSTEIN: Okay.
MS. CHUMBLER: I don't -- I don't know that -- that -- that severed is the perfect word. It's just
the word we started using to distinguish what happens when you remove the TDR from the sending land
from what happens when you go and apply it to a receiving land.
CHAIRMAN BUDD: Did that answer you?
COMMISSIONER ADELSTEIN: Yes, I got the answer.
CHAIRMAN BUDD: Okay. Before we resume with Mr. Strain's questions -- we've been going
for better than an hour and a half -- we're going to take a I a-minute break and resume at 3 :30.
(Recess held.)
COMMISSIONER STRAIN: Okay. We'll come back to order after our break. Mr. Anderson, I've
got some sad news for you. Mr. Budd had to leave. That means you're stuck with me. So with that we'll
move forward on the questions I had.
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And, Marti, if we could start on G-l, page 4, we're talking about the second paragraph that says,
"Each rural village shall be served by a binary road system that is accessible by the public and shall not be
gated. The primary road system within the village shall be designed to meet county standards."
They're talking about two different kind of road systems, a binary and a primary. I'm wondering
why they defined it that way. Are any of these roads anticipated to be gated, or are they all to be ungated
roads?
MS. CHUMBLER: And I'm going to defer to Bruce Anderson for that.
MR. ANDERSON: The private roads may be --
COMMISSIONER STRAIN: Are the private roads the primary roads you're referring to?
MR. ANDERSON: No, binary.
COMMISSIONER STRAIN: The binary roads. The binary road says -- or that is accessible by the
public and shall not be gated. So the binary are not gated. I'm just -- the way this reads, the fact that you
eliminated the gated road -- the gating application to the binary road system -- where is it you intend to put
gated roads in rural villages? Are these private communities, then, instead of rural villages?
MR. ANDERSON: Right. Right. This was just intended to allow some flexibility for other than
the primary road. Like, you know, we may want to have roads that are not as wide to give more of a village
feel. And this, you know, requiring it to the county standards of 60 feet in width, doesn't provide any of
that flexibility.
COMMISSIONER STRAIN: And I agree with you on that point. I just want to make sure that
this isn't lending itself to have a bunch of gated communities in the rural village area. That's what I'm
trying to get to.
MS. CHUMBLER: And I -- Commissioner Strain, I'm not sure this answers your question, but the
county standards currently would prohibit a primary road from being gated. Other -- other standards
would.
COMMISSIONER STRAIN: I notice on the -- page 5, Marti, that the overlays and special features
-- we're talking about -- and this happens to be in the North Belle Meade overlay, but I believe it's all parts
of the rural village. There's a half a bonus point for affordable housing?
MS. CHUMBLER: Is this -- are you looking at the North Belle Meade overlay, three receiving
areas, North Belle Meade villages --
COMMISSIONER STRAIN: Yeah, that's not--
MS. CHUMBLER: -- and the like of --
COMMISSIONER STRAIN: No, they're referencing half a -- half a unit there, but it's not -- it's
not what we're talking about, I guess.
MS. CHUMBLER: Yeah, the half a unit there is for the TDR credits and the TDR bonus credits.
COMMISSIONER STRAIN: My note there, though, is that I know in other parts of this we have a
requirement for half of a bonus point for using affordable housing. Is that correct?
MS. CHUMBLER: In pre-existing language -- I don't have that in front of me -- I know that there
are provisions for affordable housing. I don't recall what the amount is.
COMMISSIONER SCHIFFER: Extra half.
COMMISSIONER STRAIN: I thought it was. My -- my concern was if we got all these
additional-- if we have these additional bonuses being looked at, are any of them being dedicated to
affordable housing?
MS. CHUMBLER: They wouldn't necessarily be, but keep -- but keep in mind -- I think it's -- it's
important to remember than in rural villages, in order to reach the minimum required density, you have to
do it through the TDR program. That's the way it's been set up. This -- nothing changes about that.
All that affordable housing and any other kind of things you want to use to increase your density only
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comes into effect if you want to bump above that minimum required density in a rural village.
COMMISSIONER STRAIN: You get half a bonus point for going above it?
MS. CHUMBLER: Correct.
COMMISSIONER STRAIN: In the staff analysis -- and it's page 6 -- there's a discussion about
TDR bonuses and how the -- a group got together on July 20th of 2004 to discuss the program, and
apparently at that -- you know, they realized or they think there was problems with the program at that
time. What group was this? Was this the official group, the rural fringe group, that put together and that
met for two years or --
MS. CHUMBLER: No, this was a stakeholders group of people who had indicated -- various
people and representatives who had indicated interest in the TDR program, specifically the rural fringe
program, and there was a fairly widespread notice that was put out with an invitation to attend this
meeting. So the -- the group that met were those who responded to that notice.
COMMISSIONER STRAIN: There was a charting or a listing ofthe people who attended. You
were one --
MS. CHUMBLER: Correct.
COMMISSIONER STRAIN: -- of them of that group. I went through and tried to analyze those
attendees. There were 18 developers or developer companies listed. There were 8 attorneys or counselors
for developers. There were 4 environmentalists, 1 member of the press, lO Collier County employees, and
1 member ofCBIA. And out of that meeting -- that was a stakeholders meeting that evolved what we have
today?
MS. CHUMBLER: Well, Commissioner Strain, I -- this may not be responsive to your question,
but it's very difficult to twist people's arms and force them to come to something. A widespread invitation
was put out. These are the people who responded.
COMMISSIONER STRAIN: People -- and did anybody -- I mean, I know the other group met
once or twice a month for a two-year period. They had more opportunity to get a much broader public -- or
I don't know how often they met, but they met over a two-year period. That, to me, is a process that
brought a lot more people to the table if they wanted to fmd a convenient time to attend and express their
thoughts. .
Has anything else occurred that would have brought the public other than those 18 developers into
this program?
MS. CHUMBLER: And other than the notice today and the notice for the board meeting and the __
so those things are also opportunities for the public to come participate. I -- you know, but I want to
remind you -- I think we need to keep in mind that we're talking about two very different processes.
That two-year series of meetings of the rural fringe committee was a result ofa governor- and
cabinet-mandated assessment of the entire rural fringe. This was not a procedure of that magnitude. We're
not talking about doing a complete starting-from-ground-zero assessment like we were with that rural
fringe committee.
COMMISSIONER STRAIN: Well-- but you're going to be affecting property owners throughout
the entire area.
MS. CHUMBLER: As does virtually every comp plan that comes -- amendment that comes before
this body.
COMMISSIONER STRAIN: The -- one thing I wanted to understand was is that change in
density that could come out of this program. Is it --
MS. CHUMBLER: No, sir, I don't believe -- well, it's -- you say change in density. The densities
haven't changed.
COMMISSIONER STRAIN: The number of increased units that could be built as a result of this
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TDR program.
MS. CHUMBLER: Maybe and maybe not. The densities that are allowable in all of the areas
have not changed, and this doesn't change it.
COMMISSIONER STRAIN: If you create more TDRs, do you create more available units to
build?
MS. CHUMBLER: Possibly, maybe not.
COMMISSIONER STRAIN: Well, I got some analysis here from one ofthe engineering firms,
and you probably have it too. It's in this package. It shows a potential of over 70,000 units out there and
100 percent effective. Okay. That's a long distance from where we are today.
MR. ANDERSON: Seventy thousand people, Mr. Strain.
COMMISSIONER STRAIN: People. Right. Okay.
MS. CHUMBLER: Not units.
COMMISSIONER STRAIN: Not units. People.
MS. CHUMBLER: Right.
COMMISSIONER STRAIN: And how many people are estimated as the program is today?
MS. CHUMBLER: I'm not sure what the -- what the testament was, Stan.
COMMISSIONER STRAIN: It would be about four times whatever it is.
MR. LITSINGER: Stan Litsinger, Comprehensive Planning Director. The original calculations on
possible densities and population as a result of the TDR program were calculated based on a hundred
percent severance ofa base of approximately 5,000 TDRs, and we know now that that base is
approximately 4,300. When the population was in the neighborhood of27,000 people--
COMMISSIONER STRAIN: Okay.
MR. LITSINGER: -- maximum potential additional from what the land uses in place prior to the
rural fringe mixed-use district would have permitted. Now, I think a key point to remember as we look at
all these potential bonuses is that I think that we're not adding units as much as we're adding achievable
units.
We're not changing the maximum receiving area densities or uses or the number of rural villages or
any other method of applying the transfer of development as we're trying to create the -- an achievable
number of units that can actually make those opportunities be realized.
COMMISSIONER STRAIN: But the -- and thank you, Stan. The answer to my questions was
simply we're going from a -- a potential of 2,700 -- 27,000 people to over 70,000 people.
MS. CHUMBLER: Well-- and I -- I guess where -- where I -- where I differ a little bit in my
analysis is it's coming from other jurisdictions and seeing how other jurisdictions look at their density
figures; whereas, a very typ -- a very typical way oflooking at it is taking your maximum densities and --
plus all your land-use categories, multiplying those out and saying this is the possible population or number
of units. If you did that under the existing scenario and you did that under these amendments, you'd come
out with the exact same numbers because the densities haven't changed.
COMMISSIONER STRAIN: I understand. But I'm -- this county's been unique. It's proven that.
We're No. I or 2 in the nation in growth and all the things we do. It wouldn't surprise me that this program
we have will be utilized.
MS. CHUMBLER: And you're still not going to go beyond the densities that you would have
before under your maximum densities which were approved by DCA, and that's one of the ways that DCA
looks at your -- the densities that you've allocated is have you outstripped the need. So I think what we're
__ we're doing here is trying to create a system whereby the TDR program gets a jump-start and we also
achieve some benefits to the environment hopefully by encouraging people to pla -- to -- to ensure that
there's going to be exotics removal and maintenance.
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And if you recall there were a lot of comments when we adopted the TDR program to begin with, a
lot of concern raised, yes, we put property in a conservation easement once the TDR rights have been
stripped. And then what happens to it? It sits there and it becomes infested with Maleleuca, so we're trying
to correct that.
So there are a number of things that we're trying to do here, but one of the biggest is to jump-start
the TDR program.
COMMISSIONER STRAIN: I have one last question before I turn to Commissioner Schiffer. Mr.
Ellis made a comment that providing these bonuses would, and I quote, "Make it happen faster." Was the
intent in this county to build that rural fringe faster? I mean, we have growth going in the stewardship
areas. We have growth going in the urban area. We have growth going in the urban fringe. We have every
corridor packed tight. It's -- why are we trying to speed up the development ofthis area?
MS. CHUMBLER: And I'm not sure that we are speeding up any development. What we're
speeding up is the return to the sending landowner of any value that they may have lost through the
implementation ofthe rural fringe amendments faster because recall, even under the early -- early entry
bonus provisions, you can sell off your TDR rights. Those TDR rights may not be used for years and years
and years. So we're not -- we're not necessarily encouraging faster development. We're encouraging faster
participation in the TDR program.
COMMISSIONER STRAIN: Okay. But we're not putting any brakes and saying that you can't
have faster development.
MS. CHUMBLER: Well--
COMMISSIONER STRAIN: If somebody wanted to initiate the program, they could build as fast
as they could spend their money.
MS. CHUMBLER: Well, that -- I mean, you do have some other things in place within this
county, one of the biggest being your concurrency system.
COMMISSIONER STRAIN: Okay. Thank you. And I -- and I think, Brad, you mentioned you
had a question.
COMMISSIONER SCHIFFER: Yeah, I did. One was answered.
MS. CHUMBLER: Commissioner Strain, I'm sorry, Bob Duane would like to -- if it's all right
with the commissioner -- would like to further respond to your question.
COMMISSIONER STRAIN: Yes.
MR. DUANE: Robert Duane for the record. I did a very detailed analysis assuming a lot of
different assumptions, but between the development allowed under the plan today versus an increase of
9,000 additional units, which was the worst-case scenario I assumed in my analysis, the increase in
population was 23,580 more. And, for the record, the conclusion of my analysis, even though it was on a
gross level, showed particularly that sewer and water could easily be accommodated with even the
increased population of the study.
COMMISSIONER STRAIN: Thank you.
Brad, did you still have a question?
COMMISSIONER SCHIFFER: Yeah, just a quick question. One thing is why are we still
sticking to the fact that we can't sell these off in terms of fractions? I mean, we're still prohibiting it. If
you look at the people that have them for sale, they have -_
MS. CHUMBLER: You can't sell them in fractions. You can sell them in fractions. You just can't
-- when you go to apply them to a receiving area, you have to have accumulated enough fractions to make
whole numbers.
COMMISSIONER SCHIFFER: But it does say here, "Utilization ofTDR credits and bonus
credits may only occur in whole number increments."
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January 6, 2004
MS. CHUMBLER: Right. Utilization can -- can only be in whole numbers. And -- and this
language was added because when we got to the LDR level, again, we added very specific language about
the fact that you could create fractional TDRs, but you have to combine those in whole numbers.
COMMISSIONER STRAIN: Okay. That makes sense.
COMMISSIONER SCHIFFER: And the same thing, this 3 on the handout we got -- and it's, "Any
sending land from the TDR credits that have been severed may also be utilized for mitigation programs and
associated mitigation activities and uses in conjunction with county, state, federal" -- what does that mean
exactly? Does that mean that these people could also be selling these for mitigation or --
MS. CHUMBLER: Correct. They can -- they can -- if you -- if you strip off the TDR rights from
your property, then that property still can be used as mitigation under any local, state, or federal program.
COMMISSIONER SCHIFFER: Okay. And you would get credit still if you maintained it.
MS. CHUMBLER: Correct.
COMMISSIONER SCHIFFER: I guess, obviously, if you gave it away you'd lose the --
MS. CHUMBLER: Correct.
CHAIRMAN SCHIFFER: -- mitigation opportunity.
MS. CHUMBLER: Correct.
COMMISSIONER SCHIFFER: All right. Thank you.
COMMISSIONER STRAIN: Donna.
COMMISSIONER CARON: I want to go back to the population -- the total population here.
And, I don't know, Stan, maybe or -- yeah, Duane, you can talk about this because I am looking at your
figures.
MR. DUANE: Okay.
COMMISSIONER CARON: Ifwe go to your population summary sheet and we look at scenario
-- the lowest scenario here in C, it's 50.
MR. DUANE: Scenario A was the existing.
COMMISSIONER CARON: Right. It's existing.
MR. DUANE: That's correct.
COMMISSIONER CARON: So the population is not 27,000 that -- that Stanjust said. It's
forty-eight seven; correct?
MR. DUANE: Well, I'm on page 12 -- on page 9, and I'm on Table I, which is the high range that
compared the population under the current density, which is 18,600 dwelling units, I believe, and then
under Scenario 2 that was 9,000, and the resulting difference --
COMMISSIONER CARON: But I'm asking you to go to your populations summary sheet.
MR. DUANE: What page are you on?
COMMISSIONER CARON: You -- you -- well, your pages aren't numbered.
MR. DUANE: Well, they are in the upper left-hand corner.
COMMISSIONER CARON: Oh, sorry. One, two, three, four -- fourth page in. It says -- all right.
Population summary, are you there?
MR. DUANE: Yes, I am.
COMMISSIONER CARON: Okay. So if we go over -- so that means that at the 50-50 if you're --
if you're saying -- we -- we know it's not going to be 100 percent, so everybody's saying let's use 50 percent
as a number -- that's a fair number to use. It -- base population now would be forty-seven eight.
MR. DUANE: Okay.
COMMISSIONER CARON: With the new TDR program, it would come up to fifty-three five;
correct?
MR. DUANE: Well--
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January 6, 2004
COMMISSIONER CARON: Under the least --
MR. DUANE: Well, under the least you're correct.
COMMISSIONER CARON: Right. Under the --
MR. DUANE: Under the worst-case scenario--
COMMISSIONER CARON: No, I don't even want to go to the worst case.
MR. DUANE: Okay.
COMMISSIONER CARON: Let's go to the least-case scenario.
MR. DUANE: Okay.
COMMISSIONER CARON: Okay. So we've gone from to forty-seven to fifty-three in
population. Now, if you skip to the end, I have an exhibit here from Collier County. It's labeled Exhibit 14
here. It's at the end of -- of your letter, and it says population and water demand projections for the rural
fringe areas, and it says at build-out we should be expecting forty-four thousand four hundred sixty-nine
thousand (sic) in population with an additional 12,000 for parts of Golden Gate Estates.
MR. DUANE: Well, I--
COMMISSIONER CARON: And my -- my question is, if our water is being based on forty-four
and we're putting a program together that's at the best going to give us fifty-three, I just want to make sure
that we have in place the infrastructure to handle this additional.
MR. DUANE: But if you look at the way that the plants were sized for the sewer and the water--
and that data is in here.
COMMISSIONER CARON: Uh-huh.
MR. DUANE: -- they were sized to accommodate a much larger population than the data.
COMMISSIONER CARON: Than -- than what they are saying here?
MR. DUANE: That is correct.
COMMISSIONER CARON: Okay.
MR. DUANE: A much larger population. And those population figures go back a few years. I
know that they're -- they're in the process of being updated right now.
COMMISSIONER CARON: Updated even more?
MR. DUANE: That is correct. But sewer and water plants were -- were oversized. I'm not sure I
can give you a reason for that, but they are adequate, and they can accommodate the additional dwelling
units that we proposed in the amendment.
COMMISSIONER CARON: Because that's really critical, not so much to the TDR program but to
Collier County.
MR. DUANE: That's correct. And that's, of course, why we did the analysis.
COMMISSIONER CARON: Okay.
COMMISSIONER STRAIN: Anything else, Commissioner?
Marti, I had one other question. Someone earlier -- and I don't remember who -- had talked about a
letter from Big Cypress Basin, and the letter supports the concept being talked about here today because it's
based on the fact that they believe that in the North Belle Meade sending area consists of 6,000 acres, and
it's how -- it's very important that this area be acquired, I guess, for a recharge and reduction of excessive
freshwater flow into Naples Bay.
The letter only talks about that portion of the project. Is there something in this TDR process that's
being proposed today that is telling us that if it goes into play that North Belle Meade is going -- the
sending areas there are all going to be provided for preservation?
MS. CHUMBLER: No, obviously, Commissioner, this is -- this is their hope. This is what the Big
-- Big Cypress Basin hopes will occur, and -- and no one can give the guarantee that it will occur. But
providing additional incentives to a property owner through bonus credits to incentivize them to convey
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their interest to the Big Cypress Basin or to some other governmental entity at least as a step -- how large a
step I can't tell you, but at least a step in that direction.
COMMISSIONER STRAIN: Okay. Thank you. Is there any other questions from the panel?
None.
David, do we have any other speakers?
MR. WEEKS: None registered.
COMMISSIONER STRAIN: Okay. With that --
MS. CHUMBLER: We -- we do have Jim Nicklaus who -- where did he go? He may have
stepped down the hall, but he is here and is available certainly to offer any insight or answer any questions
you may have regarding his analysis of these provisions.
COMMISSIONER SCHIFFER: And he would discuss the value ofTDRs? Is that his
background or --
MS. CHUMBLER: Well, I'm not -- he has a -- he has a very -- he has a lot of experience about
TDR programs in general. I'm not sure exactly what your specific question is.
COMMISSIONER SCHIFFER: Okay.
MS. CHUMBLER: But perhaps if we hear what your question is we can--
COMMISSIONER SCHIFFER: Well, my question is last time we talked about this, which was
not long ago, they were $25,000. Today they seem to be $50,000. How are we determining the market
value?
MR. NICKLAUS: Obviously the market value -- excuse me. My name is James Nicklaus. The
market value's going to be determined by the market. Now, we aimed originally at trying to get a TDR
which would get in the marketplace 25,000. From what I understand, that's probably been realized.
Unfortunately, that offer price has been rejected by the sellers, so they're saying they will not sell at
that price which we were aiming to establish. So now in order to get some sales going we have to structure
something to get a higher offer price.
Now, from a de -- the developer's point of view, the user's point of view, obviously, when you start
running it up to twenty-five, thirty, forty, fifty thousand, obviously you're reducing the economic feasibility
of using those in development, which we don't want to do.
What we want to do is to encourage their use, so that's the reason we came to add additional
bonuses. So what hopefully will happen here is that we will not increase the value of a TDR. What--
because people now own more for the original unit of land, they can net back higher values to their lands,
which, of course, is exactly the way they are looking at it. They are looking at it on how much do I get per
acre or per parcel. Because parcel size varies, we can look at it per acre.
The original was they would get 5,000 per acre, which is where the 25,000 per right comes in.
Now, by giving them more rights -- say, we double it -- and if we maintain the same price, we're going to
give them 10,000 per acre. So that's what the intent here is to do. We don't want to raise the price ofthe
TDR -- that will discourage the use -- but want to increase the net back to the sending area property owners
by giving them more rights.
COMMISSIONER SCHIFFER: Okay. I mean, when you said that the people weren't selling it for
twenty- five, what did they want for it? Do you know?
MR. NICKLAUS: From what I gather on it -- there are no firm figures. We do know that
twenty-five's not enough. Now, how much is it going to take? I think we -- we don't really know because,
again, you get posturing in the market, so people, at the time they're going to negotiate a number -- one's
going to start at a low; the other's going to start at a high.
And then we -- we look at the end and -- and say that that, in fact, is the market. Well, we haven't
had that happen. All we've got is the lows and the highs, and I think we need to be very, very cautious in
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trying to attach too much significance to either of those numbers.
We do know that 25,000 was absolutely rejected. And so, again, the intent here is to, in effect,
double that on a per-acre basis, which would get back to $10,000 per acre. Now, that is equivalent, then, to
a $50,000 TDR value, even though -- because, again, the TDR value price should stay the same because
we're going to double the number.
COMMISSIONER SCHIFFER: And the most a person could take it is up to three credits? Well,
to get four essentially what you're saying is that I'm going to maintain it and then you give it away, so that's
how you get four. So that's -- I mean, why would -- anybody who's going to do the fourth step would
automatically do the third step right before the fourth step.
MR. NICKLAUS: I -- I think that those are theoretical possibilities. You're going to find in very
unique sets of circumstances where somebody's going to be able to use all of those. In my opinion, the one
you're going to see that's going to drive the system more than anything else is the early entry bonus
because that's applicable to everybody and they don't have to do anything other than sign up within three
years. That's all they have to do.
COMMISSIONER STRAIN: Mr. Nicklaus, in your experience -- and I'm assuming -- I know
you've done a lot ofthis -- in Collier County five acres ofland is -- is real nice to have, especially between
Ave Maria and the urban area. That's been escalating very rapidly.
If you were to sell your five acres for the TDR price at 50,000 or even 100,000, you couldn't
replace that five acres with a home you may want to build. I don't see this incentivization program helping
to acquire five-acre pieces because those people want their homes that they bought the five acres for. And
if you want five acres you can't replace it. I'm trying myself, and you can't buy it in Collier County for
anywhere close to that number.
So I think what this is going to do is take the big land -- chunks ofland, and it's those that will be,
actually, probably buying into this system more than the five-acre parcels. Is that a fairly accurate story __
or statement that could be a possibility?
MR. NICKLAUS: I think it is. Of course, we're assuming that all those five-acre parcels are
buildable. We know a goodly number of them are not. But of those thousand-plus five-acre parcels
probably the majority of them are buildable, so they're -- for all practical purposes, they're probably out of
the marketplace.
Then we've got the other five-acre parcels plus then the larger pieces. It's the larger pieces that this
is very attractive to because they can mix and match. They can take -- for instance, if you had a 1 a-acre
parcel, you can reserve one 5-acre piece of it to build on, sever the other -- off the other 5-acre piece, sell it
off, and then turn around and sell the I a-acre lot.
Now, that's where these things become very, very valuable. And -- and, of course, obviously it gets
multiples up as you move up into the larger and large pieces. Now, when you get up into the lOa-acre -_ or
lOa-acre or plus, that type of thing completely falls by the wayside because now we're no longer dealing in
lots. So there is a band there that's going to be very, very attractive.
Now, those are the people you expect to come in first to sell them because it's an absolute win-win
for them. It's a windfall. They have not, and elsewhere those are the ones we've seen. Now, the ones at the
smaller end where, in fact, you're effecting how they use the land -- and they're -- they're -- they're reticent
about this. The others are equally as reticent, and the only thing we can conclude is that they simply have
rejected the value.
COMMISSIONER STRAIN: What if some of these people already have bought their large tracts
of land and through this conversion they could simply internally do the whole thing and the TDR program,
as far as enhancing people that were hoping to benefit from it, really may not materialize? Is that a
possibility?
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MR. NICKLAUS: You have some of that here, I'm certain of it. You have some large pieces
there, some in common ownership of people that can do this. And the main, though -- the reason this area
was treated differently than the stewardship area is because you had close to 2,000 parcels, so you had a
tremendous mixed group here.
And a stewardship solution, which is all internalization, won't work here, so what we have to do is
to come up with something that -- that can be used in a variety of different circumstances. The only thing
we have in our tool kit is a TDR, recognizing that for some people it will be internal, but that probably will
not be the dominant mode. The dominant mode wi11 probably be some type of transfer.
COMMISSIONER STRAIN: Are you aware ofthe recent land sales in the rural fringe in the past
year?
MR. NICKLAUS: I saw the numbers, yes.
COMMISSIONER STRAIN: Yeah, 2,300 acres, and they are divided by 131 transactions with
only 12 different buyers. And it seems that maybe early in '04 somebody anticipated a possible increase in
the TDR program, started purchasing land realizing that this increase could go through holding it, and
maybe that's why the TDR program hasn't jump-started.
MR. NICKLAUS: I'm sure there are a variety of reasons. When we initially discussed this
program, I warned against too many TDRs. That's one of the most common mistakes made is to flood the
market, and then no one wants to buy them, and you destroy the credibility of the program. And so I kept
cautioning against that. "Don't do that. Don't do that. Don't do that." And Collier County did not.
We were very, very restricting on this, the fewest number, the lowest ratios. Now, at the same time
we also discussed, well, what if we overshoot. What if we overshoot? What if we're too cautious on this?
And my response at that time is that's a solvable problem. We can solve that problem. Ifwe go the other
way, we can't solve it.
Once you lay a bunch of rights out there, you don't turn around and take them back. So we were
very, very cautious here. And, if you will, we can say that, you know, our worst case came true because
they're not being sold.
