Agenda 10/22/2019 Item #16A18 (ITB #19-7609 - ZEP Construction)10/22/2019
EXECUTIVE SUMMARY
Recommendation to approve an agreement pertaining to the award of Invitation to Bid No. 19-
7609, “Sunshine Blvd. Sidewalk and Pedestrian Bridge Project,” to ZEP construction, Inc., in the
amount of $499,987.50; and to acknowledge a time extension to a Local Agency Program
Agreement with the Florida Department of Transportation for construction of Sunshine Blvd.
Sidewalk and Pedestrian Bridge Project (FPN #435030-1-58-01, Project No. 33505); and to provide
for a 10% Owners Allowance of $50,000 for potential unforeseen conditions, authorize the
Chairman to execute the attached agreement, and authorize the necessary budget amendment.
______________________________________________________________________________
OBJECTIVE: To provide sidewalk improvements in Golden Gate on the west side of Sunshine
Boulevard from 100 feet south of 17th Avenue SW to Green Boulevard, including a pedestrian bridge
over Green Canal, and acknowledge a time extension to a Local Agency Program Agreement with the
Florida Department of Transportation (“FDOT”) for construction of the “Sunshine Blvd. Sidewalk and
Pedestrian Bridge Project” (FPN #435030-58-01, Project No. 33505), and to provide for a 10% Owners
Allowance of $50,000 for potential unforeseen conditions, and to authorize the necessary budget
amendment.
CONSIDERATION: On March 28, 2017 (Agenda Item 16A6), the Board approved a Local Agency
Program (“LAP”) Agreement with FDOT for the Sunshine Blvd. Sidewalk and Pedestrian Bridge Project
(hereafter, the “Project”). That LAP Agreement set aside funding to be reimbursable up to the amount of
$412,947 for construction of the Project. An existing prefabricated steel truss bridge from a previous
LAP project (LAP#415590-1, County Asset #30006701) on Vanderbilt Drive was removed due to a
roadway bridge replacement project (Bridge #30177) and this bridge (3-section truss) has been in storage
since 2015. The pedestrian bridge truss will be transported to the site and installed over Green Canal with
proposed sidewalks, which will provide better mobility throughout the Golden Gate area. This pedestrian
bridge will be recertified by the original manufacturer upon installation on Sunshine Blvd.
On June 5, 2019, the Procurement Services Department posted Invitation to Bid No. 19-7609 for
construction of the Sunshine Blvd Sidewalk and Pedestrian Bridge. The County sent 25,975 notices, and
interested contractors downloaded one hundred twenty (120) bid packages. The County received seven
(7) bid responses by the July 16, 2019 deadline, as summarized below.
Respondents:
Company Name City County ST Bid Amount Responsive/
Responsible
ZEP Construction, Inc. Fort
Myers
Lee FL $499,987.50 Yes/Yes
Thomas Marine Construction Fort
Myers
Lee FL $504,050.35 NO/Yes
Kelly Brothers, Inc. Fort
Myers
Lee FL $723,470.45 Yes/Yes
Quality Enterprises USA, Inc Naples Collier FL $779,690.85 Yes/Yes
Interstate Construction, LLC Miramar Broward FL $826,371.00 Yes/Yes
Douglas N. Higgins, Inc. Naples Collier FL $1,143,365.50 Yes/Yes
Compass Construction Cape
Coral
Lee FL No Bid --/--
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Staff reviewed the bids received and determined that Thomas Marine Construction, Inc. non-responsive
for not providing grant-required bid forms and that Compass Construction, Inc. posted a no-bid. Of the
remaining responsive and responsible bidders, staff determined that ZEP Construction, Inc’s bid of
$499,987.50 is the lowest, responsive and responsible bid.
The low bid is approximately 5% above the Engineer’s Opinion of Cost of $475,167.28. The Design
Engineer’s letter of recommendation is attached. During the bidding process, as part of Addendum #1,
the County decided to remove the $50,000 roadway allowance from the bid schedule and include it
instead in the project award budget. The County did not want contractor bidding on a roadway
allowance, as in historical projects contractors have assumed, they will be paid on that roadway allowance
if not used.
Staff therefore recommends that the contract be awarded to ZEP Construction, Inc., the lowest, responsive
and responsible bidder, for a total contract amount of $499,987.50.
The original LAP Agreement was set to expire on June 30, 2019. To allow for the completion of LAP
administrative closeout procedures after construction is complete, FDOT approved a 21-month extension
to the LAP agreement through March 31, 2021. Time Extension Request #1 is attached for the
acknowledgement of the Board.
FISCAL IMPACT: The amount of the award is $499,987.50, plus an Owner’s Allowance of $50,000 to
account for potential unforeseen conditions during construction for a total amount of $549,987.50. Non-
reimbursable bid line items include the prefabricated steel pedestrian bridge and coating existing
structural steel, which total $165,000. Funds in the amount of $412,842 are available in Transportation
Grant Fund 711, Project #33505. A budget amendment, in the amount of $280,000, will be required to
transfer funds from Transportation Capital Fund (310) reserves to Project #33505 for non -reimbursable
bid line items, Owner's Allowance and to journal entry design costs of $65,000 to the project. This project
is part of a FDOT LAP Agreement, FPN 435030-1-58-01. Funds are made available to FDOT through
the US Department of Transportation Federal Highway Administration.
GROWTH MANAGEMENT IMPACT: This project is consistent with the Transportation Element of
the Growth Management Plan. There is no growth management impact associated with the time
extension.
LEGAL CONSIDERATIONS: This item is approved as to form and legality, and requires majority
vote for Board approval.-SRT
RECOMMENDATION: To approve an Agreement with ZEP Construction, Inc., in the amount of
$499,987.50, and to provide for a 10% Owner’s Allowance of $50,000 for potential unforeseen
conditions, acknowledge a time extension through March 31, 2021 for the FDOT LAP Agreement (FPN
Number: 435030-1-58-01, Project No. 33505), approve the expenditure and to authorize a budget
amendment in the amount of $280,000 from Transportation Capital Fund (310) reserves to fund the award
and Owner’s Allowance, and authorize the Chairman to execute the attached agreement.
Prepared by: Chad Sweet, P.E., PMP, Senior Project Manager, Transportation Engineering Division,
Growth Management Department.
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ATTACHMENT(S)
1. 19-7609 - DELORA (PDF)
2. 19-7609 - NORA - Executed (PDF)
3. 435030-1 Time Extension #1 Approval Letter (PDF)
4. [Linked]Sunshine Blvd._Final Plans Sidewalk (PDF)
5. [Linked] Sunshine Blvd._Final Plans Pedestrian Bridge (PDF)
6. [Linked] Sunshine Blvd._Specifications (PDF)
7. 19-7609 ZEP_Insurance_10-2-19 (PDF)
8. [Linked] 19-7609 ZepConstruction_Contract_VendorSigned_with_Bonds (PDF)
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COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.18
Doc ID: 10179
Item Summary: Recommendation to approve an agreement pertaining to the award of Invitation
to Bid No. 19-7609, “Sunshine Blvd. Sidewalk and Pedestrian Bridge Project”, to ZEP construction, Inc.,
in the amount of $499,987.50; and to acknowledge a time extension to a Local Agency Program
Agreement with the Florida Department of Transportation for construction of Sunshine Blvd. Sidewalk
and Pedestrian Bridge Project (FPN #435030-1-58-01, Project No. 33505); and to provide for a 10%
Owners Allowance of $50,000 for potential unforeseen conditions, authorize the Chairman to execute the
attached construction services contract, and authorize the necessary budget amendment.