Contrast this -- I'm working now with Dade County, and they have got the huge areas ofTDRs
where the owners of the sending areas are out knocking on doors, "Would you please buy them?" And
we've got a tremendous different circumstance here because we're being very, very cautious. They're now
watching your experience and saying how can we replicate that.
And then, frankly, these are the kind of problems you want to have because they are solvable.
And, now, what the concern here was to not just turn around and give blanket huge jumps, and that's why
the early entry bonus is for a limited period of time. And, as you know, it started off at three year -- pardon
me -- five years, and now it's come back to three to try and be somewhat restrictive here.
What you want to do is incentivize the use of it and not give away the store, and so that was the
compromise to try to get this thing to work. Now, certainly there are a number of very, very astute people
watching this whole thing, of course, and I think that's very typical of what we see elsewhere. But if we
look at how this program is evolving -- we anticipated that this might happen. We go back to the
documents that we had at the time and say, well, what would we do if they do happen. Well, we would
come back and readdress. That's the reason the readdressment was written in was a guarantee that we'd
come back because of this potential.
COMMISSIONER ABERNATHY: That's what everybody's been sitting around waiting for, I
think, is the readdressing.
MR. NICKLAUS: Now, unfortunately, there's -- the side effect of that is are you going to
readdress it again next year, and I think that's always the unfortunate consequence of doing that, and if
everybody's going to sit and wait because next year might be a better deal than it was this year you're
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going to have that standoff again. And I wish I could give you any -- any solace on that. I'm afraid I
cannot.
But I go back to where we begin. I think that that was the correct thing to do with the commitment
being made at that time that if we overshot, which means underallocate, here in Collier County we're going
to come back and readdress it, which is, again, exactly what's happening. But I really want to encourage
that -- I don't think there's anything wrong with the basic system. It needs to get up and become in
operation, and that's what the early entry bonus is all about.
COMMISSIONER STRAIN: What--
COMMISSIONER MIDNEY: You mentioned --
COMMISSIONER STRAIN: I'm sorry. Go ahead, Paul.
COMMISSIONER MIDNEY: What harm would there be in reducing the entry from three years to
two years? It might help.
MR. NICKLAUS: It might. You know, the -- it's a judgment call to begin with. I thought five
was too long. That means people can sit around for several years still watching, and what you want them to
do is to act. And how long do they need to -- to work? Again, I thought five was too long. I suggested
three. I think a year would be too short.
COMMISSIONER SCHIFFER: Why? Because everything's silent. Maybe, you know, make it a
week and a half and see what's out there.
MR. NICKLAUS: That -- that would -- I -- you know, I think that it's -- you know, there's a lot of
emotion in the whole thing and whatnot, and so my sense is a year's too short. Five is too long. You know,
I'm comfortable with three. If -- ifit felt that there was a great concern here, I mean, maybe -_ maybe a little
bit shorter would be a good idea because, again, you don't want to flood the market. That's not the point.
The point is to get this moving, and once it moves -- everybody seems to be very confident, once it
starts moving and it establishes itself, this can be very successful. So now it's a matter of how to nurture it
ahead.
COMMISSIONER SCHIFFER: With what Mark exposed, could we be doing this backwards? In
other words, what we're really saying is a guy with a nonconforming lot, less than five--
MR. NICKLAUS: Uh-huh.
COMMISSIONER SCHIFFER: -- what we're showing him today is that he could get -- at your
fifty thou, that lot's worth $200,000 just in this program alone. Are we affecting the price backwards with
this program?
MR. NICKLAUS: Certainly. Of course you are. Of course you are. We saw in -- Suffolk
County, New York, out on Long Island has a very similar TDR program to yours. They use all the existing
lots as a base and then multiples for -- for the larger pieces, so it's very similar to how they did it.
Absolutely people would come in and they would be off -- making offers on the smaller lots based upon a
combination of the use value and the TDR value.
COMMISSIONER SCHIFFER: All right. But what we're saying is any lot out there now would
be worth $200,000 if your fifty thou is a correct number.
COMMISSIONER MIDNEY: Ifwe're waiting for three years, and ifnothing happens after two
years, then we're really going to be desperate. I think we might be better to make the time shorter.
MR. NICKLAUS: I -- you know, I can give you my best opinion on that, and I already have. It's a
judgment call. You certainly want to provide adequate time, but you don't want to provide too much. And
it's -- you know, we want to be Goldie Locks here, not too hot, not too cold, just right. And sometimes
those are difficult calls to make.
COMMISSIONER STRAIN: I'd like to -- ifthe panel's finished questioning Dr. Nicklaus, I'd
certainly like to move on with a motion and move on to our other items. Thank you very much, sir.
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David, go ahead.
COMMISSIONER SCHIFFER: You say you were going to close the public hearing now or--
COMMISSIONER STRAIN: I was.
COMMISSIONER SCHIFFER: Because I'd like to ask Brad Cornell a quick question. Is that all
right?
COMMISSIONER STRAIN: Go right ahead. That's what we're here for.
MR. CORNELL: Yes.
COMMISSIONER SCHIFFER: Brad, what it is -- it's about the reservation and maintenance of it.
I mean, the way these are set up, somebody could, like we just discussed, theoretically apply for that,
establish a plan, and then immediately turn it over, convey it. Is there anything that you would want to do
__ in other words, he may not even restore it. He may do it so fast that it's automatically conveyed. Is -- is
there something that would --
MR. CORNELL: Those kind of details we would take -- that's a compliance question, and that
kind of a detail we would put in the LDC. We would provide for some sort of assurance, whether it be a
bond or something that would make sure that we have a test that would show that we have success with --
with the management, the initial management. And then, of course, the -- the test for the perpetual
maintenance is the donation of money to a fund that would provide for that, and then this conceivably
could be contracted -- and probably likely would be contracted out to perhaps even the agency which would
be the re -- receiver of the land --let's say it's the water management district -- and they implement, devise
a plan, and -- and they identified that they want to get the conveyance and the management bonuses, and
they convey it to the -- the district with the understanding that the district does the implementation and
actually does the management.
COMMISSIONER SCHIFFER: Okay. The other question is the smaller lots -- I mean, we're
treating every lot as if it's equal for at least the five-acre and below for that TDR. Is that fair; in other
words, a fellow with an acre-and-a-halflot to maintain versus a guy with a five-acre lot?
MR. CORNELL: Well, if you look at it that way, it's kind of a windfall for the smaller lots
because they have less to manage.
COMMISSIONER SCHIFFER: And they would get them into the system, which is the ones you
really want probably.
MR. CORNELL: Well, they are -- they are problematic because that -- that cuts up the -- the
habitat if you've got a lot of small little lots in there. So that would -- that would be an extra incentive to
them because it's of a less -- a lower cost to manage their land. You're right.
COMMISSIONER SCHIFFER: Okay. Thank you.
MR. CORNELL: Sure.
COMMISSIONER STRAIN: Thank you, Brad.
David, there's no other speakers, so --
MR. WEEKS: No.
COMMISSIONER STRAIN: Okay. At this time we'll close the public hearing, and the chair will
entertain a motion. Mr. Midney.
COMMISSIONER MIDNEY: Commissioner Strain, I would like to move that we forward
Petition CP-2004-4 with the -- with the recommendation of approval.
COMMISSIONER SCHIFFER: I'll second that.
COMMISSIONER STRAIN: Motion made and seconded. Discussion?
COMMISSIONER CARON: Are we going to be making any of the changes that we've talked
about?
COMMISSIONER STRAIN: Well, that's what I'm hoping's going to come out in discussion.
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January 6, 2004
COMMISSIONER CARON: One was no readdressing. I think that's probably a good idea. If
everybody thinks we can readdress this every year, I don't see the incentive.
COMMISSIONER STRAIN: What do you mean?
COMMISSIONER SCHIFFER: How could we deny a --
COMMISSIONER STRAIN: That's a BCC option is what they're implying, so I'm not sure if
there's any control over that.
COMMISSIONER CARON: Right. Yeah. Okay.
COMMISSIONER STRAIN: David kind of clarified it and said that BCC -- or Marti did.
COMMISSIONER CARON: Marti did.
COMMISSIONER STRAIN: They have the right to change anything they want as time goes on,
so I guess it might not work.
COMMISSIONER ADELSTEIN: We're only a recommendation anyway.
COMMISSIONER STRAIN: My concern is that this is going to expedite, as we heard from at
least one person here, the development of this rural fringe area. I'm not sure that was the intent of the rural
fringe group to begin with. I thought it was to make sure that the property owners got some compensation
for providing their properties.
But, also, the way the sales have gone in the past year and the holding of those sales to convert to
TDRs, I think this whole thing's being -- by the stakeholder's group, that is, doesn't seem a cross-sectional
representation of the property owners out there. I think that this is something that's not going to really
generate the TDR program like we think it will. It's going to generate the internal TDRs to the individual
property owners that currently hold the properties. I don't see that as a need for us to rush into.
My recommendation would be that we provide only one additional bonus to the TDR program __
and that was for a conveyance -- and drop the others at this point. And, as Mr. Nicklaus said, we can
always make it better as time goes on if time proves it needs to be made better. So that's my thoughts on it.
If there's no other comments I --
COMMISSIONER ADELSTEIN: Is that an amend you're asking for?
COMMISSIONER STRAIN: Well, I mean, I--
COMMISSIONER MIDNEY: Mine is for the four.
COMMISSIONER STRAIN: Yeah, his is -- that's quite a radical change from what Paul was
recommending, so I didn't think he'd go along with it. But, anyway, with that __
COMMISSIONER SCHIFFER: But, you know, Mark, I think the reason we may not see action,
too, is that these things are really only useful to people that are going to build pretty good-sized projects
that aren't happening yet. I mean, it's going to take time for them to stockpile up the TDRs, and
everybody's probably waiting to see, especially ifrumor of this is out -- if we had meetings with the public
with this, nobody would move until this goes through.
COMMISSIONER STRAIN: Well, some of the names on some of the properties that have been
transferring are -- are names that I've been hearing talked about. Vision in Faith, we know that's a project
that's not too far down the road. They've bought some property, 530 acres ofland in June and January of
last year. I mean, there's a lot of rural fringe activity going on by parcels that could be developed rather
quickly. Ifthat's what this committee feels the county is wanting, then fme. But I don't believe that was the
intent.
COMMISSIONER SCHIFFER: But your concern is once we let it out of the gate it could take off
faster than we --
COMMISSIONER STRAIN: There would be no control over it. And we currently don't have
the infrastructure to support the areas that are being developed in the urban areas let alone the rural fringe.
I mean, there's argument that we have plants that we're going to have water and sewer, but everybody out
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there's going to want to go to the beach. They're going to want to do things internal to the urban area, and
the urban area's a mess right now, so Ijust -- I don't think we're there yet; that's why if this project takes -- if
this process takes a little longer and we have to incentivize it slowly over a period of time I don't see
anything wrong with that. That's my thoughts on it, and I -- and I -- there's a motion on the floor and also
there's further discussion.
MR. WEEKS: Mr. Chairman, just for clarification, did the motion include the minor staff changes
made at the hearing?
COMMISSIONER MIDNEY: Right. They have to.
MR. WEEKS: Thank you.
COMMISSIONER STRAIN: Okay. Hearing no further discussion, I'll call for the vote. All those
in favor of the motion signify by raising your hand.
COMMISSIONER MURRAY: (Raised hand.)
COMMISSIONER SCHIFFER: (Raised hand.)
COMMISSIONER MIDNEY: (Raised hand.)
COMMISSIONER ABERNATHY: (Raised hand.)
COMMISSIONER CARON: (Raised hand.)
COMMISSIONER STRAIN: Two -- three. All those opposed -- four -- five in favor of the
motion. Okay. All those opposed to the motion?
COMMISSIONER STRAIN: (Raised hand.)
COMMISSIONER VIGLIOTTI: (Raised hand.)
COMMISSIONER STRAIN: Two. Motion passes five to two. Thank you.
MS. CHUMBLER: Thank you.
COMMISSIONER STRAIN: Okay. Our next petition -- we only have two left, so that means we
might be able to finish up here today -- CP-2004-5. It's a petition requesting an amendment to the future
land use map for the Davis Boulevard and County Barn Road Mixed-Use Neighborhood Subdistrict. If
you could take your conversations outside so we can move on with the next petition. All those wishing to
speak on this next petition, would you please rise and raise your right hand to be sworn in.
MS. STUDENT: You don't -- you don't need to --
COMMISSIONER STRAIN: Oh, we don't need to.
MS. STUDENT: This is legislative. It's not quasijudicial.
COMMISSIONER STRAIN: Thank you.
MS. STUDENT: You don't need to be --
COMMISSIONER STRAIN: Okay. Sorry, guys. Put your hands down.
MR. MURRAY: Hi. I'm -- for the record, I'm Donald Murray. I'm with Coastal Engineering
Consultants, and I'll just take a brief moment to introduce the people who are here with me. Mr. Berry and
Mr. Lee Goldmyer (phonetic), the clients, are here. Larry Bennett, transportation consultant; Terry Liday
(phonetic) with Earth Balance, our environmental consultant; and also Mr. Chuck Mohlke was here earlier,
but he had another obligation that he couldn't get out ofthat he had to leave, so -- also, Clayton Miller,
Coastal Engineering, also is an engineer.
This proposed district that -- that we're asking for is located at the southeast corner of Davis
Boulevard and -- I'll point to it. It's at the southeast corner of David Boulevard and County Barn Road. It's
this area right here outlined in red.
The project or the district boundaries incorporate 22.83 acres ofland. The property is in the
residential -- excuse me -- the urban mixed-use district, urban residential subdistrict. It's also within a
residential density band of activity center No. 16 located at Santa Barbara and Davis Boulevard.
The surrounding uses to this property where we're proposing this district to the north is Glen Eagle,
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which also has an ACLF with four-story buildings. To the east is the Seagate (sic) School property, and
that -- they also own property on the south side of this property as well.
Just to the south and along County Barn Road is the Berean Baptist Church. They own that
property there. And across County Barn Road to the east is a condominium project over there with
three-story buildings.
The intent of the proposed district -- and I'll -- I'll keep this short. It's pretty simple. The intent of
the proposed district is to incorporate traditional neighborhood design, mixed-use neighborhood design
features, and also incorporate some of the recommendations of the county's community character plan.
We believe that this proposed district as stated in your staff -- in the staffs report does that. The
clients are -- are willing to put as much into it in the traditional neighborhood design as possible. They're
incorporating design features that include pedestrian-friendly, bicycle-friendly streets including access from
off site as well.
You can see this on the -- the poster board. I understand this mike's not working well, so I won't go
over there. That's just a concept of what they're proposing. Interconnections to adjoining properties where
feasible. They're proposing a small park. This would be open to the public as well as to the residents who
live there.
They're also integrating a residential, commercial, and office component, which would be in this
northeast corner area of the property. They're also providing common areas, trails and boardwalks where
environmentally feasible. The commercial component -- or resident component would also have a small
market, maybe a small market up to no more than 15,000 square feet, boutiques, shops, possible cafes, and
other types of uses.
They're not proposing any large-scale-type uses, no convenience stores with gas -- gasoline sales or
anything like that. The idea is to capture internal trips to make this truly a traditional neighborhood design
that gives you that mix. The -- you'll have, like, parking under the buildings with the residential and
commercial above it or integrated with it. There'll be paths that integrate the traditional residential
neighborhood design which would be like grid streets, front-porch concept, sidewalks, and allow people to
ride their bicycles or walk to the commercial area or to the park.
There will be those traffic-calming techniques that are typical in these neighborhoods that'll --
that'll slow traffic to make sure that it is safe for the residents. And it also incorporates those features that
we mentioned before allowing neighborhoods around the development to access certain strategic points to
get to the commercial and retail areas as well.
There'll be less dependency upon automobiles, more -- more encouragement of walking, riding,
and a healthier lifestyle as well. The project also, as staffhas recommended -- well, it's -- first off, they --
they have also said that it is consistent with the growth management plan. Policy 5.6 encourages traditional
neighborhood design. That's what we're doing here.
The only -- only item that really was considered inconsistent by staff, if I remember right, was the
building height that we're proposing. This district proposed originally five stories. Staff said that's
incompatible with surrounding buildings, that three stories was the norm, but we looked at the -- this
property at Glen Eagles across the street. These are four-story buildings within 200 feet of the property, so
if staff and the planning commission would agree we'd like to reduce that plan to four stories to be
compatible. And that's -- everything else we're in agreement with staff on. And if you have any questions
at this time --
COMMISSIONER STRAIN: Any questions of the applicant? I have questions.
COMMISSIONER SCHIFFER: The drawing you show there -- it's the one on the board -- you're
going to be using an access drive and share it with the church?
MR. MURRAY: Yes. We're negotiating that as well as one access drive which is more to the
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residential area as well. There's no direct access to the commercial retail area, so that's -- also, that area's --
I believe is where the transportation department would prefer to see it, so that is shared access.
COMMISSIONER STRAIN: Okay. Commissioner Adelstein.
COMMISSIONER ADELSTEIN: I -- is it-- anyone here from the traffic department?
MR. EL-URF ALl: Alan El-Urfali, project manager.
COMMISSIONER ADELSTEIN: My question is, on County Barn road --
MR. EL-URFALI: Yes, sir.
COMMISSIONER ADELSTEIN: -- you are going to put four lanes in?
MR. EL-URFALI: Yes, sir.
COMMISSIONER ADELSTEIN: Are they going to have any lights?
MR. EL-URF ALI: You mean streetlights?
COMMISSIONER ADELSTEIN: Streetlights.
MR. EL-URF ALl: Yes, I believe so.
COMMISSIONER ADELSTEIN: You believe. Well, there are none there now, and I've asked
this before and found that there was no real statement that, well, we're going to put them in.
MR. EL-URF ALI: Weare in the design phase right now only. We've actually submitted a notice
to proceed for the design process. It's scheduled for 2007, somewhere around there. We're working on
getting the right-of-way, so I think --
COMMISSIONER ADELSTEIN: County Barn is supposed to be done this year -- started this
year. That's what we were told last year, it will be started in oh -- '05, and I said that that's fine.
MR. EL-URF ALI: The design; right?
COMMISSIONER ADELSTEIN: No, the development. That's what -- anyhow, there's two
phases to this. One, County Barn right now has no lights. It's probably the most dangerous street I've ever
driven on. Widening it won't make it any better. It would just be faster. And you can't pass on County
Barn now. You will be able to pass then, and then we'll have some real problems.
I'd like to know for sure that, in fact, A, it's going to commence this year and, B, that it's going to
be a lighted street.
MR. EL-URF ALI: Okay. On the lighted part, I don't know for sure, but I have the CIP on my
laptop, and I can give you the exact dates.
COMMISSIONER ADELSTEIN: Okay. I'd appreciate that.
MR. EL-URF ALl: Sure.
COMMISSIONER STRAIN: Well, we can move on if there's other questions while we're waiting
for that response.
COMMISSIONER CARON: Well, just -- just so you know, it says right here in this report that
County Barn is programmed for construction of two additional lanes next year, being in parens 2005.
COMMISSIONER ADELSTEIN: That's what I --
COMMISSIONER CARON: So you weren't losing your mind.
COMMISSIONER ADELSTEIN: No, I didn't think so. I didn't have one to start with. No,
seriously, that's what we had been told.
COMMISSIONER CARON: Right.
COMMISSIONER ADELSTEIN: And, again, I requested the information about whether or not
there was going to be lights on that street. Again, I got a little look saying, well, we don't know yet. And I
just couldn't -- can't consider a way of approving this with that particular situation not cleared up.
COMMISSIONER STRAIN: Okay. Well, while staffs looking for that answer for you, ifthere's
no other questions ofthe applicant, I'd like to move on to the staff presentation. Are any other people on
your team that are going to be speaking?
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MR. EL-URFALI: Not at this time.
COMMISSIONER STRAIN: Okay. Glenn, if you could start.
MR. HEATH: For the record, Glenn Heath with the county comprehensive planning staff. The
first thing I want to make clear is that we're not proposing to adopt the language as submitted by the
petitioner. We're proposing to adopt the language as modified by staff. The difference -- one easy way to
recognize the difference is that theirs starts with the number 12, and ours starts with the number 15. I don't
know where they are in your staff report because I understand the paging is different. It's page 8 of my
staff report, but that may not be the same as yours.
The other -- one other thing I would note is that as we -- we analyze the property with re -- respect
to the various provisions of the density rating system, we came up with some different unit numbers and--
from those that were originally in the appli -- petitioner's, so we're looking at that.
But, also, I noticed -- noted in the staff report that we had some concerns about the marketing
analysis for this project, that it was incomplete. I have been working with Mr. Mohlke in the meantime,
and he has submitted some additional information that I'm reviewing right now. And I -- I have every
reason to believe that we'll have the marketing issue satisfied by the time this goes to the board for their
transmittal hearing.
There are a number of differences between the -- the staff-recommended language and the
petitioner's recommended language. The -- as I first noted, the subdistrict number is different. We -- we're
recognizing a number of -- of subdistricts that have been placed in the growth management plan before this
one, so that's why theirs is 12 and ours is 15.
The way that the name was written is different from what -- the format that was usually used in the
future land use element, so we -- we need to make a change in the title ofthe subdistrict.
There were grammatical and some word-smithing changes, and we had to update the land
development code references because, as you know, the land development code format recently changed,
and it uses a different numbering system than the one that was used previously.
We deleted their Criterion D, as it -- we felt it was redundant. Also, we deleted their Criteria P, Q,
and U. Q is -- was not appropriate for the subdistrict, we felt, in the -- because the intent of the -- ofItem
Q, which was from the residential mixed-use neighborhood subdistrict, is different than the way that they
were using it, so we made that change.
And then there's another -- a number of other criteria. Number -- our Change No.8 explains the --
the changes that we would recommend based on the -- the density rating system. We get a -- we arrive at a
different number of units than what the -- the petitioner had had.
COMMISSIONER CARON: Which is ...
MR. HEATH: Let's see. They -- I believe that they originally proposed 184 -- a minimum of 184
and a maximum of 23 8, and we -- we changed that because you can't apply the residential density to the
commercial tract of this proposal, and it -- it -- it -- it drops down to a min -- the minimum drops down to--
actually, to 71 so that the -- it's a minimum of71 residential units.
COMMISSIONER CARON: To a maximum?
MR. HEATH: I don't think we put a maximum in there, but --
COMMISSIONER CARON: Okay.
COMMISSIONER STRAIN: The applicant did.
MR. HEATH: That would be based on however many commercial square feet is actually
constructed.
MR. WEEKS: It would be a function of the density rating system is what the density would be;
that's why there's no maximum provided because we don't know what they'll ultimately be requesting.
MR. HEATH: There is a -- I would just note, also, that there is a -- currently a PUD in-house that
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we're reviewing for the residential portion of this project. The reason that this requires a plan amendment
is to construct the commercial portion. The -- right now if -- if nothing else was done then the petitioner
could not seek development of the commercial area because that would be inconsistent with the future land
use element.
COMMISSIONER STRAIN: Before we go on with questions of you, Glenn, I'd like to get the
transportation question settled real quick, and then we'll ask you questions that we may have.
MR. EL-URFALI: The anticipated start date for construction, you're right, is 7/15/2005, and the
anticipated completion is 6/30/2007. The scope is basically six-foot sidewalks, four-foot bike lanes,
four-lane divided. No mention about lights.
COMMISSIONER ADELSTEIN: Yeah, that -- as far as I was concerned -- I was told there was
not going to be that way. I wanted to make sure it came out. I don't know how many people here have
driven down that road, but if you try doing it at night it's a horror story. I mean, it is absolutely terrible.
You can't pass anybody or they can't pass you, but they do. And, again, there's absolutely no way to see it.
It's very, very dangerous. I don't think that -- as far as I'm concerned, as a road to entering -- let's put it this
way: To me it's -- right now it has failed and it will be failed unless there is lights on it.
COMMISSIONER STRAIN: Is this something, though, that we could address at a GMP? This is
more likely when they come back in and ask for their development zoning that we would probably address
this kind of an issue.
COMMISSIONER ADELSTEIN: Well, we can't because it's such a -- the matter is it isn't theirs to
do. We're talking about a very -- a reasonably long street that must have streetlights in order to be effective.
COMMISSIONER STRAIN: And I --
COMMISSIONER ADELSTEIN: Ifit isn't there, then I -- as far as I'm concerned, it's not--
MR. WEEKS: I would just interject that -- I think as you're alluding, Commissioner Strain, when
they do come in for the rezoning and ultimately the site development plans, at least at their project
entrance, lighting would be required. That's a routine part of that process. But you're correct.
The whole street, that's a county -- county function.
COMMISSIONER ADELSTEIN: And it's a major problem.
COMMISSIONER STRAIN: Okay. If -- we'd like to get back to Glenn now and finish up
questions for him. Does anybody have any questions of him? Brad, go ahead.
COMMISSIONER SCHIFFER: Glenn, you have a requirement here that the frontage of the
commercial component shall be no greater than twice its depth. What are you trying to achieve with that?
And isn't that a dirty trick on a corner lot?
MR. HEATH: That's a requirement, I believe, from the -- the residential mixed-use neighborhood
subdistrict. And this project is designed to be similar, although not exactly the same, as that subdistrict,
and that's where that came from.
COMMISSIONER SCHIFFER: But on a corner lot it's going to be very -- I mean, it's going to be
awkward. What are they going to do? Are you saying that each individual building meets that or when you
add up the total frontage on Davis and add up the total frontage --
MR. HEATH: The commercial component as a whole, not -- not any indiv -- not individual
buildings. The -- the -- the entire --
COMMISSIONER SCHIFFER: From end to end. But if they're going to do a traditional
neighborhood they'll have walkways and openings and patios, so you're going to penalize them for
separating buildings then. I mean, why is that in there at all? And they didn't put it in. You put it in. From
a design standpoint, you're not going to -- all's you're going -- you're going to end them making -- forcing
them to do a big box almost.
MR. HEATH: Well, actually -- no, actually, the logic was to -- to -- to make them do a smaller
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box.
COMMISSIONER SCHIFFER: On small -- on the street's face. In other words, I can understand
that if each building met that requirement. And, in es~nce, to build a traditional downtown, the frontage of
the building and the depth ofthe building is important. But -- but what you answered is Davis Boulevard
versus County Barn that requirement has to be for the gross. I don't think that's what the the -- the
neighborhood plan wants.