Meeting Date: 10/22/2019
Prepared by:
Title: Sr. Project Manager – Transportation Engineering
Name: Chad Sweet
09/16/2019 3:20 PM
Submitted by:
Title: Division Director - Transportation Eng – Transportation Engineering
Name: Jay Ahmad
09/16/2019 3:20 PM
Approved By:
Review:
Growth Management Department Christine Arnold Level 1 Reviewer Completed 09/16/2019 3:43 PM
Transportation Engineering Jay Ahmad Additional Reviewer Completed 09/17/2019 8:16 AM
Transportation Engineering Marlene Messam Additional Reviewer Completed 09/17/2019 9:40 AM
Growth Management Department Anthony Khawaja Additional Reviewer Completed 09/17/2019 9:59 AM
Capital Project Planning, Impact Fees, and Program Management Rookmin Nauth Additional Reviewer Completed 09/18/2019 11:20 AM
Capital Project Planning, Impact Fees, and Program Management Trinity Scott Additional Reviewer Completed 09/19/2019 6:15 PM
Growth Management Department Gene Shue Additional Reviewer Completed 09/24/2019 10:28 AM
Growth Management Operations Support Christopher Johnson Additional Reviewer Completed 09/24/2019 1:00 PM
Procurement Services Opal Vann Level 1 Purchasing Gatekeeper Completed 10/04/2019 8:06 AM
Procurement Services Priscilla Doria Additional Reviewer Completed 10/04/2019 8:33 AM
Board of County Commissioners Jim Flanagan Additional Reviewer Completed 10/04/2019 1:35 PM
Procurement Services Ted Coyman Additional Reviewer Completed 10/04/2019 5:27 PM
Grants Carrie Kurutz Additional Reviewer Completed 10/07/2019 10:06 AM
Grants Erica Robinson Level 2 Grants Review Completed 10/07/2019 12:45 PM
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Growth Management Department James C French Deputy Department Head Review Skipped 10/08/2019 9:59 AM
Growth Management Department Thaddeus Cohen Department Head Review Completed 10/08/2019 3:15 PM
County Attorney's Office Scott Teach Level 2 Attorney Review Completed 10/08/2019 5:12 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 10/09/2019 9:19 AM
Office of Management and Budget Laura Wells Level 3 OMB Gatekeeper Review Completed 10/09/2019 9:38 AM
Office of Management and Budget Susan Usher Additional Reviewer Completed 10/11/2019 8:51 AM
Grants Therese Stanley Additional Reviewer Completed 10/14/2019 12:27 PM
County Manager's Office Leo E. Ochs Level 4 County Manager Review Completed 10/14/2019 2:18 PM
Board of County Commissioners MaryJo Brock Meeting Pending 10/22/2019 9:00 AM
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5801 Pelican Bay Blvd.
Suite 505, Naples,
Florida 34108
(239)431-9222
www.jacobs.com
Jacobs Engineering Group Inc.
August 21, 2019
Mr. Chad Sweet, P.E.
Collier County Growth Management Dept.
Transportation Engineering Division
2885 S. Horseshoe Drive Naples, FL 34104
RE: 19-7609 - Sunshine Blvd Sidewalk and Pedestrian Bridge, Collier County, Florida.
(FDOT FPID No. 435030-1-58-01)
Low Bidder: ZEP Construction Inc.
Dear Mr. Sweet,
The bid opening for the above-referenced project took place on July 16, 2019. Collier County provided
the results of the bid opening to Jacobs Engineering Group, Inc. on July 19, 2019. Jacobs Engineering
Group, Inc. performed an evaluation of the results and our recommendation is contained herein.
Collier County received seven (7) bids by the deadline established on the Invitation to Bid. Thomas
Marnie Construction Inc, and Compass Construction were deemed non-responsive by Collier County
Procurement Services; Compass Construction failed to submit a bid prior to the deadline, Thomas Marine
Construction Inc did not submit the Grant-Required Bid Forms. The bids listed below are from lowest to
highest:
FIRM BASE BID AMOUNT
ZEP Construction, Inc $499,987.50
Thomas Marine Construction, Inc* $504,050.35
Kelly Brothers, Inc $723,470.45
Quality Enterprises $779,690.85
Interstate Construction, LLC $826,371.00
Douglas N. Higgins, Inc $1,143,365.50
Compass Construction* NO BID
*Deemed non-responsive by Collier County Procurement Services
For comparison purposes, Jacobs Engineering, Inc. had provided Collier County with an Engineer’s
Opinion of Probable Construction Cost on June 21, 2019 of $525,167.28 as part of Addendum 1.
Following the opening, Collier County prepared a Bid Tabulation, which was used to do a bid
analysis and check for mathematical errors. Based on the information provided, no mathematical
errors were found, and the results show ZEP Construction Inc. as the lowest responsive bidder. See
attached for the bid analysis.
16.A.18.a
Packet Pg. 1503 Attachment: 19-7609 - DELORA (10179 : Sunshine Blvd. Sidewalk and Pedestrian Bridge Project)
Verification of the reference information provided by ZEP Construction Inc was requested from each
reference. See attached for each response.
Based upon our review, the low bidder ZEP Construction Inc appears to have a reasonable and responsive
bid. Subject to concurrence with Collier County’s Purchasing and Contracts Division, and the contractor
furnishing the appropriate bonding and other required insurances, we believe Collier County selection of
ZEP Construction Inc for the intended work contained within the bid documents to be the appropriate
choice. Should you have any questions, or require additional information, please let me know.
Sincerely,
Jacobs Engineering Group, Inc.
Bhushan Godbole, P.E.
Senior Structural Engineer
16.A.18.a
Packet Pg. 1504 Attachment: 19-7609 - DELORA (10179 : Sunshine Blvd. Sidewalk and Pedestrian Bridge Project)
Project No: 19-7609Strategist: Jim FlanaganNo. of Notices: 25,975Project Title: Sunshine Blvd. Sidewalk and Pedestrian Bridge ProjectProject Manager:Chad SweetNo. of Downloads: 120Bid Due Date: 8/21/2019No. of Bid Responses Rec'd:7BIDDER: ZEP Construction, Inc. Thomas Marine Construction, Inc. Kelly Brothers, Inc. Quality Enterprises USA, Inc. Interstate Construction, LLC Douglas N. Higgins, Inc. Compass Construction ENGINEER's ESTIMATESUMMARY OF ROADWAYPAY ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL101‐1 MOBILIZATION (INCL SURVEY LAYOUT) LS 1$38,200.00$38,200.00$71,000.00$71,000.00$53,502.57$53,502.57$130,650.00$130,650.00$135,500.00$135,500.00$110,000.00$110,000.00NO BID$0.0050,000.00$50,000.00102‐1 MAINTENANCE OF TRAFFIC LS 1$4,700.00$4,700.00$14,000.00$14,000.00$24,002.03$24,002.03$40,120.00$40,120.00$25,000.00$25,000.00$70,000.00$70,000.00 $0.0025,000.00$25,000.00104‐10‐3 SEDIMENT BARRIER (SILT FENCE) LF 1849$3.00$5,547.00$1.00$1,849.00$5.66$10,465.34$1.50$2,773.50$5.00$9,245.00$2.00$3,698.00 $0.002.50$4,622.50104‐11 FLOATING TURBIDITY BARRIER LF 154$12.00$1,848.00$8.00$1,232.00$16.05$2,471.70$10.50$1,617.00$15.00$2,310.00$24.00$3,696.00 $0.007.44$1,145.76104‐15 SOIL TRACKING PREVENTION DEVICE EA 2$2,500.00$5,000.00$850.00$1,700.00$1,811.10$3,622.20$2,250.00$4,500.00$3,000.00$6,000.00$3,500.00$7,000.00 $0.002,388.35$4,776.70107‐1 LITTER REMOVAL AC 2.21$50.00$110.50$75.00$165.75$747.00$1,650.87$120.00$265.20$750.00$1,657.50$1,500.00$3,315.00 $0.0014.25$31.49107‐2 MOWING AC 1.15$100.00$115.00$150.00$172.50$1,434.80$1,650.02$600.00$690.00$1,000.00$1,150.00$1,250.00$1,437.50 $0.0023.83$27.40108‐1MONITOR EXISTING STRUCTURES ‐ SETTLELS 1$5,000.00$5,000.00$4,500.00$4,500.00$11,000.00$11,000.00$6,000.00$6,000.00$7,500.00$7,500.00$6,000.00$6,000.00 $0.0010,000.00$10,000.00108‐2MONITOR EXISTING STRUCTURES ‐ VIBRALS 1$10,000.00$10,000.00$9,000.00$9,000.00$16,500.00$16,500.00$6,000.00$6,000.00$7,500.00$7,500.00$12,000.00$12,000.00 $0.0015,000.00$15,000.00110‐1‐1 CLEARING & GRUBBING AC 0.31$8,000.00$2,480.00$4,500.00$1,395.00$62,797.00$19,467.07$5,500.00$1,705.00$100,000.00$31,000.00$20,000.00$6,200.00 $0.008,500.00$2,635.00110‐4‐10 REMOVAL OF EXISTING CONC SY 16$15.00$240.00$20.00$320.00$103.13$1,650.08$35.00$560.00$150.00$2,400.00$50.00$800.00 $0.0011.75$188.00120‐1 REGULAR EXCAVATION CY 51.6$10.00$516.00$25.00$1,290.00$129.30$6,671.88$22.00$1,135.20$100.00$5,160.00$80.00$4,128.00 $0.0016.00$825.60120‐6 EMBANKMENT CY 165.5$20.00$3,310.00$30.00$4,965.00$76.00$12,578.00$30.00$4,965.00$60.00$9,930.00$80.00$13,240.00 $0.0019.00$3,144.50160‐4 TYPE B STABILIZATION SY 213$33.00$7,029.00$31.00$6,603.00$102.35$21,800.55$9.50$2,023.50$30.00$6,390.00$15.00$3,195.00 $0.003.26$694.38285‐702 OPTIONAL BASE, BASE GROUP 2 SY 204$36.00$7,344.00$35.00$7,140.00$78.89$16,093.56$25.00$5,100.00$40.00$8,160.00$20.00$4,080.00 $0.0016.95$3,457.80334‐1‐52 SUPERPAVE ASPH CONC, TRAF B, PG76‐22 TN 14.0$300.00$4,200.00$280.00$3,920.00$471.43$6,600.02$650.00$9,100.00$750.00$10,500.00$900.00$12,600.00 $0.00130.00$1,820.00400‐0‐11 CONC CLASS NS, GRAVITY WALL CY 14.7$500.00$7,350.00$470.00$6,909.00$1,145.00$16,831.50$1,660.00$24,402.00$485.00$7,129.50$1,300.00$19,110.00 $0.00750.00$11,025.00430174215 PIPE CULV, OPT MATL, OTHER‐ELLIP/ARCH, 15" SD LF 47$180.00$8,460.00$170.00$7,990.00$157.09$7,383.23$85.00$3,995.00$250.00$11,750.00$100.00$4,700.00 $0.0093.91$4,413.77430984623 MITERED END S ECT, OPT, OTHER‐ELLIP/ARCH, 15" EA 4$1,230.00$4,920.00$1,140.00$4,560.00$412.50$1,650.00$1,890.00$7,560.00$1,500.00$6,000.00$1,500.00$6,000.00 $0.002,500.00$10,000.00515‐2‐211 PEDESTRIAN/BICYCLE RAILING, STEEL, 42" TYPE 1 LF 102$100.00$10,200.00$95.00$9,690.00$66.00$6,732.00$150.00$15,300.00$90.00$9,180.00$120.00$12,240.00 $0.00114.25$11,653.50522‐2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" SY 511$46.00$23,506.00$43.00$21,973.00$38.75$19,801.25$63.00$32,193.00$45.00$22,995.00$70.00$35,770.00 $0.0050.00$25,550.00527‐2 DETECTABLE WARNINGS SF 141$30.00$4,230.00$27.50$3,877.50$25.74$3,629.34$27.00$3,807.00$25.00$3,525.00$35.00$4,935.00 $0.0025.51$3,596.91570‐1‐2 PERFORMANCE TURF, SOD SY 1002$3.50$3,507.00$3.30$3,306.60$5.50$5,511.00$8.50$8,517.00$5.00$5,010.00$7.00$7,014.00 $0.003.00$3,006.00630‐2‐11 CONDUIT, F&I, OPEN TRENCH LF 30$15.00$450.00$26.40$792.00$27.50$825.00$12.00$360.00$50.00$1,500.00$18.00$540.00 $0.006.23$186.90635‐2‐11 PULL & SPLICE BOX F&I, 13"X24" EA 1$1,000.00$1,000.00$900.00$900.00$880.00$880.00$605.00$605.00$1,500.00$1,500.00$1,500.00$1,500.00 $0.00768.82$768.82653‐1‐40 PEDESTRIAN SIGNAL, RELOCATE AS 1$500.00$500.00$1,540.00$1,540.00$1,540.00$1,540.00$3,650.00$3,650.00$1,500.00$1,500.00$3,000.00$3,000.00 $0.00361.41$361.41700‐1‐11 SINGLE POST SIGN, F&I GM, < 12 SF AS 3$380.00$1,140.00$352.00$1,056.00$660.00$1,980.00$425.00$1,275.00$750.00$2,250.00$700.00$2,100.00 $0.00329.01$987.03700‐1‐50 SINGLE POST SIGN, RELOCATE AS 3$180.00$540.00$165.00$495.00$330.00$990.00$180.00$540.00$500.00$1,500.00$225.00$675.00 $0.00313.11$939.33710‐11101 PAINTED PAVT MARK, STD, WHITE, SOLID, 6" GM 0.020$6,900.00$138.00$7,000.00$140.00$11,000.00$220.00$14,200.00$284.00$10,000.00$200.00$11,000.00$220.00 $0.001,006.29$20.13710‐11201 PAINTED PAVT MARK, STD, YELLOW, SOLID, 6" GM 0.007$2,000.00$14.00$7,000.00$49.00$11,000.00$77.00$14,500.00$101.50$10,000.00$70.00$11,000.00$77.00 $0.001,101.02$7.71711‐11123 THERMOPLASTIC, STD, WHITE, SOLID, 12" LF 195$8.00$1,560.00$7.30$1,423.50$4.40$858.00$5.60$1,092.00$15.00$2,925.00$9.00$1,755.00 $0.002.56$499.20711‐11125 THERMOPLASTIC, STD, WHITE, SOLID, 24" LF 66$11.00$726.00$9.75$643.50$8.80$580.80$11.25$742.50$15.00$990.00$11.00$726.00 $0.005.19$342.54711‐11180 THERMOPLASTIC, STD, WHITE, YIELD LINE LF 72$11.00$792.00$9.75$702.00$27.50$1,980.00$35.00$2,520.00$15.00$1,080.00$9.00$648.00 $0.005.50$396.00711‐17 THERMOPLASTIC, REMOVE SF 180$7.00$1,260.00$6.05$1,089.00$5.50$990.00$7.00$1,260.00$15.00$2,700.00$5.00$900.00 $0.002.00$360.00ASB‐1 AS‐BUILT DRAWINGS LS 1$10,000.00$10,000.00$4,000.00$4,000.00$8,250.00$8,250.00$6,050.00$6,050.00$3,000.00$3,000.00$4,000.00$4,000.00 $0.004,000.00$4,000.00$175,932.50 $200,388.35 $290,435.01 $331,458.40 $354,207.00 $367,299.50 $0.00 $201,483.38STRUCTUREPAY ITEM NO. DESCRIPTION UNIT QUANTITYUNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL UNIT COST PAY ITEM TOTAL400‐2‐4CONCRETE CLASS II, SUPERSTRUCTURECY29.4$990.00$29,106.00$575.00$16,905.00$1,453.60$42,735.84$660.00$19,404.00$800.00$23,520.00$1,800.00$52,920.00$0.00 $600.00$17,640.00400‐2‐10CONCRETE CLASS II, APPROACH SLABSCY6.2$550.00$3,410.00$900.00$5,580.00$2,047.20$12,692.64$760.00$4,712.00$750.00$4,650.00$1,600.00$9,920.00$0.00 $500.00$3,100.00400‐4‐5 CONCRETE CLASS IV, SUBSTRUCTURECY20$750.00$15,000.00$2,260.00$45,200.00$1,835.20$36,704.00$1,850.00$37,000.00$1,800.00$36,000.00$4,300.00$86,000.00$0.00 $900.00$18,000.00415‐1‐4REINFORCING STEEL ‐ SUPERSTRUCTURELB3257$1.00$3,257.00$1.00$3,257.00$1.01$3,289.57$2.25$7,328.25$1.00$3,257.00$2.00$6,514.00$0.00 $0.90 $2,931.30415‐1‐5 REINFORCING STEEL ‐ SUBSTRUCTURELB2426$1.00$2,426.00$1.00$2,426.00$1.00$2,426.00$2.50$6,065.00$1.00$2,426.00$3.00$7,278.00$0.00 $1.10 $2,668.60415‐1‐9REINFORCING STEEL ‐ APPROACH SLABSLB886$1.00$886.00$1.00$886.00$1.10$974.60$2.20$1,949.20$1.00$886.00$2.00$1,772.00$0.00 $1.00 $886.00455‐34‐3PRESTRESSED CONCRETE PILING, 18" SQ.LF441$140.00$61,740.00$138.00$60,858.00$195.37$86,158.17$144.00$63,504.00$145.00$63,945.00$350.00$154,350.00$0.00 $100.00$44,100.00455‐143‐3TEST PILES ‐ PREST CONCRETE PILING, 18" SQ.LF146$155.00$22,630.00$215.00$31,390.00$364.03$53,148.38$360.00$52,560.00$750.00$109,500.00$190.00$27,740.00$0.00 $220.00$32,120.00458‐1‐11BRIDGE DECK EXPANSION JOINT, NEW CONSTRUCTION,F & I POURED JOINT WITH BACKER RODLF 20$60.00$1,200.00$20.00$400.00$49.50$990.00$240.00$4,800.00$350.00$7,000.00$130.00$2,600.00 $0.00 $50.00 $1,000.00460‐7 PREFABRICATED STEEL PEDESTRIAN BRIDGELS1$93,000.00$93,000.00$60,530.00$60,530.00$86,015.44$86,015.44$150,600.00$150,600.00$94,290.00$94,290.00$375,000.00$375,000.00$0.00 $80,000.00$80,000.00515‐2‐211PEDESTRIAN/BICYCLE RAILING, STEEL, 42" TYPE 1LF24$100.00$2,400.00$95.00$2,280.00$68.75$1,650.00$150.00$3,600.00$90.00$2,160.00$200.00$4,800.00$0.00 $114.25 $2,742.00530‐3‐4RIPRAP RUBBLE, DITCH LINING TN106$100.00$10,600.00$85.00$9,010.00$93.40$9,900.40$165.00$17,490.00$350.00$37,100.00$130.00$13,780.00$0.00 $96.00$10,176.00530‐74BEDDING STONETN64$100.00$6,400.00$85.00$5,440.00$111.72$7,150.08$105.00$6,720.00$350.00$22,400.00$53.00$3,392.00$0.00 $130.00$8,320.00561‐1 COATING EXISTING STRUCTURAL STEELLS1$72,000.00$72,000.00$59,500.00$59,500.00$89,200.32$89,200.32$72,500.00$72,500.00$65,030.00$65,030.00$30,000.00$30,000.00$0.00 $50,000.00$50,000.00$324,055.00 $303,662.00 $433,035.44 $448,232.45 $472,164.00 $776,066.00 $0.00 $273,683.90$499,987.50 $504,050.35 $723,470.45 $779,690.85 $826,371.00 $1,143,365.50 $0.00 $475,167.28BID TOTAL (ROADWAY + STRUCTURE)19‐7609 ‐ Sunshine Blvd. Sidewalk and Pedestrian Bridge ProjectFPID No. 435030‐1‐58‐01BID SCHEDULE OF VALUESROADWAY BID SUBTOTAL:STRUCTURE BID SUBTOTAL:16.A.18.aPacket Pg. 1505Attachment: 19-7609 - DELORA (10179 : Sunshine Blvd. Sidewalk and Pedestrian Bridge Project)