MR. HEATH: Well, if you -- we've also said here that the commercial component shall be no
larger than five acres in size and limited to 45,000 square feet, the very next criteria.
COMMISSIONER SCHIFFER: And then that's kind of what they had.
MR. HEATH: Right. I mean, that's similar to what they had, but it's a -- it's a -- it's -- it's a -- it's
kind of an architectural or a view design function, and it's -- it's -- it -- it relates back to, I guess, a concept
of what traditional-- old-style traditional commercial used to look like.
COMMISSIONER SCHIFFER: But I think if you look at where it is it's per building. It's not for
the whole street, for example, and stuff like that. Take, for example, a traditional street. The width of it
would certainly be greater than the depth so, therefore, you couldn't even meet your standards. Anyway,
you've got it in there for a reason. I'd be -- you know, you end up -- may mess it up with that.
MR. WEEKS: I'd just quickly offer the rationale was to try to avoid strip commercial. Without
that limitation theoretically -- and in this case I don't think it would be feasible, but theoretically they could
take their entire Davis Boulevard frontage and have it be their commercial tract. Because of their cap at
five acres, it would be a relatively narrow parcel. And, again, the result would be strip commercial, and
that's something we want to avoid.
So we -- we do want to force it to be a little bit more of a -- closer to a square shape. We want to
avoid it being a very long, narrow strip of commercial along the -- along the frontage.
COMMISSIONER STRAIN: Commissioner Abernathy.
COMMISSIONER ABERNATHY: I have a question. Glenn, they asked in one instance for five
stories height. You came back and said three. They said, "Oh, ah-ha. There's four across the way." My
question is, why is this in here anyway?
MR. HEATH: Why is a height component in there at all?
COMMISSIONER ABERNATHY: Yeah.
MR. HEATH: Well,frrst -- initially they put it in. As far as staffwas concerned, we -- you know,
we feel that it's -- it's probably more appropriate at a zoning stage, but --
COMMISSIONER ABERNATHY: Yeah.
MR. HEATH: -- you know, ifit's -- ifit's there then we at least want it to be compatible with the
surroundings.
COMMISSIONER ABERNATHY: Why don't we just take it out?
COMMISSIONER STRAIN: But I said most ofthese components that you're talking about more
appropriate at a rezone -- at a rezoning stage instead of now. I mean, you're going into much more detail
that you've argued all day we shouldn't be going into.
MR. WEEKS: Let me comment. Again, this subdistrict is patterned after the -- the residential
mixed-use neighborhood subdistrict that was just established, I believe it was, last year, and that -- that was
the pattern. They essentially took that, and they just tweaked it a little bit. That's why that level of detail is
there, because it exists in that other subdistrict.
Certainly from the standpoint of the height we have no objection to removing that. We would
certainly agree with you. That --that could be dealt with at the zoning stage. Possibly some of the other
provisions. Again our rationale was patterning it -- patterning it after an existing subdivision.
COMMISSIONER STRAIN: But you've got a floor ratio here, you know, too --
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MR. WEEKS: Correct.
COMMISSIONER STRAIN: --which is rare in Collier County to use.
MR. WEEKS: Right.
COMMISSIONER STRAIN: I'm glad to see we are. But, David, what is the best way to proceed
with this? I mean, are we better beating this to death at the GMP level, or is it better offbeing handled so
the -- but I don't want us -- our hands tied behind our back either--
MR. WEEKS: Sure.
COMMISSIONER STRAIN: -- at the rezone level.
MR. WEEKS: Because the other subdistrict was adopted, which is a countywide provision -- this
being site specific -- the other is applicable as long as you meet the locational criteria. And because the
petitioner is -- does not object to these changes and unless someone is identifying any particular concerns or
issues that we might be tying our hands to the point that that would be problematic at rezone stage, my
suggestion would be leave it as it is. If you want to take out the height, that would be fine.
COMMISSIONER STRAIN: Right.
MR. WEEKS: But, otherwise, leave it as is.
COMMISSIONER ABERNATHY: Well, if we don't take it out, we ought to decide which
number it is, three four or five. I say take it out.
MR. WEEKS: I think that I would concur with that. Just take it out.
COMMISSIONER STRAIN: Take it out. Let them prove it at the rezone stage.
All right. Any other questions of Glenn? Because I've just got one, basically. David or Glenn both,
in the previous commercial application we talked about just stating that there's a maximum density allowed
at the site and it's X. In this one you've gone to a minimum of 71. I'm not sure I understand the philosophy
behind that.
MR. HEATH: The logic, well, first off, is some of the language in here is, again, based on the
residential mixed-use neighborhood subdistrict and the way that is structured, but, also, part of the -- the
logic here is that their commercial area could conceivably be not commercial alone. It could have
residential interspersed with it.
So once we begin to be getting in there we'll have to use a different formula to actually determine
how many residential units they have, what the -- the ultimate density is, and that's why there's no
maximum. The minimum is simply a statement of the density rating system as applied to this project based
on the residential area alone.
COMMISSIONER STRAIN: Well, doesn't that exist today without having -- saying it?
MR. REA TH: Yes, but there was a -- well, the other point, too, is that there was a -- initially there
was a difference of opinion as to how many units the -- the minimum was.
COMMISSIONER STRAIN: I just was wondering was there a reason why we just couldn't do
what we normally do and say this project will not have a density greater than a maximum ofX.
MR. WEEKS: What we're trying to do is -- is link this directly to the density rating system. The
only exception to that would be on their commercial tract, if they choose to -- to have a mixed-use project;
that is, mixture of residential and commercial, that they would be allowed to have the 16 units per acre.
Beyond that they would -- the residential component will be subject to the density rating system.
The reason for putting a minimum density in there is that part of their argument is that we're going
to provide a mixed-use development. Well, let's make that commitment fIrm. Give them the minimum
number of units that they are mandated to construct. In this case 71 is based on the density rating system.
The site would qualify for four units per acre exclusive of the commercial tract. We don't know how big
that commercial tract will be, but we know it can be no larger than five acres.
We took the total site, subtract five acres, multiply it by 4; that's where we came up with the 71. If
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we didn't have a minimum, I mean, theoretically -- whatever the market dictates, but theoretically they
could come in with 1 house or 10 houses, that ranchette-style development that we've talked about out in
the rural fringe and other places in the county. If the argument is this is going to be a mixed-use
development, let's make sure that's what it is, so mandate an amount.
COMMISSIONER STRAIN: Thank you. Any other questions of staff? Brad.
COMMISSIONER SCHIFFER: Glenn, if they do mixed commercial and -- and residential, is that
then considered still a commercial component? In other words, why don't we just let them design the site
with the -- with the town and not -- because you're going to really get messed up with what's the width and
what's the depth of -- especially if they blend everything together.
MR. HEATH: Well, you know, as -- as -- as Mr. Weeks said, part of the logic of the -- some of the
site -- the site specifics for the commercial component is to -- is to kind of confine the commercial space to
a particular portion of the project without making a -- creating a strip mall, which is considered undesirable,
not that they would necessarily want to do that anyway.
The other issue is, I -- if you look under -- a little bit further into the -- into the staff report, there's a
discussion of the differences between their proposed subdistrict and the -- the existing residential
mixed-use neighborhood subdistrict, and it looks at the -- the -- the residential mixed-use neighborhood
subdistrict has a requirement that bases the commercial square footage on the number of residential units.
You get so much commercial square space for -- for the number of residential units you construct.
The -- the numbers work out to be a little bit different. Theirs -- the -- the residential mixed-use
neighborhood subdistrict is -- is roughly one acre of commercial property for every five acres of res --
residential property. This one would work out -- because it's actually a little bit smaller than what was
anticipated in the other subdistrict, this one works out to about one I of commercial space for every 3.5
acres of residential area.
So to a certain extent we're trying -- we're trying to fit the other -- the existing subdistrict into a
smaller box, and that's why -- why we have some of these requirements and changes.
COMMISSIONER STRAIN: Okay. Is there any other questions of the staff?
COMMISSIONER ABERNATHY: David has a question.
COMMISSIONER STRAIN: David.
MR. WEEKS: I apologize. I need to make a correction on what I just said. I incorrectly stated
that the commercial portion of the project could contain residential development at 16 units per acre, and
that's not true. It's 4 units per acre; however, the density is calculated on the entire subdistrict; that is, the
entire 22.83 acres, so the net result is they do get a much higher density on the commercial tract if they do
mixed use, and that's what we want to promote.
COMMISSIONER STRAIN: Thank you. Okay. Is there any other presentations, David, or any
public speakers?
MR. WEEKS: No to both.
COMMISSIONER STRAIN: So that will close the public hearing. I'll entertain a motion --
motion from the commission.
COMMISSIONER SCHIFFER: I'll move it, Mark. I'll make a motion that we forward the petition
to the County Commission for approval of CP-2004-S with staffs --
COMMISSIONER STRAIN: With staffs language.
COMMISSIONER SCHIFFER: -- with staffs recommendation. I'm still not a big fan ofItem No.
2, but if the applicant doesn't mind I don't mind.
COMMISSIONER STRAIN: Is there a second to the motion?
COMMISSIONER ABERNATHY: I'll second it. And I want to tack on the -- the no height--
taking out the height provision.
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COMMISSIONER STRAIN: There's been a second. In discussion recommendations to take out
the reference to the heights in that.
MS. STUDENT: The motion made --
COMMISSIONER STRAIN: Brad was the motion maker.
MS. STUDENT: Does the motion maker agree with that?
COMMISSIONER SCHIFFER: I agree with it. I'm not sure I see it in the staff's -- is it in the
staff's --
COMMISSIONER ABERNATHY: It was there.
COMMISSIONER SCHIFFER: Okay. I'll trust you. I'll take it out. We'll--
COMMISSIONER ABERNATHY: The top of page 3 of the staff report.
COMMISSIONER SCHIFFER: Three?
MR. WEEKS: In staff's version it's on page 9 under Number C-2.
COMMISSIONER SCHIFFER: The staffs version starts on 9.
MR. WEEKS: Page 9, Item C-2.
COMMISSIONER STRAIN: Is that okay with the motion maker?
COMMISSIONER SCHIFFER: Y es. Yes, that's fine.
COMMISSIONER ABERNATHY: Both places.
COMMISSIONER SCHIFFER: That's fine.
COMMISSIONER STRAIN: Okay. Is there any other discussions on this motion? Hearing none
I'll call the vote. All those in favor?
COMMISSIONER MURRAY: Aye.
COMMISSIONER SCHIFFER: Aye.
COMMISSIONER MIDNEY: Aye.
COMMISSIONER STRAIN: Aye.
COMMISSIONER ABERNATHY: Aye.
COMMISSIONER VIGLIOTTI: Aye.
COMMISSIONER CARON: Aye.
COMMISSIONER STRAIN: Anybody opposed?
COMMISSIONER ADELSTEIN: Yes.
COMMISSIONER STRAIN: One -- one opposition
Okay. The motion passes. Thank you.
David, I think we've all probably read these and --
MR. WEEKS: Okay.
COMMISSIONER STRAIN: -- heard a lot today. I would hope that you're not going to repeat
every one. What I'd like to do, if there's no objections from the commission, is to ask for specific
questions, and if -- we'll address those, and then ifthere aren't any we can just go through this. This is
more of a housekeeping issue, ifI'm not mistaken, than anything else.
MR. WEEKS: That's correct.
COMMISSIONER STRAIN: Okay. I have only one question, and I'll ask mine, if the commission
doesn't mind, and that's the -- I'm almost to the last one on page 11, the location of Wiggin's Pass Road and
U.S. 4110ld U.S. 41 intersection.
MR. WEEKS: Yes.
COMMISSIONER STRAIN: You're moving the CHHA boundary or you're redefining it or
clarifying. Will that have any impact on the Coconilla project since that was what spurred this issue?
MR. WEEKS: No, sir, it will not.
COMMISSIONER STRAIN: Okay. I didn't think it did, but I wanted to hear your comments on
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that.
COMMISSIONER CARON: David, I just have a question about that too. When you try to look at
the maps in here, it's pretty difficult even with my magnifying class. You're not trying to connect Wiggin's
Pass with Old 41 and 41, are you?
MR. WEEKS: No, we're not.
COMMISSIONER CARON: Because it -- okay. All right. It does fall two-tenths of a mile below
that, and I just --
MR. WEEKS: Correct.
COMMISSIONER CARON: You can't tell when you look at the old map versus the new map.
MR. WEEKS: Right. The problem is both of those are incorrectly shown. Both the intersection
of Old and New 41 as well as Wiggin's Pass Road both need to be shifted north about a quarter ofa mile.
COMMISSIONER SCHIFFER: And, David, where's the map -- and I don't -- I didn't have a map.
I mean, we do have future land use maps somewhere, but where's the one that would show how you're
shifting that?
COMMISSIONER STRAIN: It's -- it's -- it's after page 7, Brad. It's the fourth map back. That
shows the existing. And the fifth map back shows the change they want to make.
COMMISSIONER SCHIFFER: And that's in the tab --
COMMISSIONER CARON: Under the resolution.
COMMISSIONER STRAIN: That's on the very last tab --
MR. WEEKS: Your fIrst notebook.
COMMISSIONER STRAIN: -- the CPSP-2004-7.
MR. WEEKS: Right.
COMMISSIONER SCHIFFER: And I don't have the map.
COMMISSIONER STRAIN: I have the map.
COMMISSIONER SCHIFFER: After page 7 I don't have a map.
COMMISSIONER STRAIN: That'll speed the process.
COMMISSIONER ADELSTEIN: I don't either.
COMMISSIONER SCHIFFER: Maybe the other book.
COMMISSIONER CARON: You mean the one that says existing and the following is proposed.
COMMISSIONER ADELSTEIN: Did you get a map?
COMMISSIONER CARON: It's just back to 51 in the very front.
COMMISSIONER ADELSTEIN: Oh, is it?
COMMISSIONER CARON: Yeah, in the book.
COMMISSIONER MIDNEY: Do you want the other book? Is that what you want?
COMMISSIONER SCHIFFER: Yea
COMMISSIONER VIGLIOTTI: Okay. In front ofthe other in the resolution. The little big book.
COMMISSIONER SCHIFFER: The next book would be the smaller one.
COMMISSIONER VIGLIOTTI: All right. The other book then. The other notebook.
COMMISSIONER CARON: It's your other other book.
COMMISSIONER STRAIN: Well, David, it was a good plan, but I guess it's not going to work.
MR. WEEKS: Mr. Chairman, I've placed the -- the -- the new proposed map on the visualizer.
COMMISSIONER SCHIFFER: Can you zoom on the Wiggin's Pass move?
MR. WEEKS: Okay. Probably the easiest way to tell it is if you look at Wiggin's Pass Road up to
the intersection of Old and New 41, that box that represents the coastal high hazard area and a bold dashed
line is much larger than it -- that it appears on the existing map. It goes from a -- basically from a rectangle
to almost a square.
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COMMISSIONER SCHIFFER: Okay. So the -- the line that runs down Wiggin's Pass Road to the
-- to the -- up to Bonita has not been changed?
MR. WEEKS: That's correct.
COMMISSIONER SCHIFFER: Okay.
COMMISSIONER STRAIN: Are there any other questions of staff on any of the elements of this
04- 7?
David, are there any speakers?
MR. WEEKS: No, sir.
COMMISSIONER STRAIN: Okay. If there's no other questions, Brad, are you--
COMMISSIONER SCHIFFER: I'll do it.
COMMISSIONER STRAIN: Okay. But, I mean, I didn't know if you were going to have another
question or not.
COMMISSIONER SCHIFFER: No. No.
COMMISSIONER STRAIN: Ifnot, I'd like to close the public hearing and entertain a motion.
COMMISSIONER SCHIFFER: Okay. I'll make the motion to forward to the commission with a
favorable approval CPS -- or CPSP-2004-7.
COMMISSIONER ADELSTEIN: I'll second the motion.
COMMISSIONER STRAIN: Motion made and seconded. Is there any discussion? Hearing none,
all those in favor signify by saying "Aye."
COMMISSIONER MURRAY: Aye.
COMMISSIONER SCHIFFER: Aye.
COMMISSIONER MIDNEY: Aye.
COMMISSIONER STRAIN: Aye.
COMMISSIONER ABERNATHY: Aye.
COMMISSIONER VIGLIOTTI: Aye.
COMMISSIONER CARON: Aye.
COMMISSIONER STRAIN: Any anybody opposed? No one's opposed.
Okay. Well, we're through the -- the agenda items. We're on new business. Is there any new
business by the commissioners?
COMMISSIONER SCHIFFER: I have one quick comment that -- the report we get from Joe
Schmitt says that we're going to have LDC meetings, a special thing with the sidewalk issue. None of them
were noted to be in the evening. Margie, is that a requirement that we have? Any LDC change, isn't it a
requirement that they're in the evening?
MS. STUDENT: There -- there have been changes, and with what's transpired I don't believe that
-- I don't have my LDC with me to read it exactly, but, in any event, the law only requires -- because, as I
recall, it could be changed by the board if they didn't want to have all of them in the evening, but that's only
if you have a land-use change, a conditional-use change, or a prohibited-use change. And sidewalks are
none of those, so I don't think there's a problem.
COMMISSIONER SCHIFFER: Okay. Thank you.
COMMISSIONER STRAIN: Okay. Is there any other new business? Ifnone, public comment.
There's nobody here. Well, Stan, you're a member of the public. So are you, Glenn. And you're
employees. So I guess there's none -- no comments from the public. With that, motion to adjourn.
COMMISSIONER SCHIFFER: I move to approve --
COMMISSIONER STRAIN: Let's go enjoy rush-hour traffic. Second. Motion made and
seconded. Adjourned.
Page 118
/b~ A 1
January 6, 2004
*****
There being no further business for the good of the County, the meeting was adjourned by order of the
Chair at 4:48 p.m.
COLLIER COUNTY
PLANNING COMMISSION
RUSSELL BUDD, Chairman
TRANSCRIPT PREPARED ON BEHALF OF GREGORY COURT
REPORTING SERVICE, INC. BY KAREN WHITE.
Page 119
1102 A8
:j18
~i ":]5 ---'- -..--.'
cnning________ "
;r.yle _---.. -----
.Ietta _-..-.....---.---
MEMORANDUM
DATE: February 17, 2005
TO: Board of County Commissioners
FROM: Barbetta Hutchinson, Executive Secretary, OMB
SUBJECT: Productivity Committee Meeting Minutes
Enclosed for your information and files are the Productivity Committee's Regular Meeting
minutes of January 19, 2005.
Please do not hesitate to contact me at 774-8973, or Winona Stone, at 774-8383, should you have
any questions.
C: Jim Mudd, County Manager
Leo Ochs, Deputy County Manager
Pat Blaney, Director, Internal Audit, Clerk of Courts
Mike Smykowski, Budget Director
Jeremy Giles, EDC
3)(5)OS
I L6ra-~o
Collier County
Office of Management and Budget
3301 Tamiami Trail, East
Naples, FL 34112
Voice: (239) 774-8973
Fax: (239) 774-8828
/h'2118
COLLIER COUNTY GOVERNMENT
PRODUCTIVITY COMMITTEE
Minutes - January 19,2005; 2 p.m.
Members Present: Syd Blum, Stan Farnham, Dex Groose, Steve Harrison, Helen Philbin, Joe Swaja
and Janet Vasey.
Members Absent (Excused): Matt Hudson, Al Kozel and Rob Dowling were excused.
Liaison: Commissioner Halas had a conflict and was not able to attend.
Staff Present: Len Price, Administrator, Administrative Services; Murdo Smith, Interim Director, and
Mary Ellen Donner, Recreation Supervisor, Parks and Recreation Department; Winona Stone, County
Manager's Office; and Barbetta Hutchinson, Office of Management & Budget.
I. Introduction:
A. Opening Remarks - There being a quorum, Joe Swaja, Chairman, called the meeting to order at 2
p.m. Winona Stone told the group that Rob Dowling's term expires in February and he opted not to
re-apply.
B. Approval of Minutes - There being no changes to the December 15,2004 meeting minutes, Janet
Vasey made a motion to approve; Stan Farnham seconded, and the committee unanimously
approved.
II. Old Business:
A. North Naples Regional Park Progress Report - Murdo Smith started his presentation by showing the
group aerial photographs showing the progress in the clearing of the park property that Kraft had
undertaken beginning with December'21 st through the present. The project is progressing nicely
with 95% of the clearing finished, 98% of the exotic removal completed and 40% of the fill process
completed. The water line is being installed, starting at the north entrance going toward the pool
building and the main building. Permits should all be approved this week. There are approximately
675 trucks delivering fill dirt each day. The project is on schedule to open May 6th, 2006, just as
anticipated. Steve Harrison asked who was the one person accountable for the completion of the
entire project. Murdo said that would be the Administrator of the Public Services Division of
Collier County and Kraft Construction would be the contractor at risk. In addition, there are
consultants who come once a month, a full-time project engineer and a project manager in the office.
Steve also asked about who would be responsible if the project came in over budget. Murdo replied
there is a guaranteed maximum price on the contract, with Kraft's portion being around $49 million.
~He will forward the exact figure to the committee. Steve Harrison brought up value
engineering. Len Price stated that any leftover money would be put back in the fund it came from.
There was some discussion on the extent of the contract with Kraft. Office furniture, sports
equipment, computers and items with a cost of$2,500 or less will be picked up on another line of the
project and will not be the responsibility of Kraft.
Janet Vasey asked about whether there has been a decision on the fees and Mary Ellen responded
that they still had the two sets of numbers that they were working with. Discussion was made
Page 1 of 5
/bZ A8
regarding the amount of the fee to be charged. It was decided that somewhere between $8 and $10
was the right number. Janet asked Mary Ellen how strongly they felt about the 600 visitors per day
projection. Mary Ellen feels the estimate is pretty close, not knowing what the area will draw. The
first year will be proof. The North Naples Regional Park will be open 211 days per year, which is
less than similar water parks in other counties. Steve asked why the park was not going to be open
more. Mary Ellen said the cost is prohibitive. Joe asked about who would be responsible for
marketing the park. Mary Ellen said a specific new position was being looked into just for the
purpose of bringing in state and national events. Murdo added that national softball and soccer
tournaments were currently being set up with the possible tie-in use of the water park.
Winona asked Murdo and Mary Ellen if they had talked to Jack Wert regarding marketing. They
responded that he was working on the tournaments and he knew about the project, but they had not
gone to him specifically about marketing this project. Winona said the county is trying to get more
attractions for the summer and it would be a perfect tie-in. They said they would investigate this
issue further. Murdo said that there would be a muscle car show at Sugden Regional Park on March
5th.
~Murdo and Mary Ellen left the meeting with a plan to contact Winona or Debbie to get on
the committee's meeting schedule when they knew any more details about the project. After
their departure the group discussed how nice it was to work with such cooperative and forthcoming
staff.
B. Collier County Sheriff's Office Response Letter -- The group decided not to respond to the Sheriff's
letter. They will contact the Sheriff's representatives as stated in the letter for the information that
the committee needs. There was some discussion regarding cameras for traffic violations. It is a big
revenue generator, plus it greatly reduces the number of accidents. Len Price said that many
companies put the cameras in for no cost and take a percentage of the revenues. Len said that she
has not looked into Florida laws, but it has to be legal with the state before tickets can be given
without a physical witness. The violation must be made into a civil offense instead of a criminal
offense in order to be legal. [1-25-05 Subsequent note from Winona: This issue has been presented
during Florida legislative sessions, but has never passed. It will be proposed again during the next
session. ]
Discussion about Parks and Recreations Impact Fees Meeting of January 1ih - Syd Blum passed
out a recap from the meeting were he met with Amy Patterson, Impact Fee Manager; Susan Usher,
Budget Office; Ray Carter, Parks Operations Manager; Amanda Townsend, Parks Operations; and
Clancey Mullen, Duncan Associates. Clancey informed the group what his agency needed to
perform the impact fee study. The problem as Syd sees it is two-fold. First, there needs to be a fund
set up in order for the county to buy land. It is hard to budget because the price keeps rising as time
goes on. Secondly, the Commissioners said that they would not add beach access parking unless
there were bathroom facilities. This changes everything ~ the amount of land we need and the
buildings we have to put on it. There really isn't a good answer. $135M is the number they are
discussing for land acquisition. Some grants will be forthcoming. Janet said that once programs
were in place and impact fees were approved and started to be collected, then the county could bond.
The projects the county wants to undertake are spread over the next 20 years. When these projects
begin the debt service would be paid with impact fees. Joe interjected that he would like ~Amy to
revise her form to include an original projected completion date, an updated completion date
and an actual completion date for all projects. This would be a better way to judge ifthe projects
were on schedule.
Page 2 of 5
16I A 8
Steve asked about the property around the airport and Winona got the county map and showed the
group that the property was owned by the City of Naples. Dex Groose asked when the District
School Board of Collier County would have an updated impact fee. Janet Vasey said the latest
milestone list that was provided by Amy showed a draft report would be provided in March, but
more likely June, as this was under the consulting firm of Henderson Young.
S yd also said that the county does not know what the land they own is worth. Winona clarified this
point by saying that because the county is not accessed taxes, the Property Appraiser comes into
play. The Everglades Airport for example, is zoned aviation commercial, and it is worth
approximately $750,000, but if it were zoned residential, it would probably be worth $1 OM. Syd
stated that the land that is currently on the books hasn't been appraised in many years and thinks that
it needs to be done soon. Len Price said that the buildings are evaluated on an annual basis because
of insurance purposes.
Janet Vasey motioned that the Productivity Committee draft a memo to the Board of County
Commissioners supporting staff s recommendation to terminate contracts and change consulting
firms. Stan Farham seconded. -* Joe Swaja will compose a letter to the Board of County
Commissioners recommending the change of consultants on both the school impact and EMS
projects.
C. Update from Benefits Subcommittee - Helen Philbin stated that the meeting of the Benefits
Subcommittee was not held. The next Benefits subcommittee meeting will be held on February 2nd
at 2:15.