Project No: 19-7609Strategist: Jim FlanaganNo. of Notices: 25,975Project Title: Sunshine Blvd. Sidewalk and Pedestrian Bridge ProjectProject Manager:Chad SweetNo. of Downloads: 120Bid Due Date: 8/21/2019No. of Bid Responses Rec'd:7BIDDER: ZEP Construction, Inc. Thomas Marine Construction, Inc. Kelly Brothers, Inc. Quality Enterprises USA, Inc. Interstate Construction, LLC Douglas N. Higgins, Inc. Compass Construction ENGINEER's ESTIMATE19‐7609 ‐ Sunshine Blvd. Sidewalk and Pedestrian Bridge ProjectFPID No. 435030‐1‐58‐01BID SCHEDULE OF VALUESCompleted Bid ScheduleYYYYYYCompleted Bid Forms: (Solicitation pages 3-13) Bid Response Form (Form 1)YYYYYY Exhibit N - Contractors Key Personnel Assigned to the Project - (Form 2)YYYYYY Material Manufacturers (Form 3)n/a n/a n/a n/a n/a n/a List of Major Subcontractors (Form 4)YYYYYY Statement of Experience of Bidder (Form 5)YYYY3 references Y Y Trench Safety Act Acknowledgement (Form 6)YYYYYY Bid Bond (Form 7)YYYYYY Insurance and Bonding Requirements (Form 8)YYYYYY Conflict of Interest Affidavit (Form 9)YYYYYY Vendor Declaration Statement (Form 10)YYYYYY Immigration Affidavit Certification (Form 11)YYYYYY Vendor Substitute W-9 (Form 12)YYYYYY Bidders Checklist (Form 13)YYYYYYGrant Required Bid Forms Federal Contract Provisions and Assurances (noted page I-15-I-16)YNYYYY Grant Certifications and Assurances (noted page I-42)YNYYYY Acknowledgement of Terms, Conditions and Grant Clauses (noted page I-43)YNYYYY Certification for Disclosure of Lobbying Activities (noted page I-44)YNYYYY Anticipated Disadvantaged, Minority, Women or Veteral Participation Statement (noted page I-45)YNYyYY Construction Contractors Bid Opportunity List (noted page I-46-I-47)YNYYYY Contractors Affidavit - Vehicle Registration (noted page I-48)YNYYYY Certification of Sublet Work (noted page I-49- I-50)YNYYYY LAP Certification of Current Capacity (noted page I-51)YNYYYY Status of Contracts On Hand (noted page I-52)YNYYYY Non-collusion Declaration (noted page I-53-I-55)YNYYYY Notification to FDOT of EEO Officer (noted page I-56)YNYYYYCopies of required information attached Company's E-Verify Profile Page or MOUYYYyYY Copy of Active Registration with Current FL Divisions of CorporationsYYYYYY Copy of Active General Contractors License with Depart. of Business & Professional RegulationYYYYYY Copy of Local Business Tax Receipt (Collier County) n/a n/a n/aY n/a YAcknowledgement - Receipt of Addendum Addendum #1YYYYYYStrategist: Confirm validity w/FL Divisions of Corporations on-lineYYYYYYStrategist: Confirm validity of GC License w/DPBR on-lineYYYYYYStrategist: Confirm Insurance and Bonding RequirementsYYYYYYStrategist: CONFIRM ALL BID DOCUMENTS COMPLETED AND SIGNED: Y N Y YYYContractor's Office Location:Fort Myers, FL Fort Myers, FL Fort Myers, FL Naples, FL Miramar, FLNaples, FL Cape CoralCounty:Lee Lee Lee Collier Broward Collier Lee16.A.18.aPacket Pg. 1506Attachment: 19-7609 - DELORA (10179 : Sunshine Blvd. Sidewalk and Pedestrian Bridge Project)
Collier County
VENDOR REFERENCE CHECK LOG
Solicitation No: 19-7609 Reference Check By: Bhushan Godbole, P.E.
Solicitation Title: Sunshine Blvd. Sidewalk & Pedestrian Bridge Date: July 22, 2019
Bidder’s Name: ZEP Construction, Inc. Phone: (904) 596-5697
REFERENCED PROJECT:
Project Name: Palmona Park Water Quality Improvements Project Project Location: Lee County, FL
Project Description: Drainage upgrades to a 200+ acres excavation of 4,800 CY of dirt, etc.
Completion Date: March 26, 2015 Contract Value: $436,169
Project Owner/Title: Lee County Division of Natural Resources
Owner’s Address: 1500 Monroe Street, Fort Myers, FL 33901 Phone: (239) 533-8829
Owner’s Contact Person: Phil Gillogly, Project Manager Email: PGillogly@leegov.com
1.Was project completed timely and within budget? (If not, provide detail)
The contract called for the project to reach substantial completion within 60 calendar days (April 1, 2015)
and final completion within 75 calendar days (April 16, 2015) from the effective date of February 9, 2015.
The As-Built Survey was signed & sealed on April 9, 2015. The Certificate of Occupancy or Compliance
was issued June 30, 2015.
The contract was for $424,169.00. There were 2 Change Orders, one to adjust the existing ditch and add
a new pipe. The other was for additional time. The final amount paid out was $436, 169
2.Was the submittal/review process performed satisfactorily? (If not, provide detail)
Yes.
3.Was the construction process performed satisfactorily? (If not, provide detail)
Yes.
4.Did the process run smoothly? Were there any changes? Describe below.
Yes. There were 2 changes, as noted in the response to Item 1. In addition, there was a replanting done
in June 2015 as a result of plant death, due to the type of Spartina planted per design.
5.Was the contract closeout process performed satisfactorily? (If not, provide detail)
Yes.
6.Any warranty issues since closeout? Were they responded to and performed satisfactorily?
None.
16.A.18.a
Packet Pg. 1507 Attachment: 19-7609 - DELORA (10179 : Sunshine Blvd. Sidewalk and Pedestrian Bridge Project)
VENDOR REFERENCE CHECK LOG
Solicitation No.: 19-7609 Reference Check by: Bhushan Godbole, P.E.
Solicitation Title:
Sunshine Blvd Sidewalk and
Pedestrian Bridge Date: 8-14, 2019
Bidder’s Name: ZEP Construction, Inc Phone: (904)596-5697
Design Entity: CH2M Hill (now JACOBS)
REFERENCED PROJECT:
Project Name:
CR 812 Lantana Rd Over I-
95 Intersection
Improvements.
Project
Location: Palm Beach County, FL
Project Description:
Resurfacing, rehabilitating and restoring CR 812 (Lantana Rd) from Sunset Rd to East of SR 9
over I-95.
Completion Date: January 6, 2015
Contract
Value: N/A (Construction Cost $6,100,000)
Project
Owner/Title: Florida Department of Transportation D-4 Palm Beach Operations
Owner’s Address:
7900 West Forest Hill Blvd
West Palm Beach, FL 33413 Phone: (561)531-8861
Owner’s Contact
Person:
Matt Carlock, Project
Administrator E-Mail:Matthew.Carlock@DOT.state.fl.us
1.Was project completed timely and within budget? (If not, provide detail)
Yes
2.Was the submittal/review process performed satisfactorily? (If not, provide detail)
Yes
3.Was the construction process performed satisfactorily? (If not, provide detail)
Yes
4.Did the process run smoothly? Were there any changes? Describe below.
Yes
5.Was the contract closeout process performed satisfactorily? (If not, provide detail)
Yes
6.Any warranty issues since closeout? Were they responded to and performed satisfactorily?
No
7.Additional comments:
16.A.18.a
Packet Pg. 1508 Attachment: 19-7609 - DELORA (10179 : Sunshine Blvd. Sidewalk and Pedestrian Bridge Project)
VENDOR REFERENCE CHECK LOG
Solicitation No.: 19-7609 Reference Check by: Bhushan Godbole, P.E.
Solicitation Title:
Sunshine Blvd Sidewalk and
Pedestrian Bridge Date: July 22, 2019
Bidder’s Name: ZEP Construction, Inc Phone: (904)596-5697
Design Entity: CH2M Hill (now JACOBS)
REFERENCED PROJECT:
Project Name: Naples Pier Restoration
Project
Location: Naples Pier. 25 12th Ave S, Naples, FL 34102
Project Description: Restoration of the Naples Pier Boardwalk
Completion Date: August 2018
Contract
Value: $165,000
Project Owner/Title: City of Naples, Parks and Recreation
Owner’s Address:
280 Riverside Circle, Naples
Florida 34102 Phone: (239)213-7114
Owner’s Contact
Person:
Travis Delashmet,
Facilities Superintendent E-Mail:tdelashmet@naplesgov.com
1.Was project completed timely and within budget? (If not, provide detail)
YES- on time and within budget. Zep was able to finish 6 weeks early.
2.Was the submittal/review process performed satisfactorily? (If not, provide detail)
YES
3.Was the construction process performed satisfactorily? (If not, provide detail)
YES
4.Did the process run smoothly? Were there any changes? Describe below.
YES- no change orders –
5.Was the contract closeout process performed satisfactorily? (If not, provide detail)
YES
6.Any warranty issues since closeout? Were they responded to and performed satisfactorily?
NO issues
7.Additional comments:
Zep was great to work with. They were responsive to our needs and worked well with the public. They kept
areas open to the public that they did not have to but wanted to work with the City to reduce complaints
during the reconstruction project.
16.A.18.a
Packet Pg. 1509 Attachment: 19-7609 - DELORA (10179 : Sunshine Blvd. Sidewalk and Pedestrian Bridge Project)
VENDOR REFERENCE CHECK LOG
Solicitation No.: 19-7609 Reference Check by: Bhushan Godbole, P.E.
Solicitation Title:
Sunshine Blvd Sidewalk and
Pedestrian Bridge Date: July 22, 2019
Bidder’s Name: ZEP Construction, Inc Phone: (904)596-5697
Design Entity: CH2M Hill (now JACOBS)
REFERENCED PROJECT:
Project Name:
Pedestrian Bridge
Replacement
Project
Location: W Marion Ave, Charlotte Co, Florida
Project Description: Replacement of Pedestrian Bridge
Completion Date: September 2018 Contract Value: $43,100
Project Owner/Title: City of Punta Gorda
Owner’s Address:
326 West Marion Ave, Punta
Gorda, FL 33850 Phone: (941)575-5060
Owner’s Contact
Person: Linda Sposito, Senior PM E-Mail:LSposito@cityofpuntagordafl.com
1.Was project completed timely and within budget? (If not, provide detail)
Yes
2.Was the submittal/review process performed satisfactorily? (If not, provide detail)
Yes
3.Was the construction process performed satisfactorily? (If not, provide detail)
Yes
4.Did the process run smoothly? Were there any changes? Describe below.
Yes no
5.Was the contract closeout process performed satisfactorily? (If not, provide detail)
Yes
6.Any warranty issues since closeout? Were they responded to and performed satisfactorily?
No
7.Additional comments:
Zep performed work to meet or exceed City standards and expectations.
16.A.18.a
Packet Pg. 1510 Attachment: 19-7609 - DELORA (10179 : Sunshine Blvd. Sidewalk and Pedestrian Bridge Project)
16.A.18.bPacket Pg. 1511Attachment: 19-7609 - NORA - Executed (10179 : Sunshine Blvd. Sidewalk and Pedestrian Bridge Project)
16.A.18.c
Packet Pg. 1512 Attachment: 435030-1 Time Extension #1 Approval Letter (10179 : Sunshine Blvd. Sidewalk and Pedestrian Bridge Project)
16.A.18.c
Packet Pg. 1513 Attachment: 435030-1 Time Extension #1 Approval Letter (10179 : Sunshine Blvd. Sidewalk and Pedestrian Bridge Project)
16.A.18.g
Packet Pg. 1514 Attachment: 19-7609 ZEP_Insurance_10-2-19 (10179 : Sunshine Blvd. Sidewalk and Pedestrian Bridge Project)
16.A.18.g
Packet Pg. 1515 Attachment: 19-7609 ZEP_Insurance_10-2-19 (10179 : Sunshine Blvd. Sidewalk and Pedestrian Bridge Project)
PROJECT LOCATION
35
24
19
20
28
2930
36 31
32
33
34
4561
712
2 1 63
7
13
14
23
24
25
26
36 31
11 12
2 1 634
56
7 8 9
10
15
161718
27
7
18
19
30
RoadVanderbilt
White Blvd.
Everglades Parkway
Davis Blvd.
Tower
951
951 PF93
951
84
856
Golden
Golden Gate
21 22
75
886
93
STA. 19+24.72
END PROJECT
BEGIN PROJECT
STA. 09+40.38
T-49-S
T-50-S
T-48-S
T-49-S
T-48-S
T-49-S
T-49-S
T-50-S
R-27-ER-27-ER-26-ER-26-ER-25-ESTRUCTURE PLANS
SIDEWALK PLANS
COLLIER COUNTY
SUNSHINE BLVD SIDEWALKS
10:40:55 AMkfalkenb2/7/2019
EXPRESSWAY
T
U
R
NPI
KE
10
PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
75
10
295
95
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND 4
NEW PORT RICHEY
TAMPA
75
4
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
275
SARASOTA -
BRADENTON
75
95
FT PIERCE
FT MYERS
WEST PALM
BEACH
FT LAUDERDALE
MIAMI
75
75
NAPLES
KEY WEST
CITY
LAKE
FLORIDA'S
BEACH LINE
SHEET DESCRIPTIONSHEET NO.
INDEX OF ROADWAY PLANS
GOVERNING DESIGN STANDARDS:
GOVERNING STANDARD SPECIFICATIONS:
ENGINEER OF RECORD:
ROADWAY PLANS
TRANSPORTATION ENGINEERING DIVISION
GROWTH MANAGEMENT DEPARTMENT
N
PROJECT MANAGER:
COLLIER COUNTY
CHAD SWEET, P.E.
DISTRICT 5:
DISTRICT 4:
DISTRICT 3:
DISTRICT 2:
DISTRICT 1:
WILLIAM L. MCDANIEL, JR.
PENNY TAYLOR
BURT L. SAUNDERS
ANDY SOLIS, ESQ.
DONNA FIALA
CONTRACT PLANS COMPONENTS
NO.
SHEET
YEAR
FISCAL
c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\KEYSRD01.dgn
19
CONTRACT NO.
CONSTRUCTION
http://www.fdot.gov/roadway/DesignStandards/Standards.shtm
at the following website:
and Bridge Construction and applicable Design Standards Revisions (DSRs)
Florida Department of Transportation, FY2018-19 Standard Plans for Road THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.R-25-ER-26-ER-26-EMYERS
FORT
LAUDERDALE
FORT
ISLAND
MARCO
COLLIER COUNTY BOARD OF COMMISIONERS
STA. 13+85.41
END PEDESTRIAN BRIDGE
STA. 12+04.24
BRIDGE
BEGIN PEDESTRIAN
COLLIER COUNTY (03000)
COUNTY PROJECT ID: 66066.11.2.1
FEDERAL FUNDS
FINANCIAL PROJECT ID 435030-1-58-01
SIDEWALKS FROM 17TH AVE SW TO GREEN BLVD
FDOT DESIGN STD.
FDOT DESIGN STD.
FDOT DESIGN STD.
FDOT DESIGN STD.
FDOT DESIGN STD.
FDOT DESIGN STD.
FDOT DESIGN STD.
FDOT DESIGN STD.
SUMMARY OF QUANTITIES
TEMPORARY TRAFFIC CONTROL PLAN - OPTIONAL DETOUR PLAN
TEMPORARY TRAFFIC CONTROL PLAN
EROSION CONTROL PLAN
CROSS SECTIONS
PLAN AND PROFILES
GENERAL NOTES
PROJECT LAYOUT & PROJECT CONTROL
TYPICAL SECTION
SUMMARY OF PAY ITEMS
KEY SHEET
102-660
102-625
102-605
102-604
102-603
102-602
102-601
102-600
SQ-1 TO SQ-4
14
13
12
8-11
6-7
5
4
3
2
1
CH2M HILL INC.