D. Update from Budget Subcommittee - Joe said that ifhe were running things, the budget proposal
would be given out with the stipulation that each department comes in with last year's budget and a
case with 5% less, 10% and 20%. Janet said that the Productivity Committee in FY03 started just
like that. Stan Farnham said that in business, a company should always have a plan that takes into
consideration the revenues coming in at 5% less. This way, you can be prepared in advance for less
revenue in case it happens. After discussion the committee decided not to pursue this idea further
due to the significance and time consuming activities of the Operational Efficiency and
Effectiveness Study.
III. New Business:
A. Status Report on Operational Efficiency and Effectiveness Study - Syd Blum and Len Price gave the
group an update on the latest meeting ofthe Budget Subcommittee. Syd informed the group that
Len would be the leader of the program and that they have come up with a three-team concept. A
five to six month time period has been estimated for completion of the entire study. Commissioner
Coyle sent out letters to officials and districts asking their cooperation. -*Syd asked Winona to
have the new Senior Operations and Management Consultant, Kimberley Grant, attend the
next Productivity Committee meeting on February 16th and be involved with the three teams.
The three teams have been set-up as follows:
Page 3 ofS
I~ 1- 11-8
Finance Team: HR Team: IT Team: ~ ~
PC Rep - Steve Harrison PC Rep - Syd Blum PC Rep - Al Kozel
BCC Rep - Mike Smykowski BCC Rep - Jean Merritt BCC Rep - Barry Axelrod
SheriffRep - Chrystal Kinzel Golden Gate Fire Rep - Chief School Rep - ??
Peterson
School Rep - ?? School Rep - ?? EMS - Dan Summers
Abe Skinner's Rep -?? Judge Rep - Charles Rice Elections Rep - Gary
Beauchamp
FirelN. Naples - ?? Sheriff Rep - ?? Fire/Marco Rep - ??
B. Discussion about Productivity Committee Applicants for Membership - The members reviewed
the applicants for the Productivity Committee. Two of the applicants; Mr. William Varian and Mr.
Al Zichella are ineligible at this time for membership because of their membership on the executive
Board of Directors of the Collier Building Industry Association, which currently has an active
lawsuit against the county. Discussion then began about applicants Syd Blum, Al Kozel and Matt
Hudson who are up for reappointment. Winona briefed the group regarding past experience
regarding the Productivity Committee's recommendations to the Board for members. The Board
may accept the recommendations or not. The committee is not under any requirement to select any
specific area of expertise to make up the committee. She also stated that the Productivity Committee
use to interview applicants and that they may want to reinstate this policy. There are two attendance
rules that automatically dismiss a member from the committee. One is that if you have two
unexcused absences in a row and the second is if you miss six meetings in a calendar year. There is
also a certain percentage of time that you must be present at a meeting in order to be counted as
present.
The committee approved Syd Blum and Al Kozel and does not recommend reappointment of Matt
Hudson. Steve made the motion to approve Al and Syd, Dex seconded. Five members approved,
Syd abstained, and Janet opposed. ~Debbie Wight will write a memo to Sue Filson in this
regard.
Joe spoke to the group about recruiting members ofthe community to fill the open positions.
Winona added that a potential applicant could sit in a meeting or two just to get the feel of what
would be required if they joined. They need to find members who would fit into the group, be
productive and be willing to spend the required time and actively participate.
C. Election of Productivity Chair and Vice Chair for 2005 - Syd Blum made a motion to retain Joe
Swaja as Chair and Dex Groose as Vice Chair. The motion was seconded by Stan Farnham. The
vote was unanimous. Joe and Dex accepted the appointments.
IV. Comments/Su2:2:estions -
Bidding Process - Syd and Dex have a problem with the way that the bidding process takes place. The
process seems to have some flaws. The value engineering process ended at the budget number for the
high school project - that seemed wrong. [Note: Prior statement has to do with actions by the Collier
County School Board - not the BCC staff.] Syd said the part ofthe process that is overlooked is that we
paid Kraft $160,000 for their overview on how to complete the pool project at North Naples regional
Park. The county paid them for the schedule of values to do the job. He feels if we paid them $160,000
Page 4 of5
/62 A 8
to do the job, then the study is ours. We should then be able to send out a competitive bid to other
companies for comparison bids. Dex asked ifthere is anything we can do about it. Joe said that we
should talk to Len about it and see where we should go from here.
FY06 Budget Policy - Steve suggested that we invite County Manager Mudd to have an informal
meeting with the committee as a pre-meeting of the budget process for next year. ~ Winona will invite
Jim Mudd to the next meeting of the committee to discuss these issues. ~Joe asked that each
member to write down their thoughts for the next meeting. ~Debbie will re-distribute a memo
Steve wrote about six months ago after he sends it to her. Janet also had some questions and wrote
something on the subject of workload measurement and measuring performance against set goals.
Winona is working on a project with cities and counties in Florida that are coming up with
benchmarking performance measures. This will be a great opportunity to share ideas and find
similarities. ~ Winona will inform Len regarding the decisions of the committee so that she may
be able to come up with some templates that are already in existence.
Helen told the group that she would not be at the next meeting.
The meeting was adjourned at 4:40 p.m.
Next Meetin2: The next meeting of the Productivity Committee is scheduled for Wednesday, February
16, 200S, 2 p.m. in the County Manager's Office front conference room, 2nd floor of the W. Harmon
Turner building (Administration Building).
Page S ofS
lfer A 9
~I
Fiala v
Halas ' January 5, 2005
Henr>ingZ ~
TRANS~llrn bF~ ETING OF THE COLLIER
COUNTY ENVIRONMENTAL ADVISORY COMMITTEE
Naples, Florida, January 5, 2005
LET IT BE REMEMBERED, that the Collier County Environmental
Advisory Board in and for the County of Collier, having conducted business
herein, met on this date at 9:00 AM in REGULAR SESSION in Building "F
of the Government Complex, East Naples, Florida, with the following
members present:
CHAIRMAN: Alfred Gal
William Hughes
Judith Hushon
Ken Humiston (Excused)
Michael Sorrell
Erica Lynne
Joe Gammons (Excused)
ALSO PRESENT: Bill Lorenz, Environmental Services Director
Susan Mason, Senior Environmental Specialist
Stan Chrzanowski, Planning Review
Marjorie Student, Assistant County Attorney
Barbara Burgeson, Environmental Specialist
C)". ~_\~l~-
- \ Lol!:)\\\ ~
-.)',
ItoJ:. Aq
January 5, 2005
I. The meeting was called to order at 9:24 AM.
Roll call was taken with Ken Humiston and Joe Gammons being excused.
A quorum was established.
II. Approval of Agenda:
Ms. Hushon asked that "Bonuses in Receiving Lands" be discussed under
"Old Business."
Ms. Lynne moved to approve the Agenda as amended. Second by Mr.
Hughes. Carried unanimously 5-0.
III. Approval of December 1, 2004 meeting Minutes:
Mr. Hughes moved to approve the December 1, 2004 minutes. Second by
Ms. Lynne. Carried unanimously 5-0.
IV. Land Use Petitions:
A. Planned Unit Development No. PUDZ-2004-AR-5611
"Seacrest Upper and Lower School PUD" Section 8, Township
50 South, Range 26 East.
- All those testifying were sworn in by Mr. Gal.
- Disclosures - None.
PETITIONER
Mr. Gonzales - Civil Engineer with Wilson Miller - Petition is to consolidate the
developed and undeveloped portions of the Seacrest Country Day School into a
unified zoning District that would allow construction of a High School adjacent to the
Elementary School Campus. His presentation consisted of the following:
. Site located within Lely Canal basin.
. Existing site has storm water management system discharging runoff
through permanent control structure through the Unity Church property.
. Proposing an addition of a high school campus core with recreational
sports fields and wetland and upland preserve with a connection to County
Barn Road and storm water management system to convey runoff with
outfall to County Barn Road.
Tom addressed the native vegetation and preservation requirements:
. Preserving 9 acres of vegetation on site, exceeding 15% requirement
of5.76 acres.
. Wetlands - SFL WM has jurisdiction over 19.4 acres of wetlands.
. Proposing preserving 6.3 acres of wetlands and an acre of uplands.
. Impacting 13 acres of wetlands and mitigation includes preservation
and enhancement ofapprox. 7.3 acres of habitat on property. They are
purchasing 6.05 credits through a private mitigation bank.
. Going through permitting process with SFL WM and expect permits
this year.
. Listed species - surveys were done and none observed.
2
It.,:{ flq
January 5, 2005
. Satisfied all requirements including Growth Management Plan
Many of the plant species are protected by the Florida Dept. of Agriculture. Thirteen
acres of wetlands will be destroyed with some plant species on that portion. Had not
planned on pulling any of the species out.
Ms. Lynne suggested it would be a good project for the school.
Mr. Hughes moved to accept PUDZ-2004-AR-5611. Second by Ms. Lynne.
Carried unanimously 5-0.
B. Rezone No. RZ-2003-AR-4961-Home Center Plaza Rezone
Section 3, Township 51 South, Range 2 East.
- Disclosures - none
- All those testifying were sworn in by Marjorie Student.
PETITIONER
Kelly Smith - Planning Coordinator from Davidson Engineering, Inc.
representing Southern Development, Inc. - (Applicant) - requesting a rezone
from Agriculture and C-2 within the ST Zoning Overlay to C-3 for both properties.
Her presentation consisted of the following:
. Total site area is 6.07 acres - proposing preserve of 0.19 acres and uses
consistent with the C-3 zoning district including a bank, office and
possibly a restaurant.
. Plan is for 3 buildings - totaling 53,300 sq. feet.
Jeremy Sterk - explained the Falling Waters PUD during their expansion impacting
a portion of the wetlands, therefore mitigating a portion of the Home Center Wetland
secondarily. (Provided mitigation for making wetland smaller)
According to the SFL WM it has made the water quality degraded.
Question of why it was an ST. Mr. Sterk mentioned probably because it was a
wetland.
Barbara Burgeson - Environmental Services - was not sure why the ST Overlay
was put on the Commercial tracts. Can be removed through the re-zoning process.
Discussion followed on preserving and not preserving a wetland area, mitigation of
the site and negotiating through the ERP.
The map of the particular area was shown and discussed as to where the preserve area
is located. The concern of the Committee is how much mitigation will take place. It
is being left to the SFL WM District. Not sure what will be required.
3
lie::J- A- 9
January 5, 2005
Stan Chrzanowski - Engineering Review - pointed out the ditch that goes into the
canal. Henderson Creek comes out of Rookery Bay. The on-site management system
was explained about detaining and retaining water on site which is meant to cleanse
the water before going into the main system. Most projects on Davis Blvd. drain into
the same marine sanctuary.
Marjorie Student - Assistant County Attorney - gave a little history with the
County designating the ST areas as conceptual. When they do the developing, the
EIS's are prepared.
The property is within the Activity Center of the Future Land Use map.
No credits have been determined nor mitigation proposed. There will be no permits
until mitigation.
Mr. Hughes asked if a motion could be made in which this could come back to them
after hearing from SFL WM District.
Ms. Student stated this is a re-zone petition going to the Planning Commission and
Board of County Commissioners. She asked at what point the Committee would like
to see the petition again.
Mr. Hughes replied at site plan as far as the outfall.
Barbara Burgeson - Environmental Services - the committee can request any
petition brought back to be re-heard. It can also be brought back as an informational
item on the agenda in the future. It the committee is supporting the project and
wanting more information, staff can do that. It the committee does not vote on it
today, it moves forward without formal action by them. Staff can give follow-up
information at a later meeting when the permits are in hand, it can be continued or a
stipulation can be put in when the site development plan comes in. It can be brought
back to EAC at that time. The staff does not work with mitigation credits. They
accept them and review them when they are in place making sure there is not a net
loss.
Mr. Hughes moved to accept this project for a zoning change to Commercial
from Agriculture. After completion of the environmental cycle with the other
State agencies, it will come back to the EAC for final site review. Second by
Erica Lynne. Carried unanimously 5-0.
C. Final Plat and Construction Plans No. PPL-2004-AR-5490,
Briarwood Unit 11, Section 32, Township 49 South, Range 26 East.
Disclosures - none.
Those testifying were sworn in by Marjorie Student.
4
/62 A- 9
January 5, 2005
PETITIONER
Gary Butler - Butler Engineering representing the Petitioner. Project is east
of Livingston Road, south of Golden Gate Canal north of Radio Road. It is a 40-
acre site being part of Briarwood sub-division and being sub-divided at final
phase. Showed overlay of sub-division in the northeastern quadrant. Other
information given is as follows:
. Primarily Melaluca on site. 16 acres of marginal Melaluca habitat and 24
acres all Melaluca. Saving less than 4 acres of the habitat.
. Gopher Tortoises are along the canal and will be relocated on site into the
preserves. Will be contributing to a tortoise mitigation bank.
. Showed area map - there are two access areas located in the existing
Briarwood sub-division - not going through St. Clair Shores as there was
controversy.
. Showed site plan with lakes and habitat being saved.
. A temporary fence will be installed and then a permanent fence along the
north and east side of the preserve.
. There are 16 acres of viable habitat, less than 75% Melaluca and
preserving 25% of that number. No wetlands on site.
. They have a management plan for the tortoises.
. They are landscaping 15-20 feet on the canal side that is maintained by
Big Cypress and cleared all the trees for maintenance. There will be a 6-
foot wall along the north half of the easterly line and a 2- foot berm. It will
go in before the first building permit is issued.
Ms. Hushon moved to accept the plan. (Final Plat and Construction Plans No.
PPL-2004-AR-5490 Briarwood). Second by Mr. Hughes. Carried unanimously
5-0.
D. Planned Unit Development Amendment No., PUDZ-A-2003-AR-
5168 Malibu Lakes PUD, Section 30, Township 48 South, Range
26 East.
Disclosures - none
Those testifYing were sworn in by Marjorie Student.
PETITIONER
Wayne Arnold - Grady Minor Engineering - Land Planner - project is an
amendment to the existing Malibu Lakes PUD to combine pre-existing commercial
planned developments with small agricultural along 1-75 into a single PUD. Project
was previously approved. Kimberly-Horn did the site civil work on the project.
Lynne Keefer - Kimberly-Horn - briefly gave a synopsis of what has been done on
the project as follows:
5
J{,J. A 9
January 5, 2005
. Site consists of pine Flatwoods habitat and exotics including Brazilian
pepper and Melaluca.
. 10.86 acres of existing native vegetation - per code required to preserve
2.72 acres - are preserving 1.73 acres and creating another .99 acres.
. Summarized the acreage of wetlands, exotics and willow marsh. Will
propose to impact all the wetlands and mitigation will be purchased in a
mitigation bank.
. In process of obtaining SFL WM environmental resource permit.
. Environmental issues are mostly resolved.
. Credits were purchased as part of Brentwood PUD and additional credits
have been reserved for remainder of project.
. No listed species have been found or observed.
. There is a fox squirrel preserve on the existing Malibu Lakes that has been
developed.
. Discussed the stormwater management areas. Will be re-vegetated to
meet the original requirements of the preserve area management plan and
approved.
. Project meets EIS criteria.
. Will be purchasing little over 9 wetland credits in addition to credits
already purchased.
The Immokalee Road construction was mentioned concerning the congestion.
Mr. Hughes asked how soon the project will be finished.
Mr. Arnold replied it is driven by Target Corporation wanting to build their store on
the site. Their construction schedule is moving along and submitted a plat and site
plan with the County and wish to start construction in March if all goes well.
Ms. Student reminded the Committee they are limited to environmental matters and
okay to comment on the traffic etc. but to not take any formal action other than on
environmental matters.
Kristine Sanchez - Environmental Services - cleared up the subject of plant species
not being a part of this particular petition. No listed plant species for the commercial
property.
Ms. Lynne would like the County to take the listed plant species more seriously in
the future.
Mr. Gal moved to approve the Petition - PUDZ-2004-AR-5168 Malibu Lakes
PUD. Second by Mr. Sorrel. Carried unanimously 5-0.
V. Old Business
A. Bonuses in Receiving Lands
Ms. Hushon had some questions relating to TDR's since she was not in
attendance at the last meeting. She was disturbed with the decision of the
Committee. She would like to re-open the subject matter.
6
/b:L 1-19
January 5, 2005
To reconsider their decision they need someone who voted in the majority to
reconsider. They also need to re-advertise and set a time for discussion of the
subject on the Agenda.
Ms. Student pointed out the Amendments going to the Planning Commission
on January 6th and suggested someone be appointed to attend that meeting
and ask questions or watch it on television. It will then go to the Board of
County Commissioners and DCA for review, and then back for final action.
The legal consultants will attend the Planning Commission and BCC
meetings.
She did not feel discussion should take place without it being noticed.
Bill Lorenz - Environmental Services Director cautioned there is no staff
member familiar with the subject in attendance and were not knowledgeable it
was going to be brought up.
Ms. Student stated they are Comp Plan Amendments and even though EAC
doesn't have statutory requirements she feels uncomfortable discussing it
without the proper staff persons and not being advertised.
Ms. Lynne had a question if the bonus credits result in an overall increase in
density increases the number of units in the receiving area or reshuffles them.
Marjorie replied they do not go over and above the density that is already
permitted.
Ms. Hushon asked about giving bonus' and upping the density on the land -
ending up with more residential units originally designed to go on a certain
block of land. She understood it doesn't come from any sending or receiving.
Again Ms. Student suggested attending the Planning Commission for a better
understanding.
A brief discussion followed with Ms. Student stating the appropriate staff is
not in attendance nor does anyone have the appropriate materials.
Mr. Lorenz explained the processes it will go through with the Public
Hearing and having an opportunity to review them then.
Ms. Student mentioned perhaps the consultants attend a future meeting to
explain the details when it comes back for adoption.
VI. New Business
A. Outstanding Advisory Committee Member Nominations
Susan Mason enclosed forms the committee can fill out for nominating
any member they feel is outstanding with the work they may have done
7
/{;,2 A9
January 5, 2005
for the Counties benefit. She explained the program. This is done once a
month and is for current Board members.
Applications have been received for the two vacant seats on the EAC.
They will have 2 additional members at their February meeting to fill out
the Committee.
B. Schedule for Presenting Proposed Listed Species Management
Program - Bill Lorenz
Outlined Listed Species Management Program the Stakeholders are
developing. Gave Presentation - highlights: Possible Elements
. Stakeholders Group - not formal
. Changes to existing policy because of inconsistencies in wording
. Proposals for Comprehensive Wildlife Program
. 3 elements
Look at more specific Criteria (working on it)
How much of a role does Collier County have developing
standards and reviewing land development projects for listed
species protection. (local standards)
Incentive Programs
Will ask the BCC to set-up a formal Advisory Committee to look at
feasibility and timing of budgetary cycle.
A Workshop will be held on Friday, January 21st at 1:00 PM.
VII. Council Member Comments - None
VIII. Public Comments - None
**********
There being no further business for the good of the County, the meeting was
adjourned by order of the Chair at 11:07 AM.
COLLIER COUNTY ENVIRONMENTAL ADVISORY COMMITTEE
Chairman Alfred Gal
8
!b~ A 9
Item V.A.
ENVIRONMENTAL ADVISORY COUNCIL
ST AFF REPORT
MEETING OF FEBRUARY 2. 2005
I. NAME OF PETITIONER/PROJECT:
Petition No.:
Petition Name:
Applicant/Developer:
Engineering Consultant:
Environmental Consultant:
PUDZ-2004-AR-60l5
Triad RPUD
Triad Housing Partners
RWA, Inc.
Passarella and Associates, Inc.
II. LOCATION:
The subject property is located at the northeast quadrant of the Radio Road/Palm
Springs Boulevard intersection, approximately 1300 feet west of the terminus of
Radio Road. The property comprises numerous parcels located in the southwest
half of Section 34, Township 49 South, Range 26 East, Collier County, Florida.
III. DESCRIPTION OF SURROUNDING PROPERTIES:
The local area, the southern segment of the Palm Springs Boulevard/Radio Lane
intersection, is populated with developed (Circle K gas station) and undeveloped
Commercial parcels, and existing single-family and multi-family residential
structures. The subject property is within one mile of Interchange Activity Center
NO.9 and is located within a residential density band.
ZONING
DESCRIPTION
North:
(7)
East:
South:
West:
Palm Springs Village single-family subdivision; zoned RMF-12
Saddlebrook Village; zoned PUD @ 12.96 units per acre
Circle K & Radio Road R-O-W; zoned C-3
Undeveloped Parcels; zoned C-l
IV. PROJECT DESCRIPTION:
The proposed Residential PUD rezone will eliminate a portion of the undeveloped
commercial parcels that exist in the local area. The Triad RPUD rezoning request
is seeking approval for a residential development that includes a maximum of 140
residential housing units on approximately :i:.10.75 acres. The gross project
/6:! 119
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Page 2 0[8
density requested for the project is 13.02 dwelling units per acre. The Triad
RPUD dwelling units are designed as a multi-family residences. Access to the
property will be from Palm Springs Boulevard via Radio Lane. The proposed
RPUD document indicates that the project is to be completed in a single phase
with construction commencing in the third quarter of 2005. Project build-out is
anticipated to occur in 2006. The project is proposing customary accessory uses
such as private garages, swimming pools, social and recreational space,
landscaped open space, and a variety of passive, native preserves.
v. GROWTH MANAGEMENT PLAN CONSISTENCY:
Future Land Use Element:
The subject property is currently designated Urban (Urban Mixed Use District,
Urban Residential Subdistrict) as identified on the Future Land Use Map of the
Growth Management Plan. Furthermore, it is within one mile of Interchange
Activity Center #9 and is located within a residential density band. Thus, it is
allowed 3 residential units per gross acre, which may be added to the base density
of 4 dwellings units per acre. Finally, the applicant is seeking to apply for the
Density Bonus: Conversion of Commercial Zoning, which grants a bonus of up to
16 dwelling units per acre, which may be added for every 1 acre of commercial
zoning which is converted. These dwelling units may be distributed over the
entire project. The project must be compatible with surrounding land uses.
Relevant to this petition, this Subdistrict permits non-residential uses that are
compatible with, and/or support, the residential character of the residential
designation, such as private garages, swimming pools, and model homes. Review
of the Density Rating System yields that the Triad RPUD is eligible for a
maximum density of 16 dwelling units per acre.
The table below illustrates the total number of dwelling units possible in the
Urban Residential Subdistrict if both the Proximity to Mixed Use Activity Center
or Interchange Activity Center and Commercial Conversion Density Bonuses
were utilized. Because both of these density bonuses added to the base density
exceed the cap of 16 dwelling units per acre, the maximum density the applicant
can seek is only 16 dwelling units per acre.
BASE DENSITY 4 dwellin2 units per acre
PROXIMITY TO MIXED +3 dwelling units per acre
USE A CTIVITY CENTER
OR INTERCHANGE
A CTIVITY CENTER
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CONVERSION OF
COMMERCIAL ZONING
TOT AL ELIGIBLE
DENSITY
+16 dwelling units per acre
16 dwelling units per acre x
10.75 A = 172 dwelling units per
acre
FLUE Policy 5.4 requires that all new developments are compatible with and
complimentary to the surrounding land uses. The Comprehensive Planning
Department leaves this determination to the Zoning and Land Development
Review Dept. staff as part of their review of the petition in its totality.
Based upon the above analysis, staff concludes the proposed RPUD uses and
density may be deemed consistent with the FLUE.
Conservation & Coastal Mana2:ement Element:
Objective 2.2. of the Conservation and Coastal Management Element of the
Growth Management Plan states "All canals, rivers, and flow ways discharging
into estuaries shall meet all applicable federal, state, or local water quality
standards".
To accomplish that, policy 2.2.2 states "In order to limit the specific and
cumulative impacts of stormwater runoff, stormwater systems should be designed
in such a way that discharged water does not degrade receiving waters and an
attempt is made to enhance the timing, quantity, and quality of fresh water
(discharge) to the estuarine system".
This project is consistent with the objectives of policy 2.2.2 in that it attempts to
mimic or enhance the quality and quantity of water leaving the site by utilizing
lakes and interconnected wetlands to provide water quality retention and peak
flow attenuation during storm events.
The project as proposed is consistent with the Policies in Objective 6.1 and 6.2 of
the Conservation & Coastal Management Element, for the following reasons:
Fifteen percent (15 %) of the existing native vegetation will be retained on-site
and set aside as preserve areas with conservation easements prohibiting further
development. Selection of preservation areas, are consistent with the criteria listed
in Policy 6.1.1.
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Habitat management and exotic vegetation removal/maintenance plans are
required at the time of Site Development Plan/Construction Plan submittal.
Preserve areas shall be required to be maintained free of Category I invasive
exotic plants, as defined by the Florida Exotic Pest Plant Council.
Littoral shelf planting areas within wet detention ponds shall be required at the
time of Site Development Plan/Construction Plan submittal, and will be required
to meet the minimum planting area requirement in Policy 6.1.7.
The requirement for an Environmental Impact Statement (EIS) pursuant to Policy
6.1.8 has been satisfied.
Jurisdictional wetlands have been identified as required in Policies 6.2.1 and
6.2.2. Pursuant to Policy 6.2.4, the County shall require appropriate agency
permits prior to the issuance of a final local development order permitting site
improvements (Site Development Plan). As stated in Policies 6.2.3 and 6.2.4,
where permits issued by jurisdictional agencies allow for impacts to wetlands
within the Urban Designated Area and require mitigation for such impacts, this
shall be deemed to meet the objective of protection and conservation of wetlands
and the natural functions of wetlands within this area.
In accordance with Policy 6.2.6, required preservation areas are identified on the
PUD master plan. Allowable uses within the preserve areas are included in the
PUD document. Uses within preserve areas shall not include any activity
detrimental to drainage, flood control, water conservation, erosion control, or fish
and wildlife conservation and preservation.
A wildlife survey for listed species in accordance with Policy 7.1.2 is included in
the Environmental Impact Statement (EIS). Wildlife habitat management plans
for listed species are required at the time of Site Development Plan/Construction
Plan submittal.
VI. MAJOR ISSUES:
Stormwater Mana2ement:
As per the SFWMD, this site drains to the north through a swale that passes under
1-75 and discharges into the Golden Gate Canal. During the meetings about
Saddlebrook, the project directly to the east of Triad, County Stormwater
Management staff tried to argue that flow in this area should be southwest, but
because of the tremendous amount of topographic change in the area (see attached
LiDAR topography), the District prevailed.
/fc,~ A 9
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Environmental:
Site Description:
The subject property is an undeveloped 10.75 acre parcel surrounded by
residential development to the north, south, and east and undeveloped land to the
west. This site is traversed by an existing road. The site supports 8.89 acres of
native vegetation; dominantly pine flatwoods with a .21 acre isolated wet prairie.
The onsite vegetative communities appear to be disturbed from historical clearing
activities.
The Natural Resources Conservation Service (NRCS) soil map for the area
identifies the following soil type: Pineda fine sand, limestone substratum (Unit
14, hydric).
Wetlands:
Approximately .21 acres of the site were claimed as jurisdictional wetlands by the
South Florida Water Management District (SFWMD). This wetland is an isolated
wet prairie. Development of the site will result in direct impacts to 81 % of this
wetland. The remainder of the wetland will be preserved.
Preservation ReQuirements:
Of the 10.75 acre site, 8.68 acres are pine flatwoods, 1.86 acres are not vegetated
due to existing road and cleared areas, and .21 acres is an isolated wet prairie.
Only the pine flatwoods and wet prairie are used in the preservation calculation.
Policy 6.1.1 of the Conservation and Coastal Management Element of the Growth
Management Plan requires that Fifteen percent (15%) of the existing native
vegetation be retained on-site and set aside as preserve, and to be protected by a
permanent conservation easement to prohibit further development. The native
vegetation requirement for this site is based on the 8.68 acres of pine flatwoods
and .21 acres of wet prairie. A minimum of 1.33 acres of native vegetation is
required to be preserved on site. The PUD master plan depicts 1.62 acres of native
preservation and satisfies this requirement.
Listed Species:
A listed species survey was conducted in June 2004 by Passarella and Associates
on the site and a copy of the survey is provided in the EIS. No species of special
status or signs of any listed species were observed during the survey.
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VII. RECOMMENDATIONS:
Staff recommends approval of Triad PUD with the following stipulations:
Stormwater Manaeement:
1. Since the site has wetlands, it will be permitted by the South Florida Water
Management District. A Surface Water Management permit or an ERP
must be obtained prior to final development order approval.
Environmental:
No additional stipulations.
EAC Meeting
Page 70[8
PREPARED BY:
STAN CHRZANOWSKI, P.E.
ENGINEERING REVIEW MANAGER
CRISTINA SANCHEZ
ENVIRONMENTAL SPECIALIST
MIKE BOSI
PRINCIP AL PLANNER
ItoL A9
DATE
DATE
DATE
lfo~ A~
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Page 8 0[8
REVIEWED BY:
BARBARA S. BURGESON
PRINCIP AL ENVIRONMENTAL SPECIALIST
ENVIRONMENTAL SERVICES DEPARTMENT
DATE
WILLIAM D. LORENZ, Jr., P.E., DIRECTOR
ENVIRONMENTAL SERVICES DEPARTMENT
DATE
SUSAN MURRAY, AICP, DIRECTOR DATE
DEPARTMENT OF ZONING AND LAND DEVELOPMENT REVIEW
APPROVED BY:
JOSEPH K. SCHMITT
COMMUNITY DEVELOPMENT
ADMINISTRATOR
&
DATE
ENVIRONMENTAL SERVICES
IfozA9
Item V.c.
ENVIRONMENTAL ADVISORY COUNCIL
STAFF REPORT
MEETING OF Februarv 2. 2005
I. NAME OF PETITIONER/PROJECT:
Petition No.:
Petition Name:
Applicant/Developer:
Engineering Consultant:
Environmental Consultant:
CU-2004-AR-6625
Wiggins Pass Hotel and Spa
Eco Venture Wiggins Pass, LTD.
RW A Consulting, Inc.
Passarella and Associates, Inc.
II. LOCATION:
The subject property is the site of the former Wiggins Pass Marina. It is located
in the northwest quadrant of the intersection of Wiggins Pass Road and
Vanderbilt Drive in Section 17, Township 48 South, Range 25 East. The parcel is
approximately 1 0.45i: acres.
III. DESCRIPTION OF SURROUNDING PROPERTIES:
The surrounding properties contain a mix of residential developments and a
public park. The residential parcel to the north, Cocohatchee Bay PUD, permits
high-rise residential units at a height of 200 feet above parking and the Pelican
Isle Yacht Club to the southwest is also a high-rise residential project with a
maximum density of 11 dwelling units per acre).
North: Undeveloped land within a residentially designated tract; zoned PUD
(Cocohatchee Bay PUD; 1.11 dwelling units per acre)
East: Vanderbilt Drive ROW, across which is land with a Site Development
Plan authorizing a golf course; zoned PUD (Cocohatchee Bay PUD;
1.11 dwelling units per acre)
South: Cocohatchee River Park (Collier Parks and Recreation); zoned P
(Public Use)
West: Undeveloped land within a residentially designated tract which is
predominantly mangrove forest; zoned PUD (Cocohatchee Bay PUD;
1.11 dwelling units per acre)
Southwest: Pelican Isle Yacht Club; zoned RT (density capped at 11 dwelling
units per acre)
Southeast: Undeveloped commercial tract of Wiggins Bay PUD; zoned PUD
(4.85 dwelling units per acre)
/07 fJ9
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Page 2 of9
IV. PROJECT DESCRIPTION:
The subject site is 10.45 + acres and directly north of the Cocohatchee Bay Park,
which includes wet boat slips and a boat launching and fueling facility. The
subject property was used for many years as a marina with some 450 dry boat
storage spaces, a ship store, a boat service facility, marine fueling facility, and
several wet slips. The petitioner seeks a Conditional Use for a Destination Resort
Hotel in the Commercial (C-4) zoning district, as provided for in Chapter 2.04.03
of the LDC. Hotels are permitted in the C-4 zoning district, when the C-4 zoning
district is contained within an activity center. The subject site is not located
within an activity center and therefore a conditional use application is required of
the project. The applicant is proposing a 230-room hotel with customary
ancillary uses. These uses include:
. + 10,000 square feet ofrestaurant space;
. + 4,000 square feet of loungelbar area;
. + 10,000 square feet of meeting and ballroom space
. + 17,000 square feet of retail shops and personal service uses such as a spa and
salon
. + 3.18 acre marina with a maximum of 47 wet slips and a ship store (minimum of
three wet-slips reserved for transient boat parking.
The project's primary means of ingress and egress is located directly across from
the existing terminus of Wiggins Pass Road, where a traffic signal exists. A
secondary means of ingress and egress will be provided at the northern extent of
the project. This secondary access point is to be utilized primarily for deliveries
and to provide enhanced emergency access. The projects will provide an inter-
connection with the Cocohatchee Bay Park to the south to allow the park's
patrons the ability to egress the site utilizing the traffic signal.
V. GROWTH MANAGEMENT PLAN CONSISTENCY:
Future Land Use Element:
The subject property is designated Urban (Urban Mixed-Use District, Urban
Residential Subdistrict) on the Future Land Use Map of the Growth Management
Plan. Relevant to this petition, the Urban-Mixed Use District permits a variety of
non-residential uses including hotels/motels consistent by Policy 5.9, 5.10, or
5.11 and related accessory and recreational uses such as restaurants, meeting
spaces, retail uses, spas; and, water related uses such as wet slips.
The subject site is zoned commercial (C-4) and developed with a marina. This site
does not meet the commerciallocational criteria contained in the FLUE. However,
FLUE Policy 5.9 provides that properties, which do not conform to the FLUE but
are improved, as determined through the Zoning Re-Evaluation Program, shall be
/(02 A 9
EAC Meeting
Page 3 of9
deemed consistent with the FLUE and identified on the FLUE Map Series as
Properties Consistent by Policy. This site is such a property (determined to be
"improved property" through the Zoning Re-evaluation Program) and therefore
allowed to develop consistent with the C-4 zoning district as requested above.
The Urban-Mixed Use District sets forth "any water-dependent and/or water-
related land use shall encourage the use of the PUD technique and other innovative
approaches to conserve environmentally sensitive features and to assure
compatibility with surrounding land uses." "In addition to the criteria of
compatibility with surrounding land uses and consistency with the siting policy of
the Conservation and Coastal Management Element (Policy 10.1.4), the following
land use criteria shall be used for prioritizing the siting of water-dependant and
water-related uses:
a) Presently developed sites;
b) Sites where water-dependant or water-related uses have been previously
established;
c) Sites where shoreline improvements are in place;
d) Sites where damage to viable, naturally functioning wetlands, or other
environmentally sensitive features could be minimized."
The subject site is presently developed with a marina, a water-dependent and
water-related use. The proposed uses include a water-related use, the 47-slip
manna.
FLUE Policy 5.4 requires new land uses to be compatible with the surrounding
area. Comprehensive Planning leaves this determination to the Zoning and Land
Development Review staff as part of their review of the petition in its entirety.
Based upon the above analysis, staff concludes that the proposed uses for the site
may be deemed consistent with the FLUE.
Conservation & Coastal Manal!ement Element:
Objective 2.2 of the Conservation and Coastal Management Element of
the Growth Management Plan states "All canals, rivers, and flow ways
discharging into estuaries shall meet all applicable federal, state, or local water
quality standards. The applicant states in the EIS that all flow from a 25-year, 3
day storm will be collected, treated to State Outstanding Florida Waters Standards
and will discharge to the existing portion of the improved marina.
This project is consistent with Policy 6.1.4 in that an invasive exotic vegetation
removal and maintenance plan will be required at the time of Site Development
Plan/Construction Plan submittal.
Ib:I A 9
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The requirement in Policy 6.1.8 to provide an Environmental Impact Statement
has been satisfied.
Jurisdictional wetlands have been identified as required in Policies 6.2.1 and
6.2.2. Agency permits will be required at the time of Site Development
Plan/Construction Plan submittal. As stated in Policies 6.2.3 and 6.2.4, where
permits issued by jurisdictional agencies allow for impacts to wetlands within the
Urban Designated Area and require mitigation for such impacts, this shall be
deemed to meet the objective of protection and conservation of wetlands and the
natural functions of wetlands within this area. The SFWMD FLUCCS identifies
Code 540 (Bay) onsite as "other surface waters" and COE identifies "Waters of
the U.S." and is shown in Figure 2 of the EIS.
The proposed marina is for 47 slips. Policy 6.3.1 requires the amount of
permitted wet slips for marinas be no more than 18 boat slips per 100 feet of
shoreline where impacts to sea grass beds are less than 100 square feet. The
proposed marina will not impact any sea grass beds if the vessels leaving the
marina stay within the limits of the main channel to the Gulf of Mexico.
According to the applicant, the existing shoreline is approximately 305 feet,
which would allow 54.9 slips; the applicant is proposing 47 slips, in accordance
with this policy.
A wildlife survey for listed species has been conducted on the site and included in
the Environmental Impact Statement. In accordance with Policy 7.1.2, wildlife
habitat management plans have been submitted for the bald eagle. The relevant
reference to this project that is required by Policy 7.1.2 to be used in preparing the
management plan is the "Habitat Management Guidelines for the Bald Eagle in
the Southeast Region", USFWS, 1987. Policy 7.1.2(2)(d) states, "For the bald
eagle, the required habitat management plans shall establish protective zones
around the eagle nest restricting certain activities. The plans shall also address
restricting certain types of activities during the nesting season." Per the USFWS
Bald Eagle Management Guidelines, restrictions are recommended on new
commercial and industrial development, construction of multi-story buildings or
high-density housing developments, construction of roads that increase access to
nest sites, and use of chemicals toxic to wildlife. Most other sources of
disturbance are allowed within the secondary zone during the non-nesting season.
The subject site, located within the secondary zone, is proposing a multi-story
hotel.
Policy 7.1.2(3), states, "The County shall, consistent with applicable GMP
policies, consider and utilize recommendations and letters of technical assistance
from the FFWCC and the USFWS in issuing development orders on property
containing listed species. It is recognized that these agency recommendations, on
a case by case basis, may change the requirements contained within these wildlife
/0 -:[ A q
EAC Meeting
Page 5 0[9
protection policies and any such change shall be deemed consistent with the
Growth Management Plans." Included in the EIS is the USFWS biological
opinion dated March 6, 2004 for the originally proposed construction of two 22-
story residential towers. The USFWS written biological opinion and their
recommendations allows for the multi-story buildings within the secondary zone
and allows construction during the nesting season with terms and conditions and
therefore the eagle management plan is consistent with the GMP.
The project is consistent with Policy 7.1.4 in that all applicable federal and state
permits regarding protected species will be required at the time of Site
Development Plan/Construction Plan submittal.
Per Policy 7.2.1, the marina siting criteria was used to determine the appropriate
number of docks allowed in order to direct increased boat traffic away from
sensitive manatee habitats. A manatee protection plan has been included as part
of the EIS.
Policy 10.1.1 sets priorities for water-dependant uses in order to protect
shorelines where activities will damage or destroy coastal resources. The
proposed private marina use falls in the middle of the priorities list. However, the
shoreline along the property has already been impacted. Similarly, Policy 10.1.3
lists priorities for water-related uses: Recreational facilities, marine supply/repair
facility and residential development, respectively. Consistent with the policy, the
proposed plan is providing a private marina and a marine supply facility which
are the first and second priorities.
Per Policy 10.1.6 regarding new marinas, the applicant has provided vehicular
parking, fueling facilities designed to contain spills from on-land and in the water,
and accessibility to all public services. Specifics will be addressed at the time of
site plan submittal. Sewage pump-out facilities will be required at the time of site
development plan submittal. This policy also states that dry storage should be
encouraged over wet storage. This project proposes only wet storage.
Policy 12.1.2 requires that land use amendments in the Category I hurricane
vulnerability zone shall only be considered if such increases in densities provide
appropriate mitigation to reduce the impacts of hurricane evacuation times. The
proposed commercial hotel/marina development will have no impact on hurricane
evacuation times, as no permanent residential dwelling units are proposed.
VI. MAJOR ISSUES:
Storm water Mana2ement:
/02 A9
EAC Meeting
Page 60f9
The subject site lies in an area referred to in the County Drainage Atlas as
"Miscellaneous Coastal Basins" because it discharges directly into the Gulf.
Since there are no downstream properties, water quantity (discharge)
requirements are not a consideration. There are no County stormwater facilities in
the vicinity of the project. Water quality retention must be accounted for in
compliance with the requirements and standards of the FDEP and the SFWMD.
Environmental:
Site Description:
The subject site is a lO.45-acre former commercial marina. No native habitat is
present.
Wetlands:
The subject site contains 0.43 acres of open water, the shoreline composed of sea
wall and boat ramps. The submerged bottom of the bay is composed of soft
sediment lacking sea grasses within or immediately adjacent to the project
boundary. The applicant proposes to excavate a 3.18-acre marina basin and
reconfigure to accommodate 47 wet slips.
Preservation ReQuirements:
There is no preservation requirement for the subject property.
Listed Species:
The project site is developed and does not contain listed species. The West Indian
Manatee may occur within waters near the project site. The majority of the site is
located within the secondary protection zone of bald eagle nest CO-O 19. This
nest is located approximately 830 feet northwest of the project site occupied by a
pair of eagles that have successfully fledged young during each of the last four
consecutive nesting seasons. As part of the biological opinion from USFWS, the
applicant proposed enhancing the reconfigured marina basin for flushing by
planting the terminal ends of the bay with 0.82 acres of mangroves. This proposal
has been withdrawn by the applicant and is long longer included as part of this
plan.
VII. RECOMMENDA TIONS:
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Staff recommends approval of CU-2004-AR-6625 "Wiggins Pass Hotel and Spa"
with the following stipulations:
Stormwater Manaeement:
A Surface Water Management Permit or an Environmental Resource Permit must
be obtained from SFWMD for this site. SFWMD may defer to FDEP because of
the location.
Environmental:
1. As part of the biological opmlOn from USFWS, the applicant proposed
enhancing the reconfigured marina basin for flushing by planting the terminal
ends of the bay with 0.82 acres of mangroves. Until such time as the biological
opinion is modified or written authorization is received from USFWS, this
requirement remains as part of the biological opinion and shall be included and
shown as part of final site plan approval.
2. Draft restrictions will be in accordance with the Manatee Protection Plan in
affect at the time of Site Development Plan/Construction Plan submittal.
3. Any amendment to the Bald Eagle Management Plan shall require review by the
Environmental Advisory Councilor any successor body.
4. This PUD shall comply with the guidelines and recommendations of the U.S.
Fish and Wildlife Service (USFWS) and Florida Fish and Wildlife Conservation
Commission (FFWCC) regarding potential impacts to protected species onsite.
A Habitat Management Plan for those protected species shall be submitted to
Planning Services staff for review and approval prior to final Site Plan!
Construction Plan approval.
5. According to staff in the Collier County Pollution Control and Prevention
Department, removal of the old underground storage tanks will begin the week
of Jan 17, 2005. Some confirmatory sampling will be required where samples
exceeding target levels were identified in the 2002 phase 2 report by LAW
engineering. If that sampling confirms contamination, a notification and full
assessment - followed by remediation will be required. Any required mitigation
shall be completed prior to SDP approval.
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PREPARED BY:
STAN CHRZANOWSKI, P.E. DATE
ENGINEERING REVIEW MANAGER
ENGINEERING SERVICES DEPARTMENT
SUSAN MASON DATE
SENIOR ENVIRONMENTAL SPECIALIST
ENVIRONMENTAL SERVICES DEPARTMENT
MIKE BOSI, A.I.C.P. DATE
PRINCIPAL PLANNER
DEP ARTMENT OF ZONING AND LAND DEVELOPMENT REVIEW
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Page 9 of9
REVIEWED BY:
BARBARA S. BURGESON
PRINCIPAL ENVIRONMENTAL SPECIALIST
ENVIRONMENTAL SERVICES DEPARTMENT
DATE
WILLIAM D. LORENZ, Jr., P.E., DIRECTOR,
ENVIRONMENTAL SERVICES DEPARTMENT
DATE
SUSAN MURRAY, AICP, DIRECTOR, DATE
DEPARTMENT OF ZONING AND LAND DEVELOPMENT REVIEW
APPROVED BY:
JOSEPH K. SCHMITT DATE
COMMUNITY DEVELOPMENT & ENVIRONMENTAL SERVICES
ADMINISTRATOR
lit, I It 9
Item V.D.
ENVIRONMENTAL ADVISORY COUNCIL
STAFF REPORT
MEETING OF FEBRUARY 2. 2005
I. NAME OF PETITIONER/PROJECT:
Petition No.:
Petition Name:
Applicant/Developer:
Engineering Consultant:
Environmental Consultant:
PUDA-2004-AR-6786
Cocohatchee Bay
Vanderbilt Partners II, LLC
Vanasse Daylor
Turrell and Associates
II. LOCATION:
The eastern portion of the development is located at the northeast corner of
Vanderbilt Drive and Wiggins Pass Road. The larger, western portion of the PUD
is entirely on the west side of Vanderbilt Drive, extending from the northern
boundary of The Dunes PUD to the southern boundary of the Arbor Trace PUD.
The Audubon Country Club PUD binds a northwest extension of the Cocohatchee
Bay PUD on the west. The subject property, consisting of 532 acres, is located in
Sections 8, 16, 17 & 20, Township 48 South, Range 25 East, Collier County,
Florida.
III. DESCRIPTION OF SURROUNDING PROPERTIES:
The project is bordered on the west by the Delnor Wiggins State Park and
Barefoot Beach County Park; on the east by Tarpon cove PUD and Wiggins Bay
PUD, on the south by the Dunes and on the north by Arbor Trace PUD and
Village Place PUD. The general area is a mix of residential developments, public
parks, and limited commercial and environmentally sensitive lands.
North: Undeveloped and developed residential parcels, zoned Arbor
Trace PUD, Residential (RSF-3/ST) and Village Place PUD
East: Undeveloped and developed residential parcels, undeveloped
commercial parcel, Cocohatchee River Park, and existing zoned
Tarpon Cove PUD, Commercial (C-4), Public (P)
South: Existing Marina, residential dwelling units zoned Commercial (C-
4), Tarpon Cove PUD, Wiggins Bay PUD and the Dunes PUD
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West:
Undeveloped parcels and Gulf of Mexico zoned Conservation
with a Special Treatment Overlay and Agricultural with
Special Treatment Overlay
IV. PROJECT DESCRIPTION:
The Cocohatchee Bay PUD was originally approved by Collier County on
December 12, 2000, and authorized by PUD Ordinance Number 00-88. On
September 21, 2004, the Board of County Commissioners at their advertised
public hearing voted to allow the petitioner to submit an amendment to the
existing Cocohatchee Bay PUD for the limited purpose of proposing an
amendment to the Bald Eagle Management Plan and related references.
The Collier County Board of County Commissioners adopted the PUD Ordinance
for the Cocohatchee Bay Development on December 12, 2000. The Ordinance
approved the development of high-rise condominiums up to 20 stories tall, multi-
family dwellings, and adult living facilities. The project is also approved for a
social and fitness center, a golf driving range and clubhouse, golf course, tennis
courts, guest cottages, parking areas, and stormwater management facilities. The
entire PUD comprises approximately 532.09.:t acres. The majority of the golf
course and ninety residential units designated R-2 by the PUD document are
located within the portion of the PUD lying east of Vanderbilt Drive and north of
Wiggins Pass Road. The remaining facilities and 480 residential units are to be
located on the west side of Vanderbilt Drive and north of the existing Wiggins
Pass Marina.
At the time of approval, and continuing through the time of this wntmg, an
actively used nest of a pair of bald eagles exists on the site. The bald eagle is
listed as "threatened" by the United States Fish and Wildlife Service (FWS) and
the Florida Fish and Wildlife Conservation Commission (FWC). A Primary
Protection Zone extends out a radius of 750 feet from the nest tree and a
Secondary Protection Zone extends out a radius of 1,500 feet from the nest tree.
The approved PUD document is unusual in that it contains two master plans.
Exhibit "A" indicates the proposed development plan including golf course and
residential areas. Exhibit "B" indicates golf course only, entirely outside of the
Bald Eagle Primary Protection Zone, and no residential areas. Exhibit "A" is
applicable only when the bald eagle nest tree is deemed no longer active.
The applicant has received a United States Fish and Wildlife Service biological
opinion, as issued to the U.S. Army Corps of Engineers that would allow
development in the Primary Protection Zone during the non-nesting season.
Therefore, the developer wishes to amend the Bald Eagle Management Plan,
which is a part of the PUD, to allow development in the Primary Protection Zone
/0 -:1 A 9
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Page 3 of9
to start during the non-nesting season and continue through the nesting season,
and in doing so eliminate the master plan defined as "Exhibit B".
V. GROWTH MANAGEMENT PLAN CONSISTENCY:
Future Land Use Element:
The subject property is located within the Urban Designation, Urban-Mixed-Use
District, Urban Residential Subdistrict on the Future Land Use Map (FLUM) of
the Growth Management Plan (GMP). The majority of the western portion of the
PUD is located seaward of the Coastal High Hazard Area Boundary.
Future Land Use Element: As noted, the Board of County Commissioners
adopted the Cocohatchee Bay PUD Ordinance (Ordinance No. 00-88) on
December 12,2000. The size of the PUD is approximately 532 acres. The PUD
Ordinance allows the petitioner to develop 590 units, which represents a
residential density for the PUD of approximately 1.11 units per acre. The
proposed amendment does not involve any proposed change to the number of
residential units. It only seeks to allow already approved development within the
eagle nest area. Therefore, the proposed amendment does not impact the
approved density. Collier County Comprehensive Planning finds that the
proposed amendment is consistent with the provisions of the Future Land Use
Element. However, staff must defer to County Environmental Services
Department staff, as to whether the proposed revisions to the bald eagle
management plan are consistent with County provisions regarding the protection
of listed species.
Conservation & Coastal Manae:ement Element:
Only those Policies relating to the eagle as a listed species were evaluated for
project consistency.
Policy 7.1.2(3) states: "The County shall, consistent with applicable GMP
policies, consider and utilize recommendations and letters of technical assistance
from the Florida Fish and Wildlife Conservation Commission and
recommendations from the US Fish and Wildlife Service in issuing development
orders on property containing listed species. It is recognized that these agency
recommendations, on a case by case basis, may change the requirements
contained within these wildlife protection policies and any such change shall be
deemed consistent with the Growth Management Plan." The project is consistent
in that the applicant is proposing to operate under the Terms and Conditions of
the Biological Opinion! Incidental Take for the Bald Eagle on-site, as issued by
the U.S. Fish and Wildlife Service.
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The project is consistent with Policy 7.1.2(2)(a)3 for the Bald Eagle since the
Biological Opinion! Incidental Take authorizes the development of the habitat
surrounding the nest tree.
VI. MAJOR ISSUES:
Listed Suecies:
The petitioner is proposing to amend the PUD as it relates to the Bald Eagle
Management Plan (BEMP) only, which the Board of County Commissioners
voted and approved was appropriate at their meeting on September 21, 2004.
The following are excerpts from the consultant's report from the original PUD
rezone.
"An active bald eagle nest is located on the site on the west side of Vanderbilt
Drive, shown on the attached site plan / preserve map. The parent birds fledged
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Page 5 of9
one hatchling in 1998-99 and two young during the 1999-00 season. The young
were successfully reared and both left the nest in April of 2000. The nest is
located in a dead and rapidly deteriorating Slash Pine tree on the western portion
of the property. The tree is located between a small sawgrass marsh area and the
bay forest / mangrove swamp. The birds have an open view to the water over the
tops of the mangroves to the west. All of the established trees between the nest
tree and Vanderbilt Drive have died, most likely due to a fire that occurred on the
property several years ago so the birds also have a relatively unobstructed view of
pedestrian and vehicular traffic along Vanderbilt Drive. Specific observations
were made during the past two nesting seasons [98-99 and 99-00J to note flight
patterns and feeding behavior around the nest. These observations showed that
flights into and out of the nest were consistently to the south and southwest from
the nest tree regardless of the time of day or weather conditions. Several other
dead pines around the nest served as perches for the parents during the nesting
season."
Since then, the eagles have continued to successfully rear several chicks. FWS
reports in its Biological Opinion of February 27, 2004 that"... the nest has been
documented to produce 13 fledglings, including two per year out of the last four
nesting seasons." During the 2001-2002 season, the eagles reconstructed the nest
in the same tree due to Tropical Storm Gabrielle blowing the nest out of the tree.