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED.
PRINTED COPIES OF THIS DOCUMENT ARE
STATE OF
���REENIGNE LANO
ISS
EFORP ESNECIL
ADIROLFNo 54015
CERTIFICATE OF AUTHORIZATION 000072
STATE OF
���REENIGNE LANO
ISS
EFORP ESNECIL
ADIROLF YRRE
BNEKLAF ENIALE NERAKKAREN ELAINE FALKENBERRY, P.E. 54015
5801 PELICAN BAY BLVD., SUITE 505
NAPLES, FL 34108
http://www.fdot.gov/programmanagement/Implemented/SpecBooks
for Road and Bridge Construction at the following website:
Florida Department of Transportation, January 2019 Standard Specifications
ON THE DATE ADJACENT TO THE SEAL
1
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
2/5/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\CESSRD01.dgn2:54:28 PM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
SUMMARY OF PAY ITEMS
2
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
1/16/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\TYPSRD01.dgn7:24:39 AM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
TYPICAL SECTION
.02 MAX
EXIST. R/W LINE
EXIST. R/W LINE
¡ SUNSHINE BLVD
11' 11'5'
AND GRUBBING
STD. CLEARING
TYPICAL SECTION NOTES
2.
1.
106'
1:4
(6'-8')
VARIES
THE MINIMUM SIDEWALK TRANSITION LENGTH IS 20'.
THAT DRAINAGE IS NOT ADVERSELY IMPACTED.
(2% MAX CROSS SLOPE, 5% MAX LONGITUDINAL SLOPE) PROVIDED
IN FIELD TO MATCH EXISTING TERRAIN WITHIN ADA REQUIREMENTS
CROSS SLOPE OF SIDEWALK MAY VARY. CONTRACTOR MAY ADJUST
1
:4
2' LEVEL
£ CONST
GRADE
EXIST.
MATCHMATCH EXIST. GRADE
53'53'
(WIDTH VARIES)
ASPHALT DRIVEWAY PAVEMENT SECTION
OPTIONAL BASE GROUP 2
(LBR 40)
12" TYPE B STABILIZATION
SIDEWALK
6" CONCRETE
POINT
GRADE
PROFILE
2' LEVEL
VARIES (2.8' - 31.5')
VARIES)
SOD (WIDTH
VARIES)
SOD (WIDTH
VARIES (4.2' - 13.5')
6"
(TYP)
6"
(TYP)
WIDTH VARIES
WALK
SIDE-
WALK
EX SIDE-
STA. 09+44.59 TO STA. 19+24.72
SUNSHINE BLVD (6-FT WIDE SIDEWALK)
TYPICAL SECTIONCOURSE (TRAFFIC B) (1.5") (PG76-22)
TYPE SP STRUCTURAL
3
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
1/16/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\PLAYRD01.dgn7:25:45 AM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
BACK FLOWSAN
SAN
SAN
SAN
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
WATER
AHEADAHEADLIMITSPEED25ALLSTREETSSTOP
SUNSHINE BLVDNO OUTLET16TH PL SWxxxxx Green Blvd STOPSUNSHINE BLVD17TH AVE SW PI STA. 9+44.59PI STA. 10+00.0010
PC STA. 11+44.94PT STA. 11+49.20PC STA. 11+71.14P
T S
T
A. 1
1
+7
7.3
6 PI STA. 13+95.41PI STA. 14+36.1115
PC STA. 16+43.88PT STA. 16+50.65PC STA. 16+68.86PT STA. 16+74.10PC STA. 16+81.28PT STA. 16+86.52
PC STA. 17+05.62P
T
S
T
A.
1
7
+
1
2.
4
3 PC STA. 18+38.08P
T
S
T
A.
1
8
+
4
4.9
0PI STA. 18+89.54
PI STA. 19+00.63
NSTA. 09+44.59
CONSTRUCTION
BEGIN SIDEWALK
PROJECT LAYOUT &
PROJECT CONTROL
7 8
0 25 100
Feet
CURVE 3
CURVE 6
CURVE 5
CURVE 4
CURVE 7
CURVE 2
CURVE 1
STA. 09+40.38
BEGIN PROJECT
STA. 19+24.72
CONSTRUCTION
END SIDEWALK
END PROJECT
CURVE DATA CURVE 1
PI STA. = 11+47.08
T = 2.14
L = 4.26
R = 20.00
PC STA. = 11+44.94
PT STA. = 11+49.20
CURVE DATA CURVE 2
PI STA. = 11+74.26
T = 3.12
L = 6.22
R = 28.00
PC STA. = 11+71.14
PT STA. = 11+77.36
CURVE DATA CURVE 3
PI STA. = 16+47.29
T = 3.41
L = 6.77
R = 26.00
PC STA. = 16+43.88
PT STA. = 16+50.65
CURVE DATA CURVE 4
PI STA. = 16+71.50
T = 2.63
L = 5.23
R = 20.00
PC STA. = 16+68.86
PT STA. = 16+74.10
CURVE DATA CURVE 5
PI STA. = 16+83.91
T = 2.63
L = 5.23
R = 20.00
PC STA. = 16+81.28
PT STA. = 16+86.52
CURVE DATA CURVE 6
PI STA. = 17+09.05
T = 3.42
L = 6.80
R = 26.00
PC STA. = 17+05.62
PT STA. = 17+12.43
CURVE DATA CURVE 7
PI STA. = 18+41.51
T = 3.43
L = 6.82
R = 26.00
PC STA. = 18+38.08
PT STA. = 18+44.90
SWAVE17THSWPL16THBLVDGREENSTA. 12+04.24
BRIDGE
BEGIN PEDESTRIAN
STA. 13+85.41
BRIDGE
END PEDESTRIAN
SUNSHINE BLVD
£ CONST.
4
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
2/4/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\GNNTRD01.dgn7:42:56 AM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
GENERAL NOTES
GENERAL NOTES
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
ALL EXISTING WATER VALVES SHALL BE ADJUSTED TO MATCH THE PROPOSED FINAL ELEVATION.
INCLUDED. ALL CLEARING AND GRUBBING DEBRIS SHALL BE REMOVED FROM THE JOB SITE BY THE CONTRACTOR AT NO ADDITIONAL COST.
COMPONENTS NOT COVERED BY OTHER PAY ITEMS. LITTER REMOVAL AND MOWING DURING THE LENGTH OF THE CONSTRUCTION CONTRACT ARE ALSO
PIPES, CONCRETE BARRIERS, VEGETATION/TREE, LANDSCAPING, CURB & GUTTER, FENCE, IRRIGATION, CONFLICTING STRIPING AND SIGNAL
CLEARING AND GRUBBING SHALL INCLUDE, BUT NOT BE LIMITED TO, THE REMOVAL OF ASPHALT, CONCRETE, DRIVEWAY BASE, STORM STRUCTURES,
ALL EXISTING SIGNS TO BE REMOVED SHALL BE DELIVERED TO COLLIER COUNTY TRAFFIC OPERATIONS.
MARKINGS, SPECIAL PROVISION DETAILS WHICH INDICATE USING A "2.5x2.5" GALVANIZED METAL SQUARE TUBULAR SIGN POST.
ALL SIGN RELATED WORK TO BE COORDINATED WITH FELIX BURGOS (239) 253-3160. FOLLOW TRAFFIC OPERATIONS, SIGNING AND PAVEMENT
INSPECTIONS/REVIEWS AND ANY OVERSIGHT TESTING, IF REQUIRED, ON THE PROJECT.
COLLIER COUNTY OR COLLIER COUNTY'S CONSTRUCTION ENGINEERING INSPECTION (CEI) REPRESENTATION WILL PERFORM THE VERIFICATION
CONTRACTOR WILL BE REQUIRED TO PROVIDE THE QUALITY CONTROL (QC) TESTING AND NECESSARY INSPECTIONS PER THE FDOT SPECIFICATIONS.
AT THE COMPLETION OF THIS PROJECT ALL DISTURBED SURFACES SHALL BE COVERED BY SOD.
ON THE PROJECT.
SOD WITH NOXIOUS WEEDS AND GRASSES, INCLUDING TROPICAL SODA APPLE SHALL BE REJECTED FOR USE
SUBJECT TO INSPECTION BY THE COUNTY OR APPOINTED REPRESENTATIVE PRIOR TO PLACEMENT. ANY
BE FURNISHED TO THE COUNTY PROJECT MANAGER BY THE CONTRACTOR. ALL SOD MATERIALS SHALL BE
STRAW, AND MULCH MATERIALS ARE FREE OF NOXIOUS WEEDS, INCLUDING TROPICAL SODA APPLE, SHALL
AGRICULTURE AND CONSUMER SERVICES DIVISION OF PLANT INDUSTRY, STATING THAT THE SOD, HAY,
PRIOR TO INCORPORATION INTO THE PROJECT, A CERTIFICATION FROM THE FLORIDA DEPARTMENT OF
CONSTRUCTION STAKING IS THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE. COORDINATE THESE SERVICES DURING CONSTRUCTION.
DURING CONSTRUCTION, UNLESS OTHERWISE APPROVED BY THE ENGINEER.
MAINTAIN EXISTING TRAFFIC/ACCESS, EXISTING DRAINAGE AND EXISTING UTILITIES
BE DELIVERED TO THE ENGINEER PRIOR TO PROJECT COMPLETION.
RECORD DRAWINGS, SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR. RECORD DRAWINGS SHALL
ACCURATELY PLOT THE LOCATIONS, DEPTH, AND DIMENSIONS OF ALL IMPROVEMENTS ON A FINAL SET OF
DRAWINGS ARE PERFORMED UNDER THE SUPERVISION OF A FLORIDA REGISTERED LAND SURVEYOR.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR THAT ALL CONSTRUCTION LAYOUT, STAKING, AND RECORD
PROMPTLY REPORT ALL FIELD CHANGES TO THE ENGINEER.
CONTRACTOR SHALL NOTIFY COLLIER COUNTY, WITHOUT DELAY, BY TELEPHONE AT (239) 252-8192.
MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE
ANY PUBLIC LAND CORNER MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER
(239) 263-6234JIGS SLIANGCENTURYLINK NAPLES
(239) 690-5517MARILYN ALOITECO PEOPLES GAS - FT MYERS
(239) 325-4105 X261MIKE REBERSUMMIT BROADBAND INC.
(305) 552-2931DANNY HASKETTFIBERNET DIRECT
(954) 581-3088JOEL BRAY FLORIDA POWER & LIGHT - COLLIER
(727) 858-2696LINA QUINTEROFLORIDA GOVERNMENTAL UTILITY AUTHORITY
(954) 447-8405LEONARD MAXWELL-NEWBOLDCOMCAST
(239) 252-6239PAMELA LIBBYCOLLIER CO. WATER
(239) 252-8924FRANK LACOCOLLIER CO. BCC ROAD MAINTENANCE
(239) 252-6205JOE OLIVERCOLLIER CO. INFORMATION TECHNOLOGY (IT)
(239) 252-8260PAM WILSONCOLLIER CO. TRAFFIC OPERATIONS SECTION
TELEPHONE NUMBERSCONTACT COMPANY
UTILITY/AGENCY OWNERS:
EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.
BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED.
ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS
Vvh) ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE
THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND
EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL BE REMOVED UNLESS OTHERWISE NOTED.
AT NO ADDITIONAL COST TO OWNER.
EXISTING FACILITIES SHALL BE RESTORED TO THAT WHICH EXISTED PRIOR TO COMMENCING CONSTRUCTION
HORIZONTAL DATUM = NAV 83 FLORIDA STATE PLANE, EAST ZONE, US FOOT.
BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
5
10 11
PC STA. 11+44.94PT STA. 11+49.20PC STA. 11+71.14PT STA. 11+77.3612 13 PI STA. 13+95.4114 PI STA. 14+36.11PI STA. 9+44.59PI STA. 10+00.00THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
1/24/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\PLPRRD01.dgn4:06:50 PM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
EL. 14.90(+) 4.833%10.08EL. 15.48EL. 15.56EL. 14.75(-) 4.063%11.11PI +01.36EL. 10.30PI +76.89EL. 10.300.000%9.869.62PI +64.60PI +14.40EL. 9.63EL. 9.59(+) 0.005%
(0.02 TO 0.00)
TRANSITION
CROSS-SLOPE +84.24+94.24+95.41+05.41(0.00 TO 0.02)
TRANSITION
CROSS-SLOPE
+04.24+44.82+28.32+85.41SAN
WATER
WATER
WATER
WATER
W06-03 W11-02W16-09PAHEAD OM3-ROM3-ROM3-L
OM3-L
W11-02W16-07PLCOLLIER AREA TRANSIT
EXIST. WATER VALVE
(12) FIRC 5/8 UR
(9) FIRC 1/2 LB6355
(1) FCM 4X4 NO ID
(2) FIR 1/2
(3) FIR 1/2
(5) FIRC 1/2 UR
(6) FIR 5/8
(8) FIRC 5/8 LB6773
(7) FIRC 5/8 UR
(13) FIRC 5/8 5013
(881) SNAIL 60D
(14) FIRC 5/8 UR
(880) SNAIL 60D
(15) FIRC 5/8 LB43
EXIST. WATER VALVE
EXIST. WATER VALVE
EXIST. SEWER VALVE
EXIST. TEL PED
EXIST. FORCE MAIN
EXIST. HANDRAIL
EXIST. HANDRAIL
EXIST. HANDRAIL
EXIST. HANDRAIL
EXIST. POWER POLE
EXIST. POWER POLE
EXIST. POWER POLE EXIST. POWER POLE
EXIST. WATER METER
EXIST. GUARDRAIL
EXIST. GUARDRAIL
EXIST. CONDUIT
EXIST. PALM
EXIST. 12" CMP
INV. 8.52
INV. 8.76
xxxxx Green Blvd STOPSUNSHINE BLVD17TH AVE SW MATCH LINE STA. 14+80.00EXIST. R/W
SUNSHINE BLVD
EXIST. R/W
EXIST. R/W
EXIST. R/W N10 40
Feet
0
SIDEWALK
CONST. 6'
SIDEWALK
CONST. 6'
STA. 12+04.24
BRIDGE
BEGIN PEDESTRIAN
STA. 13+85.41
BRIDGE
END PEDESTRIAN
AT £ CONST.
EXISTING GRADE
4
8
12
16
EL. 11.11
STA. 14+75.00
END PROFILE
4
8
12
16
VERTICAL: 1"=4'
HORIZONTAL: 1"=40'
SCALE:
11+00
DRIVEWAY
ASPHALT
£ CONST.
17TH AVE SWASPHALT DRIVEWAY
NEW SIDEWALK
LEGEND
EL. 10.08
STA. 11+04.51
BEGIN PROFILE
24" WHITE GREEN CANALSTA. 09+40.38
BEGIN PROJECT
STA. 09+44.59
BEGIN SIDEWALK
OFF. 11.90 LT
STA. 9+78.61
OFF. 10.88 LT
STA. 10+00.61
(8.0' TO 6.0')
SIDEWALK TRANSITION
SIDEWALK
CONST. 6'
MATCH EXIST.
SAWCUT AND
MATCH EXIST.
SAWCUT AND
MATCH EXIST.
SAWCUT S/W AND
EXIST. PAVEMENT
REMOVE 372 SF OF
RELOCATE SIGN
REMAIN
PIPE TO
(6.0' TO 8.0')
SIDEWALK TRANSITION
STA. 11+98.16
STEEL PED/BICYCLE RAIL
END GRAVITY WALL WITH
STA. 14+60.00
STEEL PED/BICYCLE RAIL
END GRAVITY WALL WITH
PLAN AND PROFILE
ELECTRIC LINE
23kV OVERHEAD
STA 13+85.41
END PED BRIDGE
STA 12+04.24
BEGIN PED BRIDGE
DHW EL. = 10.75
OFFSET 63.2' RT
TO STA 14+84.50,
RELOCATE EX. SIGN
STA 14+55.00
PAVEMENT MARKINGS,
INSTALL YIELD
12" WHITE
EDGE LINE
6" WHITE
WARNING
DETECTABLE
WARNING
DETECTABLE
SODR
=
15'R=15'
(5.3' TO 6.0')
SIDEWALK TRANSITION
1-FT TAPER (TYP)
STOP SIGN (SEE SHT 7)
RELOCATE EX. BUS
400-011 & 515-052
STA. 11+65.00, SEE INDICES
WITH STEEL PED/BICYCLE RAIL
BEGIN GRAVITY WALL (SCHEME 1)
STA 11+75.78
BEGIN GRAVITY WALL TRANSITION
STA 11+94.24, OFF 1' LT
END GRAVITY WALL TRANSITION
400-011 & 515-052
STA. 13+91.49, SEE INDICES
WITH STEEL PED/BICYCLE RAIL
BEGIN GRAVITY WALL (SCHEME 1)
TRANSITION STA 14+07.66
END GRAVITY WALL
13+95.41, OFF 1' LT
TRANSITION, STA
BEGIN GRAVITY WALL
OH ELEC
23 kV
REMOVE EX. PVMT. MARKINGS
23 kV OH ELEC
STA. 11+94.24
BEGIN APPROACH SLAB
END SIDEWALK
ELECTRIC LINE
23kV OVERHEAD
STA. 13+95.41
BEGIN SIDEWALK
END APPROACH SLAB
10+00 12+00 13+00 14+00 15+00
METHOD.