The parent eagles have returned to the nest again for the 2004-2005 season and
appear to be brooding an egg(s).
The petitioner has received a U.S. Army Corps of Engineer's (USACE) permit
that contains a Biological Opinion and Incidental Take Statement by the U.S. Fish
and Wildlife Service in accordance with Section 7 of the Federal Endangered
Species Act. The applicant proposes to amend the BEMP in accordance with the
Incidental Take Statement.
The Florida Fish and Wildlife Conservation Commission coordinated with the
FWS on the Incidental Take Statement and approved of the following statement
being added to the Corps permit: "The permittee shall comply with the
Reasonable and Prudent Measures along with the Mandatory Terms and
Conditions issued by the U.S. Fish and Wildlife Service for bald eagle nest CO-19
in their Biological Opinion dated February 27, 2004. In addition, the permittee
will follow minimization measures I - 5 described in the 'Description of the
proposed action' of the Biological Opinion. The permittee shall secure the
proposed off-site bald eagle territory prior to initiation of any activity that will
cause nest abandonment." (From an email from Daniel Sullivan, FWC to Steve
Godley Dated March 25, 2004.)
The original BEMP is stricken in its entirety. The original BEMP contains
information about the history of this eagles' nest, fledgling success and flight
/6 I A9
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Page 60f9
patterns of the birds. There is a section describing Biology and Habitat
Requirements of the Bald Eagle and the history of why the birds were added to
the Endangered Species list. Finally, the approved BEMP describes how
development will proceed and how the eagle will be protected, including an
education plan.
The amended BEMP is composed of sections of the Incidental Take Statement
from FWS to USACE written in two letters dated February 27, 2004 and July 14th
2004.
Section A. Project Description of the amended BEMP mentions a 35-slip marina.
Inclusion of the marina in the BEMP description does not constitute any review
or approval of a marina for this PUD.
The amended BEMP includes the two Reasonable and Prudent Measures for
reducing the likelihood of take and the five Terms and Conditions for
construction of the project listed in the Incidental Take Statement. The
construction would be phased to begin with development in the secondary zone in
the non-nesting season and would be allowed to continue during the next and
subsequent nesting seasons. Construction for the high-rises in the primary zone
would likely begin in consecutive non-nesting seasons, but be allowed to continue
during nesting seasons. Development closest to the eagle nest tree include a 20-
story high rise 50 feet from the tree and a lake 40 feet from the tree. In the
Biological Opinion, the FWS acknowledged that "Construction would eventually
occur within 30 feet of the nest tree." FWS further describes the effect of the
take: "The proposed action will result in the loss of productivity from one bald
eagle nest out of the 24 nests known to occur in Collier County. The total number
of nests in south Florida that have lost productivity due to permitted actions from
January I, 2000, to date will increase to 11." One of the FWS requirements to
minimize the take will be that "... the applicant must make reasonable effort to
prolong the integrity of the bald eagle nest tree, the nest, and the surrounding
habitat."
Also included in the BEMP is a voluntary proposal by the applicant to install an
artificial nest tree on a property to the north of Cocohatchee Bay. It is proposed
to be approximately 5000 feet from the existing nest tree and would be farther
than 1,000 feet from the Cocohatchee condominium construction area. The
construction and location of the tree must be according to Land Development
Code requirements and will require a Special Treatment permit since there is a
Special Treatment overlay on this land.
The Bald Eagle Management Phasing Diagram (Sheet 1 of 1) is conceptual and
building sites and infrastructure may be required to be modified during Site
Development Plan review.
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There are a large number of gopher tortoises in the primary zone of the eagle nest
tree. The FWC issued a gopher tortoise Incidental Take permit that did not
include the tortoises in the primary zone. A new state permit and County
relocation! management plan will be required for these tortoises at the time of Site
Development Plan (SOP) and must be updated for all tortoises on site. According
to the Land Development Code, gopher tortoises must be retained on-site if there
is adequate habitat for them to live in. In order for the applicant to relocate the
tortoises to the preserves in the golf course on the east side of Vanderbilt Drive,
they must provide density of existing tortoises in each preserve to insure there
will not be more than five tortoises per one acre of preserve during construction
while the preserves will be fenced. The golf course Site Development Plan is in
for an amendment, so these gopher tortoises will be addressed with this SOP and
the SOP for Phases II-IV of the development. The review of these SOPs will be
in accordance with the Growth Management Plan and Land Development Code
regulations for gopher tortoise protection.
VII. RECOMMENDA TIONS:
Staff recommends approval of PUDA-2004-AR-6786, "Cocohatchee Bay PUD"
with the following stipulations:
Environmental:
1. Revise Section E of the BEMP to read as follows:
"Should the current eagle pair or a second eagle pair build a new nest within
the PUD boundary, any revisions to the abo','e deseribed terms and
conditions required by the agencies listed above shall not require an
amendment to this Bald Eagle Management Plan shall be required.
EAC Meeting
Page 8 of9
PREPARED BY:
LAURA A. ROYS
ENVIRONMENTAL SPECIALIST
MICHAEL BOSI, AICP
PRINCIPAL PLANNER
/0:r A 9
DATE
DATE
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Page 9 of9
REVIEWED BY:
BARBARAS.BURGESON
PRINCIPAL ENVIRONMENTAL SPECIALIST
DATE
WILLIAM D. LORENZ, Jr., P.E.
ENVIRONMENTAL SERVICES DEPARTMENT DIRECTOR
DATE
SUSAN MURRAY, AICP DATE
DEPARTMENT OF ZONING AND LAND DEVELOPMENT REVIEW
APPROVED BY:
JOSEPH K. SCHMITT
COMMUNITY DEVELOPMENT
ADMINISTRATOR
&
DATE
ENVIRONMENTAL SERVICES
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1. Meeting called to order
2. Roll Call
3. Approval of Minutes - January 11,2005
4. Landscape Maintenance Report
5. Landscape Architect's Report - Mike McGee
A. Committee Approval of work order
6. Transportation Operations Report - Val Prince, Robert Petersen
A. Current budget
B. Next year's budget
7. Committee Members' Reports
8. Old Business
A. Sign information - Bob Petersen
9. New Business
10. Public Comments
11. Adjournment
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SUMMARY OF RECOMMENDATIONS & MOTIONS
3, Approval of the minutes of the December 14th meeting: Pat Spenser moved to approve
the minutes as submitted; seconded by Ginger Martin and carried unanimously.
4, LANDSCAPE ARCHITECT'S REPORT
C, Mr. McGee suggested adding some colored plants at the signs. There was a
brief discussion, Pat Spenser made a motion to authorize the expenditure of up
to $1000 for all three signs to be planted next week; seconded by Ginger Martin
and carried unanimously,
D, Mike McGee provided plans for the curbing and lighting on Sunshine Boulevard.
As the members favored changing the roadway from four lanes to two, a
representative from the Sheriff's office will be invited to the next meeting. It was
noted that four median openings will be closed. Casings for electricity will be
installed prior to the curb installation. The only openings will be at street
intersections. Bob Petersen will have Maintenance and Road Planning review the
plans. Copies will also be provided to the Sheriff's Office and the local fire
station. Pat Spenser moved to approve the plans, including the closure of the
four medians, as long as they are within safety guidelines; seconded by Ginger
Martin and carried unanimously,
/102 J4/D
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1. Meeting called to order at 4:00 p.m, at the Golden Gate Community Center.
2. Roll Call - Present: Pat Spenser, Ginger Martin, Cheryle Newman and Barbara Segura
(4:30), members; Robert Petersen, Lisa Deleon, and Val Prince, landscape Operations;
Robert Kindelan, Commercial land Maintenance; Mike McGee, McGee & Associates;
Jacqueline Silano, recording secretary,
3. Approval of the minutes of the December 14th meeting: Pat Spenser moved to approve
the minutes as submitted; seconded by Ginger Martin and carried unanimously.
4. LANDSCAPE MAINTENANCE REPORT
A. Robert Kindelan advised that there were a couple of pump problems which should
be resolved tomorrow; the missing four trees will hopefully be replaced by yellow
Tababuas; mulching will be completed by next week.
B. Two of the benches have been sanded and cleaned.
5. LANDSCAPE ARCHITECT'S REPORT
A. Mike McGee noted that there are a few dry spots that should be watched.
B. Some of the replanting is taking place on 951 B.
C. Mr. McGee suggested adding some colored plants at the signs. There was a
brief discussion. Pat Spenser made a motion to authorize the expenditure of up
to $1000 for all three signs to be planted next week; seconded by Ginger Martin
and carried unanimously,
D. Mike McGee provided plans for the curbing and lighting on Sunshine Boulevard.
As the members favored changing the roadway from four lanes to two, a
representative from the Sheriff's office will be invited to the next meeting. It was
noted that four median openings will be closed. Casings for electricity will be
installed prior to the curb installation, The only openings will be at street
intersections. Bob Petersen will have Maintenance and Road Planning review the
plans. Copies will also be provided to the Sheriff's Office and the local fire
station. Pat Spenser moved to approve the plans, including the closure of the
four medians, as long as they are within safety guidelines; seconded by Ginger
Martin and carried unanimously.
6. TRANSPORA TION LANDSCAPE OPERATIONS REPORT
A. Copies of the current budget statements were provided. Liz Deleon provided a
detailed overview,
/0rlt/D
7. NEW BUSINESS
A. A complaint was received about the roadway being wet causing spots on an
individual's car. Bob Petersen has replied to his e-mail and asked all members to
contact him if we see the spinklers running when they shouldn't.
B, Pat Spenser will request that the Golden Gate Gazette add our monthly meetings
to their monthly calendar.
8. OLD BUSINESS
A. Bob Petersen will provide information on the signs next month.
B, Val Prince brought the group up to date regarding the funding and progress of the
installation of sidewalks within Golden Gate. The sidewalks should be completed
by the end of 2006. He commended Pat Spenser for her efforts which brought
about a newly developed detailed map, Chairman Cheryle Newman expressed
her displeasure in the length of time it will take to have these sidewalks installed.
C. It was noted that the pedestrian bridge for the new high school has been moved
from Tropicana Boulevard to Collier Boulevard.
D. Val also updated the committee on the timing of the pedestrian bridges for the
North and South side of Golden Gate Parkway, crossing the main canal.
Chairman Newman also expressed her displeasure on this completion date.
E. It was noted that a representative from the CAT bus system has not come to a
meeting to discuss proposed shelters, as requested.
As there was no further business to discuss, the meeting was adjourned at 5:10 p,m, The next
scheduled meeting will be held on February 8th @ 4:00 p.m. at the Golden Gate Community
Center,
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II.
III.
IV.
V.
VII.
VIII.
IX.
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/0 J. I/- II
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J / .. CONSERVATION COLLIER
.-/ J ANO ACQUISITION ADVISORY COMMITTEE
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--.....~~'''~''''''> February 14, 2005
9:00 A.M.
Commission Boardroom
W. Harmon Turner Building (Building "F"), Third Floor
Roll Call
Approval of Agenda
Approval of January 10, 2005 Minutes
Old Business:
A. Real Estate Services Update on Status of First Cycle A-list Properties & NGGE U53
B. Malt property - Staff appraisal process update
C. Property naming - Staff update
D. Winchester Lakes mining operation - Staff report
New Business:
A. Welcome to new Committee member Tony Pires
B. Transportation Dept. presentation regarding plan for Fleischmann (North) property
C. Presentation of approved Active Acquisition List (AAL)
D. Mcintosh property - Review for addition to AAL per BCC direction
E. Outstanding Advisory Committee Member Program
F. Recommendation for new Advisory Committee members
G. Coordinator General Report
H. VI. Subcommittee meeting reports
A. Budget - Ellin Goetz, Chair
B. Outreach - Bill Poteet, Chair
C. Lands Evaluation and Management - Marco Espinar, Chair
D. Ordinance Policy and Procedures - Will Kriz, Chair
E. 2006 Referendum - Mimi Wolok, Chair
Committee Member Comments
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Public General Comments
Staff Comments
Adjournment
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******************************************************************************************************
Committee Members: Please notify the Environmental Services Department Administrative Assistant no later than
5:00 p.m. on February 11. 2005 if yOU cannot attend this meetina.
/6.7A-lf
CONSERVATION COLLIER LAND ACQUISITION ADVISORY COMMITTEE
Board Meeting Room E, 3rd Floor, Administration Building 3301 Tamiami Trail
East, Naples, FL 34112
9 o'clock, January 10,2005
LET IT BE REMEMBERED, that the Conservation collier Land Acquisition Advisory
Committee in and for the County of Collier, having conducted business herein, met on
this date at 9:00 AM in REGULAR SESSION in the Board Meeting Room E third floor,
Administration Building, of the Government Complex, 3301 East Tamiami Trail,
Naples, Florida, with the following members present:
Michael Delate
Ellin Goetz
Wayne Jenkins
Will Kriz
Bill Poteet
Kathy Prosser-Chairperson
Mimi Wolok
Collier County Staff: Alexandra Sulecki, Program Coordinator:
Cindy Erb, Senior Proper Acquisition Specialist:
Michael Pettit, Chief Assistant County Attorney
1
/b::t AIr
The Conservation Collier Land Acquisition Advisory Committee meeting was called to
order by the Chairperson, Kathy Prosser, Monday January 10th, 2005 at 9:02am.
I. Roll Call
Roll call was taken by Ms. Prosser. All were present at this time except for Marco
Espinar.
II. Approval of Agenda
Mr. Jenkins moved to approve the agenda with a second by Mr. Poteet.
Ms. Sulecki: I have an addition of E. - Update on Abercia and School Board
Properties under Old Business
Motion carries 7-0
III. Approval of December 13, 2004 Minutes
Ms. Prosser: Well done to whoever did the last minutes it was captured quite nicely.
Mr. Jenkins moved to approve the minutes with a second by Mr. Poteet.
Motion carries 7-0
IV. Old Business:
A. Real Estate Services Update on Status of First Cycle A-list Properties
& NGGE U53
Cindy Erb reports:
· Currently in Unit 53 we have acquired 9 parcels, totaling 13.58 acres. The last
meeting the committee had approved and recommended for the Board to accept
the agreement for sale of two additional parcels, Blake and Kraft. The contracts
are scheduled for tomorrow's BCC meeting, If contracts are approved by the
BCC the closings will occur on January 28th. The total acreage will then be
16.31. Another application has been recei ved and the process of appraising has
begun. This parcel is 5.5 acres (location pointed out on the map).
Ms. Sulecki: For the Talon Land Group property - On January 6th the Planning
Commission heard their request to change the designation from neutral to sending.
The Planning Commission voted to recommend approval. It will go before the Board
of County Commissioners on January 25th. There is an amendment to the TDR
program being considered that will provide incentive for donation, so we will need to
work with the owner through that process along with Public Utilities and
2
/b I It II
Transportation; due to the fact that there is potential need for a four lane road and
wells on this property.
B. Malt property
Richard Y ovanovich, Attorney representing the owner of the Malt property:
A couple of months ago I came to see if there was an opportunity to negotiate the
purchase price of the property. It was suggested that if the appraisals change, there might
be an opportunity to increase the purchase price. There had been a 7 million dollar offer
in hand. I asked one of the appraisers if he had seen the offer, would that have affected
the amount of the appraisal. He said it could have. After that, both of us got busy and
the call to provide the County with this additional information was never made. There
was a point not agreed on in the appraisal, which involved the value of the upper floors
on the proposed condominium building for the site. One of the appraisers discounted the
property 10 percent while the other discounted the property 15 percent. Mr. Poteet
probably knows that the higher up you go in floors the higher the price of the property,
due to better views. So we do not believe it was appropriate to discount the property. If
the appraisers will just get rid of the discount, I believe we are at the price the owner will
accept. We are asking for another 30 days to provide information and see if there is a
change in the value of the appraisals.
Mr. Carrigton: I do believe it is totally appropriate to do what is suggested. If the
appraisers want to change the value of the property, then a new offer can be submitted.
Mr.Kriz moved to approve another 30 days with a second by Mr. Poteet.
Motion carries 7-0
c. Voting Conflicts: Procedure review and reading into record
Ms. Sulecki: (Passed out member's conflict statements to be read for the record)
Conflicts stated for the Record:
. Ms. Prosser: This is about the Collier Development Corporation. The
Conservancy entered into a settlement agreement with Collier Development
Corporation regarding these properties.
. Ellin Goetz: The Watkins-Jones parcel which is nominated for this cycle for
acquisition is partially owned by my husband Michael Watkins.
. Read by Kathy Prosser from Marco Espinar's conflict form: I helped obtain
an environmental resources permit for the Manis parcel. I am currently working
on obtaining a Gopher tortoise relocation permit for said parcel.
. Procedures for conflict reporting were passed out to Committee members with
clarifications made by Michael Pettit. Florida law requires you to vote unless you
have a conflict or appear to have a conflict.
D. Discussion regarding estimated value of Collier Development Corp
parcels
3
/b:L AI;
Ms. Sulecki: Values for these parcels was originally estimated at $144,000. This value
was questioned, then I gave you a value of $1,700,000 and then revised that to
$1,121,000.
Mr. Carrington: The $144,000 value was a typo. The parcel of 5.5 acres doesn't have
any legal access to it, which could affect the value. We received a copy of a memo today
from Pat Utter to program staff advising of a potentially higher value.
Ms. Prosser: I am curious to see what the density of this land could be.
Mr. Utter, Collier Development: I will caution you that I am not an appraiser. The
numbers that are suggested will have to be adjusted for access, permit ability as well as a
number of other items. The density is generally taken from the zoning map. If you
multiply 3 (reference to document) times the acreage you would reach the approximate
density. If some of the land is wetland then the acreage would be less. An
environmentalist could be sent out to determine how much is wetland.
Ms. Wolok: I would like to disclose that Nicole Ryan did approach me on this subject.
Mr. Jenkins: One of the big points is if there is access to the property.
Mr. Carrington: As far as it can be determined that parcel does not have any legal
access. Access would have to be determined.
Mr. Utter: It has potential access.
E. Update on Abercia and School Board Properties
Ms. Sulecki: I wrote a letter to all parties involved attempting to set up a voice
conference last week to try and come to some agreement on the donation of preserve
acreage, removal of ponds and road ROW from lands offered and potential for shared
parking. I could not get it together, however, I did meet with Mr. Abercia and the School
Board representative individually. At the end of the week I got an email from the School
Board stating that they had met with Mr, Abercia and that they had decided to build a
school on that site. They are still interested in donating the preserve portions after the
School has been built.
v. New Business:
A. Discussion on naming acquired preserves
Ms. Sulecki: Conservation Collier has acquired four properties or projects that are now
being called by the seller's name, historic name, proposed development name or Unit
number. Signs are going to be needed so the staff would like to have them named.
Collier County has a policy that pertains to naming County facilities after people, which
4
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is attached to the Executive Summary for this item. The staff is suggesting the committee
develop place-based names. What procedure would you like to put together to name the
parcels?
Mr. Jenkins: Perhaps have public input, we spoke before of getting schools involved
with naming
Ms.Sulecki: We have talked about that before. It would not be something that I could
manage; but Lisa Koehler was interested in it.
Ms. Wolok: This is a great public relations opportunity. I look for names such as the
Otter mound, because it sounds fascinating. I would like to have it open to the public to
make nominations; allow for a 30-60 day period and have it go up for a vote.
Mr. Poteet: I think we complicate this. First of all I don't like to see individuals' names
used, unless the person is deceased. If they are living it is an emotional decision. A
name relative to the area would be better.
Ms. Goetz: I think these recommended names are very apt and correct. The names can
be keys to what makes an area special. If there is a way to get public participation then
that would be great.
Mr. Poteet: I do have one exception to my no-individual's name philosophy and that is if
the person donates the property.
Ms. Prosser: There is someone that just passed away who worked with land acquisition.
Someone who is known by many accounts as the man who convinced the State of Florida
to start buying up lands for preservation, Mr. Joel Kuperberg.
Mr. Kriz: If we succeed in acquiring the Malt property, it could be named after him.
Mr. Jenkins: How about a press release and have the suggestions go to an email?
Mr. Poteet moved to postpone making a decision for 30 days on these four parcels
allowing for the public input after a press release, with a second by Ms. Wolok.
Motion carries 7-0
B. Discussion regarding development of an ad-hoc committee to consider
referendum language
Ms. Sulecki: This would be temporary sub-committee to make recommendations for
language on the referendum of 2006.
5
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Mr. Pettit: The sub-committee can work with the staff about the language and afterward,
go to the full committee.
Ms. Prosser: A few years ago as I recall there was a committee that was put together to
create the language, but the County Attorneys came in and put the brakes on that and
insisted that they do it. Perhaps the Attorneys should make the starting draft.
Mr. Poteet: I believe it should be done the other way around, come up with something
and then have the legal language set up,
Ms. Prosser: Last time a lot of time was spent on the draft that had to be scrapped due to
legal reasons. So it is a matter of who should start it.
Mr. Pettit: I could have the Attorney in our office and perhaps someone from election
come in and provide some guidance.
Ms. Prosser: This Committee can then review and approve the document and make a
recommendation to the County Commissioners.
Ms. Goetz: It would be good to review what other Counties have done already.
Mr. Poteet moved to create Sub-committee with a second by Ms. Goetz.
Ms. Wolok would like to be Chair of the Sub-Committee.
Motion carries 7-0
Mr. Poteet, Ms. Goetz, and Ms. Prosser would also like to be part of the Sub-
committee to be called the 2006 Referendum Sub-committee. The date of the meetings
will be determined.
C. Presentation regarding Site Visit to Caribbean GardenslFleishrnann
properties
Ms. Sulecki: Giving a Power Point Presentation
· There are approximately 152 Yz acres, with a discrepancy of 16 acres. There are 6
zoning designations. (Reference to Charts) Review of each parcel with reference
to pictures.
· Parcel 2- Is very heavily infested with exotics, and has spoil piles. There are
several Gopher tortoise burrows, approximately 8 that have been flagged,
indicating an environmental survey has been done. Staff requested a copy of any
such survey from the owner's attorney,
· Parcels 7 and 3- Has native plants, sparse understory, with really heavy Brazilian
pepper. There is also paving.
6
)b:LAII
. Parcel 4- Is heavily vegetated. The area likely holds water in the rainy season.
There are trails and paths going into it.
. Parcels 5, 6 and 8- There is a lake with that was likely dug to provide fill for the
original Golden Gate Parkway, built in the 1970's. It is not part of any water
management plan, has no drainage structures leading to it and no public
easements over it Many homeless camps were observed with significant trash.
Parcel 8 is lightly vegetated with homeless dwellings.
. Parcel 9- There used to be a home in this area. The people that used to live there
used to run dump trucks. Along the way to the old home there are dump truck
loads of asphalt. Highly infested with exotics.
. Parcels 11 and 12- These are scrub-like with numerous Gopher tortoises. It has
been used as a dump site
. Parcel 13- It was difficult to get onto because it was so thick with exotics.
. Between March and June of 2002 the area around the Gordon River was cleared
of exotics by a County project. There was access for the equipment from a
residential property, but it is understood due to what happened that will not be
available again.
. The lowest bid for this work for 2.3 acres was $70,000. Staff received a verbal
estimate for similar work on nearby lands for $4,000 per acre, so the cost for
removal of exotics will likely be substantial and somewhere between $4,000 and
$35, 000 per acre.
. Approximately 80% is infested with exotics.
. Conceptual drawings for use of the properties shown as presented in the
Caribbean Gardens Blue Ribbon Committee.
. Are you interested in only certain portions of this land, if so then which pieces?
Ms. Sulecki: Parks and Recreations will help with the grant applications. The lake
shown in parcels 5 & 6 is not part of any surface water management system and could be
filled in and developed by whoever buys them.
Ms. Goetz: Those parcels could be brought to the attention of Parks and Recreations to
see if they are interested.
Mr. Pettit: The 40 million dollars will be backed by increase to millage. If the
Fleishmann's decided tomorrow to sell only the Zoo, then that is what will be purchased.
Ms. Prosser: The Blue Ribbon Committee is set up to identify both potential uses for the
entire land as well as pots of money that could be brought to the table to supplement or
reimburse the 40 million dollar pool of money. My understanding is that The
Fleishmann's do have their appraisal but the value is not being released at this time.
Ms. Sulecki: At this time the County appraisal has not been ordered, but Real Estate
Services staff are getting ready to do this shortly.
Ms. Erb: When we get the appraisal it can cover conservation areas, the zoo and any
other split-out parcel.
7
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Ms. Sulecki: Once the Trust for Public Land acquires the parcels then the land can be
separated.
Ms. Goetz: The parcels can be prioritized but we are interested in all of the land.
Looking at the parcels linking parcel number 2 and 13 and those along the water would
be of higher priority.
Ms. Prosser: Please place copies of the presentation on the website. The Blue Ribbon
Committee had gone before the County Commissioners to determine if the Committee
should continue. Until a dollar value is given for the Fleischmann property the
Committee can only get things in place.
D. Outstanding Advisory Committee Member Program
Ms. Sulecki: Hands out copies of Michael Delate's nomination. I gave the
information out so you know what format to use when making a nomination.
E. Recommendation for new Advisory Committee member
Ms. Sulecki: There is one spot open now that was set to expire in February. I have given
you the summary and applications for our eight applications for this spot. I will pass out
Mr. Stillman's application, which was inadvertently left out of your packets. The
Committee will make a recommendation today. Kathy Prosser and Bill Poteet's terms
will be ending in February 2005. A call for application will go out and we hope that you
will reapply.
Ms Goetz: The position that is being replaced is Linda who is an attorney with a lot of
land use experience,
Board reviewed Mr. Stillman's application.
Ms. Wolok: If they are all in real estate of one sort or another then if there are any
conflicts they will be addressed before they are confirmed as I was?
Ms. Sulecki: The reason conflicts had to be addressed with you was due to the fact that
once you were coming on board you had to immediately vote on specific properties. We
do not have properties yet for the 3rd cycle and will not be able to tell if there are conflicts
until we have properties to review.
Mr. Kriz moved to recommend Anthony Pires with a second by Ms. Wolok.
Ms. Wolok: I have known Tony for about 5 years. I hold him in very high regard. He is
an honest and principled man, I think it would be an asset to this Committee to have a
Board Certified City County and Local government Law Attorney.
8
)b2 A /1
Motion carries 7-0
Ms. Prosser: Thank you, to all other candidates and to remember that there will be two
other positions opening,
F. Coordinator Report - GrantslPartnership opportunities/Assorted
program contacts
Ms. Sulecki: Winchester Head and possibly North Golden Gate Estates Unit 53- I have
been in touch with Big Cypress Basin they said they would have about $70,000 to assist
with administrative help. So I will send in a request for that after board approval, after
the 25th. I will meet with Transportation and Storm water as to how they can partner to
have it assist them. I have two groups interested to bid in taking on the multi parcel
project with the $70,000.
Mr. Poteet: I received a letter about a mining project that is going through planning next
to Winchester Head. What is that about?
Ms. Sulecki: I will check on that.
Also on Winchester Head and Golden Gate Estates Multi Parcel Projects I wrote up a
request to include these in the Counties emergency mitigation plan and they were
accepted. It will help up us with grant funding.
The Visnich property exotic removal is done. It was about $3,000 an acre to do the
project. I wanted to work with the property owner along this portion of the property
(reference to overhead) to make sure he was aware of what removals would occur. He
expressed interest in buying it. With your approval I will check if that is possible. We
would get money back and he would have a buffer. We will next be looking for the best
place for a trail, and spread the mulch. We will also be putting up the signs.
Mr. Poteet: Instead of buying the property maybe he could contribute money for trees.
Ms. Sulecki: Conservation Collier will not need a sign permit for the sign on the
property.
Mr. Delate: Could a sign be placed out by Immokalee Rd.?
Ms. Sulecki: I can check into that. Some temporary signs have been made. They read
"Conservation Lands".
Off of Unit 53 there has been a rash of oil dumpings. I spoke with the Civic Associations
along with the Sheriff's department, Pollution Control, Code Enforcement and our
customer relations department. We are in the process of developing a public service
announcement about dumping, to try to raise awareness to prevent it and to catch those
doing it.
I have given a list out that will go to the Commissioners; this includes the "A" list. It will
go to the board on the 25th.
9
Ib-:L
A Ii
Mr. Kriz: Volunteered to be at the meeting.
VI. Subcommittee meeting reports
A. Budget - Ellin Goetz, Chair
No Report
B. Outreach - Bill Poteet, Chair
Meeting will occur directly after this meeting
C. Lands Evaluation and Management - Will Kriz, Chair
No meeting
D. Ordinance Policy and Procedures - Will Kriz, Chair
No report
VII. Committee Member Comments
Mr. Kriz: I would like to call attention to the news article about Mr. Kuperberg who
passed away last month. I regarded him very highly and worked with him myself.
Ms. Prosser: The annual Everglades Coalition meeting will be held at the Naples Beach
Club on Thursday, Friday, and Saturday, The Secretary of DEP will be speaking along
with Senator Bill Nelson,
VIII. Public General Comments
None
IX. Staff Comments
None
X. Adjournment
There being no further business for the good of the County of Collier, by a
vote of 7-0 the meeting is adjourned at 11:52AM.
Conservation Collier Land Acquisition Advisory Committee
Chairman Kathy Prosser
10
I ~ -;:: 14-/2-
IMMOKALEE BEAUTIFICATION
M.S.T.U. ADVISORY COMMITTEE
Aeenda
Februarv 16.2005
I. CALL MEETING TO ORDER
n. ATTENDANCE:
m. APPROVAL OF AGENDA
IV. APPROVAL OF MINUTES: January 19,2005
V. TRANSPORTA TION SERVICES REPORT:
A. Budget - Bob Petersen/Liz DeLeon
VI. TRANSPORTA nON MAINTENANCE REPORT:
A. Report - Robert KindelanlCLM
vn. LANDSCAPE ARCHITECTS REPORT:
A. Sidewalk Project Report - Mike McGee
VIII. OLD BUSINESS:
A. Code Enforcement Issues - Cristina Perez
B. Member Attendance and possible Meeting date change
IX. NEW BUSINESS
A. Review of State and/or County plans - Bob PetersenIBob Tipton
B. Master Plan Committee Report - Bernado Barnhart
X. PUBLIC COMMENT
XI. ADJOURNMENT
PLEASE NOTE
The next meeting is scheduled for Wednesday, March 16, 2005
4:00 PM,
At the Immokalee Community Park
321 First Street South,
Immokalee, FL
1
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IMMOKALEE BEAUTIFICATION
M.S.T.U. ADVISORY COMMITTEE
Summary of Minutes" Motions
.;r anuarY 19. 2005
III. Approval of Agenda: Added "Sidewalks" under Old Business.
Sharon Tims moved to approve the Agenda as amended, Second by
Bernardo Barnhart. Carrie unanimously 3-0.
IV. Approval of Minutes: December 15, 2004
Sharon Tims moved to approve the minutes of December 15, 2004.
Second by Rita Avalos. Carried unanimously 3-0.
VIII. Old Business
B. Sidewalks - Val Prince
A her much discussion and to expedite the project, Rita moved to
approve $226,732,39 of the engineers estimate plus a 10%
contingency. Second by Sharon Tims. Carried unanimously 3-0.
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IMMOKALEE BEAUTIFICATION
M.S.T.U. ADVISORY COMMITTEE
I.
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IV.
V.
Minutes
Janua" 19. 2005
The meeting was called to order by Chairman Sharon Tims at 4:18 PM.
ATTENDANCE:
Members: Sharon Tims, Rita Avalos, Bernardo Barnhart, Cherryl Thomas-
(Excused) Dorcas Howard - (Excused)
County: Bob Petersen-Project Mgr-Landscape Operations, Val Prince-
Project Mgr., Liz DeLeon-MSTU Coordinator
Others: Mike McGee-McGee & Assoc., Robert Kindelan-CLM, Sue Chapin-
Manpower Services
APPROVAL OF AGENDA - Add under "Old Business" (B) Sidewalks
Sharon Tims moved to approve the Agenda as amended. Second by
Bernardo Barnhart. Carried unanimously 3-0.
APPROVAL OF MINUTES: December 15, 2004
Sharon Tims moved to approve the minutes of December 15, 2004.
Second by Rita Avalos. Carried unanimously 3-0.
TRANSPORTA TION SERVICES REPORT:
A. Budget - Bob Petersen
Liz DeLeon - distributed the Budget Sheets and covered the various line
items and explained the invoices that have been paid. (Attached)
Accident reports have been called in and each have Insurance.
VI.
TRANSPORTA nON MAINTENANCE REPORT:
A. Report - Robert Kindelan/CLM
. Normal maintenance
. Mulching finished
. Trash and Garbage on Main Street from construction (Committee
needs to call Code Enforcement)
. Will credit any insurance collected for accidents
1. Banners and Poles - changed today
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LANDSCAPE ARCHITECTS REPORT:
A. Report - Mike McGee
. Planters need fixing and plants replaced
1
/foI. All-
. Crown of Thoms have not been planted to date.
. Foot traffic damage in medians being taken care of
vrn. OLD BUSINESS:
A. Code Enforcement Issues - Cristina Perez
Unable to attend due to meeting in Naples,
Report is as follows:
. Taking Citation Training
. Taking care of parking at RCMA
. Sign by Casino - concerned on ROW
B. Sidewalks - Val Prince
LAP and Notice to Proceed has been received. After meeting with
Purchasing, he is concerned about today's costs of the concrete and steel
prices fluctuating. Bid opening - March 15th. Val was concerned the
20% contingency, with Mike McGee's estimate, may not be enough for
the project. Increase in cost is due to concrete prices.
After much discussion, and to expedite the project, Rita Avalos moved to
approve $226,732.39 of the engineers estimate plus a 10%
contingency, Second by Sharon Tims. Carried unanimously 3-0.
IX. NEW BUSINESS
A. Review of State and/or County plans - Bob Petersen/Bob Tipton
Plans have not been received from the State.
B. Master Plan Committee Report - Bernado Barnhart
Bernardo attended the meeting in which they discussed the other
Committees in the area and trying to get attendance and input for future
Master Plan Meetings.
Bernardo will do a report each month and email to Sue Chapin so the
Committee will have copies for each meeting.
Bernardo is also a member of the Chamber of Commerce. He submitted
a letter from H.B. "Benny" Starling, Jr. stating they would like to sell
advertisement spaces on each of the medians on Main Street and South 1st
Street. They will then donate $1,000 to the MSTU at the end of each year.
Bob Petersen stated they need to take get their project approved by Code
Enforcement and/or the Board of County Commissioners. Bob will give
Bernardo the name of the person in Development Services in charge of
Signs.
** Attendance was discussed. There are conflicts with some members.
Dorcas has meetings in Naples on the same day. Cherryl Thomas has had
numerous absences. It has been difficult getting a quorum for many of the
meetings. Options were discussed of which one is having Sharon draft a
letter to Cherryl Thomas concerning absences and their problems of
getting quorums. Changing the day and time of the meeting was
discussed.
2
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x. PUBLIC COMMENT - None
Being no further business to come before the Committee, the meeting was
adjourned at 5:00 PM.
PLEASE NOTE
The next meeting is scheduled for Wednesday, February 16, 2005
4:00 PM,
At the Immokalee Community Park
321 First Street South,
Immokalee, FL
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MEMORANDUM
TO: Kathleen Martinson, Administrative Aide to BCC
~\(\r~/
FROM: Sam Tucker, Executive Aide to BCC '\ \
\//
DATE: February 7,2005
RE: Community Character/Smart Growth Advisory Committee Agenda and Minutes
I am submitting the following Agenda and Minutes of the Community
Character/Smart Growth Advisory Committee to be filed by your office.
1. Agenda and Minutes of October 6, 2004.
2. Agenda and Minutes of October 25, 2004.
3. Informal Minutes of November 10, 2004.
This will conclude the 2004 year for the Community Character/Smart Growth
Advisory Committee.
Thank You,
L~: :\~~ Co r n:;'s:
Sam Tucker
Executive Aide to BCC
O.-,~". 3J!JaS
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'{~'2 To:
/62 J4./3
COMMUNITY CHARACTER/SMART GROWTH
ADVISORY COMMITTEE
AGENDA
MEETING DATE:
October 6, 2004
MEETING TIME:
1 :00 pm - Special Workshop Session
LOCATION:
Collier County Government Complex
County Manager's Conference Room
3301 E. Tamiami Trail
Naples, FL 34112
I. Roll call
II. Approval of Minutes:
a. August 25, 2004
IV. Land Development Mixed-Use Amendment discussion
III. Other Business:
a. Resignation of Kathy Garren
b. Review of applicants:
i. Joe Gammons
ii. Christopher Shucart
c. Next meeting schedule
VI. Adjournment
/1oI. ;4/3
Community Character/Smart Growth Advisory Committee
Minutes of October 6 I 2004
I. Meeting called to order at 1 :52 p.m. by Chairman, Mark Morton.
Members present: Celia Fellows, Russ Weyer, Joe Boggs, Mark Morton, Brent Moore, Brad
Cornell, Bob Murray.
Members absent: Michael Boyd, Dwight Richardson, Pat Pochopin.
Staff: Sam Tucker, Jay Sweat, Commissioner Tom Henning.
Guests: Laura Spurgeon - Senior Planner, Johnson Engineering; Christopher Shucart-
Developer, JCS Development; Bob Herrmann - Architect, Robert Herrmann Architect.
II. Approval of Minutes:
a. August 25,2004 - motion by Joe Boggs, seconded by Brent Moore, approved
unanimously.
III. Review of Applicants
a. Joe Gammons, OFDC (Owner); Christopher Shucart, JCS Development
(Owner/Deve1oper); motion to approve both applicants to forward to BCC for approval
by Bob Murray, seconded by Russ Weyer, approved unanimously.
b. Resignation of Kathy Garren.
IV. Discussion ofLDC Mixed-Use Amendments:
- Laura Spurgeon of Johnson Engineering Requested that the design guidelines be left as
"principled" as possible, as reflected in the City of Naples Design Review Handbook. Laura
worked for the city of Naples as a planner for approximately 5 years before joining the
private sector. During that time, she participated in the development ofthe D downtown
development district design guidelines,
- Bob Hermann: Kegan in Orlando, Galleria Plaza, and Vanderbilt Galleria which has
retail/office/residential (24 foot width).
- Buckley
. Worked on one up in Orlando Mixed Use with residential (some were stacked and
some were adjacent)
- LDC requirements are reaction to the big box retailers; gut reactions.
Ita I. A/3
- Problem with a designer is that they tie the hands of the architects.
- Creating environments of multiple buildings (the idea of human habitats).
- Massive punched openings in order to heat and cool in Mediterranean.
_ 14-16 foot walls (rectangle of building that almost becomes a square look, 40% glass is
too much).
_ Changes and variances to challenges ala Andres Duany from the state in Orlando (20
feet driveways vs. 40 feet driveways).
- PUD has an appeals committee that as two members of an AlA (Appeal).
- Need to create a vehicle by which a mixed use projects is
- Make sure large monument sign is allowed at the entrance.
- Parking requirements are essential to evaluate: need to drop/reduce parking
requirements.
- Have to meet the parking requirements for the overall building/user (depending on the
use of the building, parking requirements should be flexible - also, adjacent uses have to
be considered, i.e. if the adjacent use is residential, you don't want parking to spillover
onto adjacent uses).
- Ron Nino is the planner working on this project.
- Somehow, density and height need to be able to grow (with changing adjacent uses?)
- Center of the site might have higher buildings and then reduce as going out (pyramid
effect).
- Depending on distances from the edge of the property line, the heights should be
variable with a cap.
- Commissioner Henning's suggestion is that there should be some tie between height
and open space.
- Orlando project got reductions in the state.
- Colors are important to think about: variation can be good.
- Check out loop roads within the Golden Gate Master Plan.
- Economics has to be driven by office and residential.
- Traffic: what are the impact fees.
- Impact fee credits for transportation: commercial.
V. Adjournment
/foI A /3
COMMUNITY CHARACTER/SMART GROWTH
ADVISORY COMMITTEE
AGENDA
MEETING DATE:
October 25, 2004
MEETING TIME:
2:00 p.m.
LOCATION:
Collier County Government Complex
County Manager's Conference Room
3301 E. Tamiami Trail
Naples, FL 34112
I. Roll Call
II. Welcome new member Michael Boyd
III. Approval of Minutes:
a. October 6, 2004.
IV. Reminder of Sunshine Law workshop provided by the
Collier County Attorney's Office.
V. Advisory Committees Outstanding Members Service and
Achievement Award Program - Nomination
VI. Smart Growth Committee Mixed Use Development/Project
handout, by Brent Moore
VII. Other Business:
a. Next meeting date
b. Attendance
VIII. Adjournment
/bI A /3
Community Character/Smart Growth Advisory Committee
Minutes of October 25, 2004
I. Meeting called to order at 3:16 p.m. by Chairman, Mark Morton.
Members present: Michael Boyd, Joe Boggs, Bob Murray, Brent Moore, Mark Morton, Russ
Weyer, Brad Cornell,
Members absent: Dwight Richardson, Celia Fellows, Pat Pochopin.
Staff: Sam Tucker
Guest: Christopher Shucart, JCS Development.
II. Welcome new member, Michael Boyd; also a member of the Contractor's Licensing Board
and would like to see changes in the architectural standards in the industrial areas..
III. Approval of minutes of October 6,2004; motion by Bob Murray, seconded by Brad Cornell,
approved unanimously.
IV. Sunshine Law: reminder to members there are workshops on November 24th and December
10th in the BCC chambers and you are encouraged to attend if you haven't already done so.
The workshop is also available on videotape and also runs on the Collier County Government
television channel.
V. Outstanding Advisory Committee Member Awards Program: this program was designed by
staff to recognize advisory board members by nomination of their peers. Each month, every
committee has an option to nominate a member of their committee to forward to the Human
Resources Awards Committee. The HR Awards Committee will then choose a recipient of
the award based on merit. The recipient will receive recognition by the BCC at their first
meeting of every month; all monthly winners will be placed into the pool for Volunteer of the
Year, to be awarded the following January of said year.
VI. Smart Growth Committee Mixed Use Development/Project handout, Brent Moore
VII. Other Business:
a. Next meeting scheduled for November 10th, 3:30 pm. The group will be meeting at the
Sugden Theater plaza for a walking tour of the Fifth Avenue Shopping District. The
object is to view the actual zoning, uses, architecture and true concept of Smart Growth
and Community Character,
VIII. Meeting adjourned 4:34 pm.
1102 A/3
Community Character/Smart Growth Advisory Committee
Minutes of Walk-About Tour of Fifth Avenue South
Wednesday, November 10t\ 2004
I. Group met at 3:30 pm in the Sugden Theater Plaza on Fifth Avenue South for an unofficial
field trip.
Members present: Russ Weyer, Dwight Richardson, Bob Murray, Brent Moore, Michael
Boyd, Christopher Shucart, Mark Morton, Celia Fellows, Joe Gammons.
Members absent: Pat Pochopin, Joe Boggs, Brad Cornell.
Staff: Sam Tucker
Guests: Tom High and Jason Wagner, Landon Companies
II. Tom High briefed the group on the Pine Air Lakes PUD: Costco is fighting for a traffic
signal at their main entrance on Naples Blvd., however if they are given that light, it will be
difficult, ifnot impossible, to get any other signal installed on Naples Blvd. due to proximity.
What Landon Co. is proposing is a light at the entrance to Hollywood 20, which would allow
traffic access to the service road, which will parallel Naples Blvd. This will also give more
proximity to another possible location for a traffic signal on the north-south portion of Naples
Blvd., if necessary.
On same subject, Bob Murray mentioned again the possibility of meeting with the Dodge
owners to discuss access onto their property for a vehicular road onto Airport Road.
III. Purpose oftoday's walk-about is to first-handed1y see the concept of smart growth and
community character:
a. Menefee Mini Park - serves as a walkway from alley to Fifth A venue, funnel shaped: 20
foot width at street side down to 3 foot width at alley. Includes landscaping and benches.
b. Merrihue Mini Park - also serves as a walkway from alley to Fifth Avenue, 45 feet in
width with an 8 foot brick meandering walking path. Includes landscaping and benches.
c. Road is 24 feet of travel lanes plus two 8 foot lanes of parking.
d. From road to landscaping is 30" with 9 1/2 feet of landscaping with 6 feet of sidewalk to
building; total 18 feet from road to building,
e. Setbacks are 20 and 30 feet; reasons unknown why there is a difference.
f. From side road to landscaping is 12" with 5 feet of landscaping and 9 foot sidewalk; total
15 feet from road to building.
IV. Group dispersed at 5:00 pm.
Fiala ~J /
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Henning
Coyle ~/
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Co er Coun"ty
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/ bI- e (
Public Services Division
Memo
DATE:
January 28,2005
TO: Sue Filson, Executive Manager to the BCC
FROM: Kathy McLarty-Carpenter, Executive Secretary ~
SUBJECT: Minutes for the Caribbean Gardens Blue Ribbon
Committee
Sue, attached are the Minutes for the December 9, 2004 meeting of the Caribbean
Gardens Blue Ribbon Committee.
/kmc
Attachments
'0.,'8 3/dlcD--
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) bI B /
TRANSCRIPT OF THE MEETING OF THE CARIBBEAN
GARDENS BLUE RIBBON COMMITTEE
Naples, Florida, December 9, 2004
LET IT BE REMEMBERED, that the Collier County Caribbean
Gardens Blue Ribbon Committee in and for the County of Collier,
having conducted business herein, met on this date at 10:30 AM in
REGULAR SESSION in Building "F" of the Government
Complex, East Naples, Florida, with the following members
present:
Committee Members:
Kathy Prosser
John Sorey
John Ribes
Penny Taylor
Clarence Tears
Dexter Bruce
ALSO PRESENT:
David Tetzlaff, Caribbean Gardens
Charles Carrington, Collier County Realistate Manager
Marla Ramsey, Collier County interim Public Services
Administrator
/t:,z 8/
I. Call to Order: by Kathy Prosser
Roll was called.
II. New Business:
1. Approval of Minutes
Penny Taylor moved to approve the minutes. Second by John Sorey. Carried unanimously.
2. Update on Land Acquisition
Mr. Carrington- He spoke with John Garrison ofTPLwho has been referred to John Passidomo. A
price has not been established as of yet. Bob McClamaman will be assisting John with the
negotiations, he is out of Miami. A coordination meeting will occur on the 16th at 9:00AM. They
will have a boundary survey along with an environmental survey and a developmental plan they had
put together.
Ms. Taylor- Mr. Passidomo authorized Ms Taylor to let others know that no one will be sitting
down at the table with the Fleishmann family except The Trust for Public Lands representative, the
agent for the County in this transaction. The Fleishmann family is willing to work with the County
and give the County the necessary time to secure the additional funding if it is required.
Ms. Prosser- Would love to see that in writing.
Mr. Sorey- The thought process is that the value ofthe property will be market price.
Ms. Taylor- Mr. Passidomo communicated this during a conversation with me, in which it was
obvious to me that there was miscommunication between the Fleishmann family and The Trust for
Public Lands about the process. I assured Mr. Passidomo that the Blue Ribbon Committee would
be working hard to find alternate funding sources. Mr. Passidomo and the representative for The
Trust for Public Lands subsequently worked through their misunderstandings. Mr. Passidomo then
called me back to assure me of the Fleishmann family's willingness to work only with the County
through their agent, the Trust for Public Lands, in this transaction until such time as the County
either buys the property or steps away from the table.
3. Report by Marla Ramsey Regarding Meetings with Representatives of:
i. Big Cypress
Mr. Tears- A lot depends on what will be done with the property. The Basin Board is
giving strong support.
Ms. Taylor- Once the appraisals have been delivered and accepted it will be incumbent
on the County to move forward. What time frame commitments can be made by Big
Cypress?
2
/b2 .8 /
Mr. Tears- October 2005 will start the new budget. Once the
number is given, more can be determined. The Board will not
need a full plan but a conceptual plan would be good.
ii. Conservation Collier
Ms. Ramsey- Ms. Ramsey has met with staff. It is known that at
one time Conservation Collier was interested in the purchase of
this land, but only a portion, and it could not be divided up. They
would be willing to look at it for conservation. A 10 million dollar
contribution from Conservation Collier would be good, as the site
sits today.
Ms. Prosser- Do they know what portions would be appropriate
for conservation and would it be the same land that Big Cypress
Basin would be interested in?
Ms. Ramsey- Some of them are; a developer would have a
problem since some is set as ST Lands. (Reference to map)
Ms. Prosser- Land Acquisition has been approved at 75 million
dollars. 35 million dollars have already been committed.
Mr. Sorey- In the future more care must be taken when drafting
the documents. It is suggested to let is go back to the voters and let
it be reviewed, and get outside counsel when drafting.
Ms. Prosser- It was the County Attorney's staff who insisted on
the language that was put on the referendum. It was their language
and only their language that had to be lived with even though they
understood what had to be accomplished. It is that exact language
that the County Commissioners are identifying as the problem. A
lot of the County Attorney staffwere not involved in this; it was
one particular person that was determined.
Ms. Ramsey- When the documents are drafted it needs to be
known if asking for reimbursement or acquisition dollars. The
only other element that is still out there is the private donations and
the private developer.
4. Report to the Board of County Commissioners Regarding Blue Ribbon
Committee Activities
3
/62 6/
Ms. Prosser- The Board of County Commissioners will be meeting next
Tuesday. On their agenda will be a status report from Ms. Prosser, asking
them to allow the Committee to continue.
Ms. Ramsey- It is a status report to inform them on how the parcel will be
developed, as well as the funding sources.
Ms. Prosser- The letter to ask the Board to allow the Committee to continue
was sent out a few weeks ago. If there are any thoughts and ideas about the
presentation and what the role will be in the future?
Mr. Sorey- The Committee can continue to be the interface with the public
and the staff.
Ms. Taylor- The reality of what has transpired, and that the Committee can
help expedite the funding and process.
Mr. Ribes- The project needs a clearing house and the Committee serves as
that. The Committee has done an excellent job at the mission. At this point
the mission needs to shift to planning which will come after the money is in
place.
III. Old Business:
Ms. Ramsey- Expanding the Committee is not on the agenda since the Board has
requested a status so that they can determine its future. It should be addressed
after the Board has made a determination. Emails went out to those interested in
joining the Committee.
Audience Comments:
David Morgan- With the referendum drafted as it was, should this committee
bring forward a wish list to the Board regarding the Zoo, so that it can be properly
funded? 40 million dollars are for the Zoo and necessary surrounding lands.
Mr. Sorey- In the presentation given by Ms. Prosser to the Board have it put on
the record that it is the expectation to have the surrounding lands in their entirety.
Ms. Ramsey- (Read document language) Some ofthe lands could be sold off to
raise funds.
David Morgan- Agrees with the Committee. Originally it was estimated that the
cost would be 40 millions dollars, while rumors are now saying close to 60
million. The money needs to be provided ahead so that it is ready to purchase all
of the land.
4
/~~2 S /
. ,
David Tetzlaff- People are interested in a recreational area, and making the Zoo
larger. A plan is being developed with growth. Whatever rent is assessed it needs
to be affordable. $238.000 was paid to the Fleishmanns in rent. The Zoo should
be fully non-profit by April.
Ms. Prosser- Please make a presentation as to the future plan of the Zoo.
IV. Meeting Schedule:
January the 13th of 2005 at 10:00AM is the tentative next meeting date.
v. Adjourn:
There being no further business for the good of the County, the meeting was
adjourned by order of the Chair at 11:12 PM.
Collier County Caribbean Gardens
Blue Ribbon Committee
5
!bI B2
Special District Services, Inc.
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Jim Mudd
County Manager
Administration Building (F)
3301 East Tamiami Trail
Naples, Fla. 34112
Dear Mr. Mudd:
January 27,2005
RECEIVED COUNTy ~0FFfCE
/,~/~r :>-"
JAN j 1 l005
ACTION
FIlE
The Board of Supervisors of the Ave Maria Stewardship Community District have
suggested that I provide you with an update of activities pertaining to the District during
the past calendar year. Accordingly, please note the following:
1. The initial Landowners meeting was help on July 29, 2004 and the following
Board Members were elected:
Mr. Herbert Cambridge
Ms. Kathleen Passidomo
Mr. Thomas Peek
Ms. Liesa Priddy
Mr, Brian Goguen
Term ends November 30,2006
Term ends November 30, 2006
Term ends November 30,2008
Term ends November 30, 2008
Term ends November 30, 2008
2. The Organizational meeting of the Board was held on October 5, 2004 and the
following officers were elected
Mr. Thomas Peek
Ms. Liesa Priddy
Mr. Peter L. Pimentel
Mr. Herbert Cambridge
Ms. Kathleen Passidomo
Mr. Brian Goguen
Mr. Craig Wrathell
Chairman
Vice Chairman
Secretary/Treasurer
Assistant Secretary
Assistant Secretary
Assistant Secretary
Assistant Secretary
3. The Law Firm of Young, van Assenderp, P.A. was appointed District General
Counsel
Special District Services, Inc. was appointed District Manager ,," . ~ <)
Oihe.
Rizzetta & Company, Inc. was appointed District Financial Advisor .
JbLL;I6-L
4.
5.
h~\~SG. Gorres:
it~
Harbour Point Plaza C", . .. -ilf,
11000 Prosperity Farms Road. Suite 104' Palm Beach Gardens,FL 33410
Phone 561.630.4922 · Fax 561,630.4923 · Toll Free 877J37.4922
/ b J. B2
January 27,2005
Page 2
6. Mr. Tom Sansbury of Barron Collier Companies was appointed Registered Agent
for the District and the office of Barron Collier Companies, 600 Golden Gate
Parkway, Naples, Florida 34105 was designated the Registered Office of the
District.
7. A Regular Meeting schedule was established for 9:00 a.m. every first Tuesday of
the month at the University Extension Building, Collier County Fairgrounds,
14700 Immokalee Road, Naples, Florida 34120.
The above constitutes the major activities of the District during 2004. All other Board
actions have been administrative in nature. By regular mail, I am sending you a hard
copy of this letter and copies of the minutes of the meetings that have been held so far.
If you have any questions, or require additional information, please do not hesitate to
contact this office.
Very truly yours,
it ~cld-
Peter L. Pimentel
District Manager
Cc. Board Members
Tom Sansbury
enclosures
Ib2. 132
MI:--:UTES OF THE SPEC1AL ORGAl\IZA TIONAL BOARD MEETING OF THE
A VE MARIA STEWARDSHIP COMMUl\ITY DISTRICT
OCTOBER 5, 2004
A. CALL TO ORDER
Mr. Craig Wrathell of Special District Services, lnc. called the Special Organizational Meeting
of the Ave Maria Stewardship Community Development District to order at 9:06 a,m, in the
University Extension Building, Collier County Fairgrounds, 14700 Immokalee Road, Naples,
Florida 34120,
B. PROOF OF PUBLICATION
Mr. Wrathell stated the legal notice for the Special Organizational Meeting that was published in
the Naples Daily Ne'vvs on September 27,2004.
c. SEAT NEW BOARD MEMBERS
Mr. Wrathell indicated that Thomas Peek, Brian Goguen, Kathleen Passidomo, Liesa Priddy, and
Herbert Cambridge will take their seats as Board Members.
D. ADMINISTER OATHS OF OFFICE
Mr. Wrathell, a Notary Public for the State of Florida, administered the Oath of Office to each
Board \1ember stating that they are now public officials in the state of Florida. He stated that the
A ve Maria Stewardship Community District is a special purpose form of local government and
as public officials, all Supervisors must comply \\'ith the Sunshine and Public Records Laws.
Under the Sunshine Law, Supervisors should not communicate with each other outside of duly
noticed public Board meetings on matters on which the Board may take action. Under the Public
Records law, any document held in a Supervisor's possession is a public record and they should
be careful about what records they intermingle with personal or computer files and
recommended keeping all public records in a separate filing cabinet for public inspection.
Mr. Wrathell provided Supervisors with the Form 1 Financial Disclosure statement that must be
filed with the Supervisor of Elections office within 30 days of this date unless they already serve
on other District Boards, the Form 1 X Financial Statement to be filed for any change to personal
financial position or address, and the Final Form I Financial Disclosure Statement that must be
filed within 60 days of the date of stepping down from the Board.
E. ESTABLISH QUORUM
Mr. Wrathell announced that the attendance of Board Members Thomas Peek, Brian Goguen,
Kathleen Passidomo, Liesa Priddy, and Herbert Cambridge constitutes a quorum and that it was
in order to proceed with the meeting.
Others attending were Ken van Assenderp of Young, van Assenderp, P .A.; Bill Rizzetta of
Rizzetta & Company; Tom Sansbury of Barron Collier Companies, and Peter L. Pimentel and
Craig Wrathell of Special District Services, Inc.
Page 1 of 8
/ I:, J. (3 z..
MINUTES OF THE SPECIAL ORGANIZATIO'JAL BOARD MEETI'JG Of THE
A VE MARIA STEW ARDSHIP COMMUNJTY DISTRICT
OCTOBER 5, 2004
F. ELECTION OF OFFICERS
Mr. Wrathell stated it was in order to elect the slate of officers of the District.
Ms. Kathleen Passidomo nominated the follov,;ing slate of Officers: Tom Peek for Chair; Liesa
Priddy for Vice Chair; Peter L. Pimentel as Secretary and Treasurer; and Kathleen Passidomo,
Brian Goguen, Herbert Cambridge, and Craig Wrathell as Assistant Secretaries. Mr. Peak
seconded the nomination.
There were no other nominations.
A motion was made by Ms. Passidomo, seconded by Mr. Peek, and passed unanimously to elect
the slate of officers, as presented.
G. REVIEW OF BOARD MEMBERS DUTIES AND RESPONSIBILITIES
Mr. Wrathell stated he had previously outlined these responsibilities. Mr. Ken van Assenderp
spoke on the definition and purpose of the District.
H. ADDITIONS OR DELETIONS TO AGENDA
There were no additions or deletions to the agenda.
I. COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA
Mr. Wrathell opened the meeting for public comment. There being no comment from the public,
Mr. Wrathell closed the public comment section.
J. OLD BUSINESS
Mr. Wrathell stated this is the District's first public meeting so there is no old business.
K. NEW BUSINESS
1. Consider Appointment of General Counsel
Mr. Wrathell referred to a proposal from Young, van Assenderp, P.A. to serve as District
General Counsel. Attorney van Assenderp gave a brief overview of the duties of the General
Counsel and his firm's Agreement.
A motion was made by Ms. Passidomo, seconded by Mr. Peek, and passed unanimously to
engage the law finn of Young, van Assenderp, P.A., as General Counsel to the District as
outlined in the proposal contained in the agenda package previously distributed to the Board.
Page 2 of 8
/fo~ 62.
MINUTES OF THE SPECIAL ORGAt\IZATIONAL BOARD MEETING OF THE
A VE MARIA STEW ARDSHIP COMMUNITY DISTRICT
OCTOBER 5, 2004
2. Consider Appointment of District Manager
Mr. Wrathell stated it was in order to consider engagement of a District Manager. He referred to
the proposal from his firm, Special District Services, Inc., contained in the Board notebooks to
serve as District Manager and reviewed the services provided and the fees charged. The Board
discussed the Management Fee of $48,000. Mr. Pimentel clarified that the District will operate
under a $24,000 annual fee until the Board designates that it will move forward to issue bonds;
once the District moves from a dormant to an active state, the management fee will increase to
$48,000 annually,
A motion was made by Ms. Passidomo, seconded by Ms. Priddy, and passed unanimously to
engage Special District Services, Inc. as District Manager as presented.
3. Consider Appointment of Financial Advisor
Mr. Wrathell stated that it was in order to consider engagement of a Financial Advisor to assist
the District in future bond issues and referred to the proposal from Bill Rizzetta of Rizzetta &
Company, lnc. to serve in that capacity, Mr. Rizzetta outlined the duties of the Financial
Advisor and his firm's experience in this area. The Board noted there was no 30-day termination
provision included in the Agreement and Mr. Rizzetta agreed to provide an amended Agreement
that would include this provision.
A motion was made by Ms. Passidomo, seconded by Mr. Goguen, and passed unanimously to
approve the Rizzetta & Company Agreement as District Financial Advisor after the addition of a
30-day tennination clause and final review and approval of the amended Agreement by the
District's General Counsel and Chair.
4. Consider Designation of Registered Agent
Mr. Wrathell stated Florida law requires the designation of a Registered Agent for the District
who will be the recipient of all official communications to the District. Mr. Tom Sansbury stated
he would serve as Registered Agent if the Board so desires,
A motion was made by Ms, Passidomo, seconded by Ms. Priddy, and passed unanimously to
designate Tom Sansbury of Barron Collier Companies to serve as Registered Agent for the
District, whose office is located at 600 Golden Gate Parkway, Naples, Florida 34105.
5. Consider Designation of Registered Office
Mr. Wrathell stated Florida law requires the designation of a Registered Office. The consensus
of the Board was that an on-site office may be constructed and until it is completed, the Office of
Records will be the offices of the BarTon Collier Companies located at 600 Golden Gate
Parkway, Naples, Florida 34105.
Page 3 of 8
/bI 82-
MINUTES OF THE SPECIAL ORGA~IZATIONAL BOARD MEETI~G OF THE
A VE MARIA STEWARDSHIP COMMC]\;ITY DISTRICT
OCTOBER 5, 2004
A motion was made by Ms. Priddy, seconded by Mr. Cambridge, and passed unanimously to
designate the offices of Barron Collier at 2600 Golden Gate Parkway, Naples, Florida 34105 as
the Registered Office until an on-site District office is constructed,
6. Consider Regular Meeting Schedule and Location for Fiscal Year 2004-2005
Mr. Wrathell state law requires the establishment of a Regular Meeting Schedule for each Fiscal
Year that runs from October 1 through September 30. For Fiscal Year 2004/2005, he suggested
meetings on the first Tuesday of each month at 9:00 a.m. as follows: November 9 and December
7, 2004; January 4, February 1, March l, April 5, May 3, June 7, July 5, August 2, and
September 6, 2005.
A motion was made by Ms, Passidomo, seconded by Mr. Peek, and passed unanimously to
delete the November 9, 2004 meeting and accept the remainder of the Meeting Schedule as
presented for 9:00 a.m, every first Tuesday at the at the University Extension Building, Collier
County Fairgrounds, 14700 Immokalee Road, Naples, Florida 34120.
7. Consider Proposed Fiscal Year 2004-2005 Annual Budget
Mr. Wrathell presented for consideration a proposed Annual Budget for Fiscal Year 2004/2005
(October l, 2004 through September 30, 2005) in the amount of $88,250. He recommended
adopting the proposed budget and scheduling a Public Hearing for December 7, 2004 at 9:00
a.m. to receive public comments prior to final adoption.
A motion was made by Ms. Passidomo, seconded by Mr. Peek, and passed unanimously to adopt
the Annual Budget as presented for Fiscal Year 2004/2005 in the amount of $88,250 and to
schedule a Public Hearing on December 7, 2004 at 9:00 a.m. at the University Extension
Building, Collier County Fairgrounds, 14700 Immokalee Road, Naples, Florida 34120.
8. Consider Resolution 2004-1 - Approving Fiscal Year 2004-2005 Annual Budget
Mr. Wrathell presented and reviewed proposed Resolution No. 2004-01 entitled:
RESOLUTION NO. 2004-01
A RESOLUTION OF THE AVE MARIA STEWARDSHIP COMMUl'IlTY
DEVELOPMENT DISTRICT ADOPTING A PROPOSED FISCAL YEAR
2004/2005 ADMINISTRATIVE BUDGET AND SETTING A PUBLIC
HEARING
A motion was made by Ms. Passidomo, seconded by Mr. Peek, and passed unanimously to adopt
Resolution No. 2004-01 adopting a Fiscal Year 2004/2005 Administrative Budget and setting a
Public Hearing for December 7,2004 at 9:00 a.m. at this location.
Page 4 of 8
/(.,2 Bz
MINUTES OF THE SPECIAL ORGANIZATIONAL BOARD MEETING OF THE
A VE MARIA STEWARDSHIP Cm.1MCNlTY DISTRICT
OCTOBER 5, 2004
9. Consider Funding Agreement
Attorney van Assenderp suggested this agreement should be called the "Landowner Funding
Agreement" and Mr. Wrathell concurred. Attorney van Assenderp presented a fonn of
Landowner's Funding Agreement and stated that all references to "Developer" will be replaced
with "Landowner."
A motion was made by Ms. Priddy, seconded by Mr. Peek, and passed unanimously to approve
the fOlm of Landowner's Funding Agreement, as amended by General Counsel.
10. Consider Authorization to Establish District Checking Account
Mr. Wrathell requested authorization to establish a District checking account. He recommended
that District checks require two signatures and that Mr. Brian Goguen, Mr. Peter Pimentel and
Mr. Robert D. Norris (Vice President of Special District Services, Inc.) be authorized to sign
District checks.
A motion was made by Ms. Priddy, seconded by Mr. Cambridge, and passed unanimously to
require two signatures on District checks and designate Messrs. Goguen, Pimentel, and Norris as
authorized signers of District checks.
II. Consider Resolution No. 2004-02 - Designating a Qualified Public Depository
Mr. Wrathell presented and reviewed proposed Resolution No. 2004-02 entitled:
RESOLUTION NO. 2004-02
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AVE
MARIA STEWARDSHIP COMMUNITY DEVELOPMENT DISTRICT,
COLLIER COUNTY, FLORIDA, DESIGNATING A QUALIFIED PUBLIC
DEPOSITORY; AND PROVIDING AN EFFECTIVE DATE, PURSUANT
TO CHAPTER 280, FLORIDA STATUTES
Mr. Wrathell stated he understood the Board wished to use a local bank as depository. Mr.
Sansbury recommended the Florida Community Bank of lmmokalee as the Qualified Public
Depository.
A motion was made by Ms, Passidomo, seconded by Mr. Peek, and passed unanimously approve
Resolution No, 2004-02 with the designation of Florida Community Bank of Immokalee as the
Qualified Public Depository [or the District.
12. Consider Resolution No. 2004-03 - Adopting Alternative Investment Guidelines
Mr. Wrathell presented and reviewed proposed Resolution No. 2004-03 entitled:
Page 5 of 8
/bL (!;z.
MINUTES OF THE SPECIAL ORGA'\IIZA TIO'\iAL BOARD i\.1EETING OF THE
A VE MARIA STEW ARDSHI P COMMUNITY DISTRICT
OCTOBER 5, 2004
RESOLUTION NO. 2004-03
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AVE
MARIA STEWARDSHIP COMMUNITY DEVELOPMENT DISTRICT,
ADOPTI~G THE ALTERNATIVE INVEST:\lENT GUIDELI~ES FOR
INVESTING PUBLIC FUNDS IN EXCESS OF AMOUNTS NEEDED TO
MEET CURRE~T OPERi\ TING EXPENSES, IN ACCORDAl\"CE \VITH
SECTION 218.415(17), FLORIDA STATUTES
A motion was made by Ms. Passidomo, seconded by Mr. Peek, and passed unanimously to adopt
Resolution No. 2004-03 - Adopting Alternative Investment Guidelines.
13. Consider Resolution No. 2004-04 - Intent to Utilize Chapter 197, F.S. for the Levy,
Collection and Enforcement of Non-Ad Valorem Assessments
Mr. Wrathell presented and reviewed proposed Resolution No. 2004-04 entitled:
RESOLUTION NO. 2004-04
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AVE
MARIA STEWARDSHIP COMMUNITY DEVELOPMENT DISTRICT,
EXPRESSING THE INTENT OF THE DISTRICT TO L:SE THE
UNIFORM METHOD OF LEVY, COLLECTION AND ENFORCEMENT
OF NON-AD VALOREM ASSESSMENTS AS AUTHORIZED AND
PERMITTED BY SECTION 197.3632, FLORIDA STATUTES;
EXPRESSING THE NEED FOR THE LEVY OF NON-AD VALOREM
ASSESSMENTS AND SETTING FORTH THE LEGAL DESCRIPTION
OF THE REAL PROPERTY WITHIN THE DISTRICT'S
JURISDICTIONAL BOUNDARIES THAT MAYOR SHALL BE
SUBJECT TO THE LEVY OF DISTRICT NON-AD VALOREM
ASSESSMENTS
A motion was made by Ms, Passidomo, seconded by Mr. Peek, and passed unanimously to adopt
Resolution No. 2004-04 Expressing the District's Intent to Use the Uniform Method of Levy,
Collection, and Enforcement of Non-Ad Valorem Assessments.
14. Consider Authorization to Obtain General Liability and Public Officers Insurance
Mr. Wrathell reviewed the District's benefits in obtaining General Liability and Public Officers
Insurance.
A motion was made by Ms. Priddy, seconded by Mr. Cambridge, and passed unanimously to
authorize the staff to obtain General Liability and Public Officers Insurance.
Page 6 of 8
Ibz Bz
MINUTES OF THE SPECIAL ORGANIZA TIO!\r'\L BOARD MEETING OF THE
AVE MARIA STEWARDSHIP COMMU'\IITY DISTRICT
OCTOBER 5, 2004
15. Consider Resolution No. 2004-05 - Indemnification
Mr. Wrathell presented and reviewed proposed Resolution No. 2004-05 entitled:
RESOLUTION NO. 2004-05
A RESOLUTION SETTING FORTH THE POLICY OF THE AVE MARIA
STEWARDSHIP COMMUNITY DEVELOPMENT DISTRICT BOARD OF
SUPERVISORS WITH REGARD TO THE SUPPORT AND LEGAL
DEFENSE OF THE BOARD OF SUPERVISORS
A motion was made by Ms. Passidomo, seconded by Mr. Peek, and passed unanimously to adopt
Resolution No. 2004-05 setting forth the District's policy regarding the Support and Legal
Defense of the Board of Supervisors.
16. Consider Florida Statewide Mutual Aid Agreement
Mr. Wrathell presented and reviewed the benefits of the Florida Statewide Mutual Aid
Agreement.
A motion was made by Ms. Priddy, seconded by Ms. Passidomo, and passed unanimously to
approve the Florida Statewide Mutual Aid Agreement.
17. Consider Resolution No. 2004-06 - Approving Florida Statewide Mutual Aid
Agreement
Mr. Wrathell read the title of the resolution into the record:
RESOLUTION NO. 2004-06
A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE AVE
MARIA STE\V ARDSHIP COMMUNITY DEVELOPMENT DISTRICT,
STATE OF FLORIDA, APPROVING THE FLORIDA STATEWIDE
MUTUAL AID AGREEMENT; PROVIDING FOR SEVERABILITY; AND
PROVIDING FOR AN EFFECTIVE DATE
A motion was made by Mr. Cambridge, seconded by Ms. Priddy, and passed unanimously to
adopt Resolution No. 2004-05 Approving the Florida Statewide Mutual Aid Agreement.
18. Status Report of Development Project
Mr. Sansbury provided a status report of the development project.
Page 7 of 8
I(,:L Bz
MINUTES OF THE SPECIAL ORGANIZATIONAL BOARD MEETING OF THE
AVE MARIA STEW ARDSHIP COMMU!\ITY DISTRICT
OCTOBER 5, 2004
L. ADMINISTRATIVE MATTERS
1. Consider Board Members Compensation
Mr. Wrathell stated that the District's enabling legislation proves for Board Members
compensation in the maximum amount of $200 per meeting, not to exceed $4,800 per year. The
consensus of the Board was to compensate Board Members $200 per meeting up to the amount
budgeted for the Fiscal Year and to review compensation when that amount is reached.
M. BOARD MEMBERS COMMENTS
Ms. Passidomo discussed the need to develop a District Website, The Board also discussed
developing a community outreach program and asked to place the District Website and
Conununity Outreach Program on the next meeting agenda. Mr. Ken van Assenderp stated these
two outreach efforts should carry a notice of disclosure, which he will explain at the December 7
meeting.
N. ADJOURN
There being nothing further, a motion to adjourn was made as follows,
A motion was made by Ms. Priddy, seconded by Ms. Passidomo, and passed unanimously to
adjourn at 11: 15 a.m.
,Z;---l'/ 'J ..' ji
iL ie/ /v~~'1 t l. C:-1,V~
Secretary/Assistant Secretary
~L;l1U
Chainnan/Vice Chair
Page 8 of 8
/62 Bz-
MINUTES OF THE REGULAR BOARD MEETING OF THE
AVE MARIA STEWARDSHIP COMMUNITY DISTRICT
DECEMBER 7, 2004
A. CALL TO ORDER
Chairman Thomas Leek called the Regular Board Meeting of the Ave Maria Stewardship
Community Development District to order at 9:25 a.m. in the University Extension Building,
Collier County Fairgrounds, 14700 Immokalee Road, Naples, Florida 34120.
B. PROOF OF PUBLICATION
Mr. Wrathell stated the legal notice for all Regular Board Meetings for fiscal year 2004/2005
was published in the Naples Daily NevI's on October 18, 2004.
C. EST ABLISH QUORUM
Mr. Pimentel announced that the attendance of Board Members Thomas Peek, Brian Goguen,
Kathleen Passidomo, Liesa Priddy, and Herbert Cambridge constitutes a quorum and that it was
in order to proceed with the meeting.
Others attending the meeting were District General Counsel Ken van Assenderp of Young, van
Assenderp, P.A.; Torn Sansbury and Kim Davidson of Barron Collier Companies; Robert H.
Lowe of the Lowe Realty Group; Dianna Smith of the Naples Daily News; and District Manager
Peter L. Pimentel of Special District Services, Inc.
D, ADDITIONS OR DELETIONS TO AGENDA
There were no additions or deletions to the agenda.
E. COMMENTS FROM THE PUBLIC FOR ITEMS NOT ON THE AGENDA
There were no comments from the public.
F. APPROVAL OF MINUTES
Chairman Peek asked if there were any additions or corrections to the minutes of the October 5,
2004 Special Organizational Meeting. Hearing none, Chairman Peek asked for a motion to
approve the minutes.
A motion was made by Ms. Priddy, seconded by Mr. Cambridge and passed unanimously to
approve the minutes of the October 5,2004 Special Organizational Meeting as presented.
G. OLD BUSINESS
There was no old business.
Page] of3
//r;:Z 8z
MINUTES OF THE REGULAR BOARD MEETING OF THE
AVE MARIA STEWARDSHIP COM\1UNITY DISTRICT
DECEMBER 7, 2004
H. NEW BUSINESS
1. Discuss Community Outreach Program
Mr. Sansbury reported that he received a call from Jim Mudd's office requesting participation on
a committee to review special districts. He stated that it is part of the County's outreach
program; however, he noted that he did not have any additional information regarding the
program. He requested that the Board appoint him to represent the District on the Committee
and that he would keep the Board appraised of the Committee's activities.
A motion was made by Mr. Cambridge, seconded by Mr. Goguen and passed unanimously to
appoint Mr. Sansbury to represent the District on the Outreach Committee.
2. Discuss Development of a District Website
Mr. Sansbury reported that his office is attempting to set up a website for the District and that a
suggested address is www.avemariadistrict.col11. A discussion followed regarding possible
alternate website names. Mr. Goguen stated that he felt that Ave Maria should be in the name
and the Board Members concurred.
A motion was made by Mr. Goguen, seconded by Ms. Passidomo and passed unanimously to
establish a District Website and to the extent possible, use Ave Maria in the name.
3. Discuss Notice of Disclosure
Attorney vanAssenderp presented and reviewed a memorandum pertammg to notices of
continuing disclosure of District activities, public financing and maintenance improvements to
real property. It was his recommendation that (1) staff prepare and present to the Board a draft
rule to address the concepts and continuing public financing disclosure requirements; and (2)
staff prepare for Board review, the format of the disclosed information to developers of
residential developments for the provision to prospective initial purchasers. A general discussion
followed regarding the disclosure requirements and the need to insure proper continuing
disclosure.
A motion was made by Ms. Passidomo, seconded by Ms. Priddy and passed unanimously to
direct staff to proceed per the recommendations contained in the December 2, 2004
memorandum prepared by the District Attorney.
Attorney van Assenderp further stated that it would be appropriate to notify the County as to the
status of the District at the end of the year. The consensus of the Board was to have staff
prepare said notification.
Page20f3
/b2 82-
MINUTES OF THE REGULAR BOARD MEETING OF THE
AVE MARIA STEWARDSHIP COMMUNITY DISTRICT
DECEMBER 7, 2004
4. Status Report on Development Project
Mr. Sansbury gave a brief update on the status of the development project, noting that the DRI
Application has been filed for the 5,000+ acres. He also reported on the status of the various
regulatory agency permits. Additionally, for infom1ational purposes, he reported on recent land
transfers from Barron Collier Partnership and Barron Collier lnvestment to the Ave Maria Joint
Venture which is Ave Maria Development. LLP.
I. ADMINISTRATIVE MATTERS
There were no administrative matters.
J. BOARD MEMBERS COMMENTS
Mr. Cambridge requested a workshop meeting to explain in detail the District and its proposed
programs. A discussion followed regarding a possible tour of the site in conjunction with the
suggested workshop. The consensus of the Board was to cancel the January, 2005 meeting and
schedule a workshop and tour of the site in conjunction with the February l, 2005 regular
meeting.
K. ADJOURN
Chairman Peek declared the meeting adjourned at 10: 1 0 a.m.
Chairman/Vice Chair
Secretary/Assistant Secretary
Page 3 of3
PJJ~ o/Y!/oIIi- Yl/ownt;; YI/~ Jl
3301 East Tamiami Trail. Naples, Fiorida 34112 - 4977
(239) 774-8097. Fax (239) 774-3602
Donna Fiala
District 1
Frank Halas
District 2
Tom Henning
District 3
Fred W, Coyle
District 4
Jim Coletta
District 5
March 8, 2005
Justice Assistance Grant (JAG) 2005
Bureau of Justice Assistance Control Desk
810 Seventh Street, NW
Washington, DC 20531
Re: Designated Official
For JAG 2005 application
Ladies and Gentlemen:
Pursuant to a U.S. Department of Justice, Bureau of Justice Assistance
(BJA) Edward Byrne Memorial Justice Assistance Grant (JAG) compliance
requirement, as the Chairman of the Collier County Board of
Commissioners, I approve and designate Don Hunter, Sheriff, Collier
County, Florida, as the signing official and contact person for
application for JAG 2005 funding.
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Fred W. Coyle
Chairman
Collier County Commission
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