PAVEMENT MARKINGS TO BE REMOVED BY APPROVED COLLIER COUNTY 3.
GRADE.
ADJUST ALL EXISTING WATER VALVE BOXES TO FINISHED SIDEWALK 2.
LISTED IN NOTE 1 ON THE TYPICAL SECTION.
PROPOSED PROFILE SHOWN WHILE MEETING SLOPE REQUIREMENTS
SIDEWALK PROFILE SHALL FOLLOW EXISTING GRADE OUTSIDE OF THE 1.
NOTES:
(+) 0.0005%
(+) 5.000%
(+) 5.000%
EL. 9.62
STA. 09+44.59
BEGIN PROFILE
BEGIN SIDEWALK
EL. 9.86
STA. 10+67.42
END PROFILE
WARNINGS
DETECTABLE
WARNING
DETECTABLE
STA 10+44.27
PAVEMENT MARKINGS,
INSTALL YIELD
HEREYIELDTOOFF 75.11' R
STA 10+44.27
R01-05L
YELLOW
DBL 6"
(TYP)
24" WHITE
STA 11+30.29
PAVEMENT MARKINGS,
INSTALL YIELD
HEREYIE LDTOOFF 21.14' R
STA 11+30.28
R01-05L
6
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
1/22/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\PLPRRD02.dgn4:07:26 PM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
15 16 PC STA. 16+43.88PT STA. 16+50.65PC STA. 16+68.86PT STA. 16+74.10PC STA. 16+81.28PT STA. 16+86.5217PC STA. 17+05.62PT STA. 17+12.4318 PC STA. 18+38.08PT STA. 18+44.90PI STA. 18+89.5419
POT STA. 19+00.63BACK FLOWSAN
SAN
SAN
WATER
WATER
WATER
WATER
WATER
W16-07PR
W11-02
R01-01
W16-08P (2)
W14-02 AHEADW11-02
W16-09P
R02-01
(16) FCM 3X3 BRKN
(879) SNAIL 60D
(20) FIRC 5/8 LB2464
(17) FCMD 3X3 BGA LB840
(19) FIR 5/8 BENT
(18) FIRC 5/8 5013
EXIST. WATER VALVE
EXIST. WATER VALVE
EXIST. WATER VALVE
EXIST. WATER VALVE
EXIST. SEWER VALVE
EXIST. BACKFLOW VALVE
EXIST. DBL PALM
EXIST. TEL POLE
EXIST. TEL PED
EXIST. TEL PED
EXIST. TEL PED
EXIST. TCSB
EXIST. TCSB
EXIST. CLEANOUT
EXIST. POWER POLE
EXIST. POWER POLE
EXIST. POWER POLE
EXIST. 15" CMP
EXIST. 15" CMP
EXIST. PED POLE
EXIST. PED POLE
EXIST. WATER METER
EXIST. SEWER MANHOLE
EXIST. SEWER MANHOLE
EXIST. FIRE HYDRANT
GRATE EL. 9.09EXIST. INLET
INV. 9.21INV. 9.35
INV. 8.07
INV. 8.83 LIMITSPEED25ALLSTREETSSTOP
SUNSHINE BLVDNO OUTLET16TH PL SWMATCH LINE STA. 14+80.00SIDEWALK
CONST. 6'
SIDEWALK
CONST. 6'
SUNSHINE BLVD
EXIST. R/W
EXIST. R/W GREEN BLVDN10 40
Feet
0
EXIST. R/W
PLAN AND PROFILE
STA. 19+24.72
END SIDEWALK
END PROJECT
TREE TO BE REMOVED
16+004
8
12
16
4
8
12
16
£ CONST.16TH PL SWASPHALT DRIVEWAY
NEW SIDEWALK
ASPHALT DRIVEWAY
S-3
S-4
LEGEND
EXISTING GRADE AT £ CONST.
INV. EL 9.55
OFF 22.78' RT
STA 16+07.86
CONSTRUCT MES
INV. EL 9.48
OFF 21.96' RT
STA 16+55.32
CONSTRUCT MES
MATCH EXIST.
SAWCUT AND
OFF. 0.0
STA. 16+15.58
OFF. 0.0
STA. 16+39.06
MATCH EXIST.
SAWCUT AND
S-2
MATCH EXIST.
STA. 19+24.72
END SIDEWALK
END PROJECT
ELECTRIC LINE
23 kV OVERHEAD
ELECTRIC LINE
23 kV OVERHEAD
ELECTRIC LINE
23 kV OVERHEAD
STA 15+43.00
PAVEMENT MARKINGS,
INSTALL YIELD
S-1
REMAIN
SIGN TO
OF 12"x18" ERCP
CONSTRUCT 37 LF
WARNINGS
DETECTABLE
OFFSET 63.2' RT
TO STA 14+84.50,
RELOCATED EX. SIGN
EDGE LINE
6" WHITE
12" WHITE
SIDEWALK
CONST. 6'
MATCH EXIST.
STA 18+59.45
OFF 6.00' RT
STA 18+79.37
R=30'R=30'TO REMAIN
EX. SIGN
TO REMAIN
EX. SIGN
DETECTABLE WARNING
(TYP)
TAPER
1-FT OFF 34.50' RT
BEGIN STA 18+56.06
OFF 19' RT
END STA 19+13
630-2-11 30 LF
PED. DETECTOR
2 RUNS: SIGNAL,
653-1-40
RELOCATE PEDESTRIAN SIGNAL
STA 15+72.50
STOP SIGN,
RELOCATED BUS
MARKINGS
REMOVE EX. PVMT.
OH ELEC
23 kV
EX. PULLBOX TO REMAIN
DETECTABLE WARNING
6" WHITE EDGE LINE
635-2-111 EA
STA 18+78.46, OFF 11.5' RT
RELOCATED PED SIGNAL
OF 12"x18" ERCP
CONSTRUCT 10 LF
ELECTRIC LINE
120 V OVERHEAD
ELECTRIC LINE
120 V OVERHEAD
15+00 17+00 18+00 19+00
COLLIER COUNTY METHOD.
PAVEMENT MARKINGS TO BE REMOVED BY APPROVED 3.
FINISHED SIDEWALK GRADE.
ADJUST ALL EXISTING WATER VALVE BOXES TO 2.
ON THE TYPICAL SECTION.
MEETING SLOPE REQUIREMENTS LISTED IN NOTE 1
OUTSIDE OF THE PROPOSED PROFILE SHOWN WHILE
SIDEWALK PROFILE SHALL FOLLOW EXISTING GRADE 1.
NOTES:
INV. EL 10.31
OFF 19.98' RT
STA 14+91.56
CONSTRUCT MES
INV. EL 10.34
OFF 19.96' RT
STA 15+06.14
CONSTRUCT MES
WARNING
DETECTABLE
WARNING
DETECTABLE
7
9.73EXIST. R/W¡ SUNSHINE BLVDOF PAVEMENT
PROPOSED EDGE
2.0%
1:161:4 9.7710.12¡ SUNSHINE BLVD11.502.0%12.28EXIST. R/W1:4 ¡ SUNSHINE BLVD1
:410.302.0%
4.4%EXIST. R/W9.7%
(TO REMAIN)
EX. 12" CMP10.309.62EXIST. R/W0.5%9.629.55OF PAVEMENT
PROPOSED EDGE
1:4EXIST. R/W2.0%9.811:16
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.Embankment Regular Exc.
V
Regular Exc.
VAVA
Embankment
A V A
1/16/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\rdxsrd01.dgn1:24:32 PM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
CROSS SECTIONS
CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
11+00.00
11+50.00
20 40 60020 20 40 60020
16
12
8
4
0
16
12
8
4
0
16
12
8
4
0
16
12
8
4
0
16
12
8
4
0
16
12
8
4
0
10+50.00
10+10.00
09+50.00
1"=20' VERT.
SCALE: 1"=20' HORIZ.
1"=20' VERT.
SCALE: 1"=20' HORIZ.THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.2.6
0.0
0.0
0.0
0.0
8.4
14
2
1 2
2.1
2.6
2.2
1.3
0
0 0
2 12
1
0.0
STA. 09+44.59
BEGIN EARTHWORK
0.0£ CONST. S/W£ CONST. S/W£ CONST. S/W£ CONST. S/W£ CONST. S/W£ CONST. S/W09+89.86
DRIVEWAY @
17TH AVE SW
STA. 09+40.38
BEGIN PROJECT
£ CONST. SIDEWALK £ CONST. SIDEWALK
8
11.292.0%14.16EXIST. R/W1
:4¡ SUNSHINE BLVD5:1
2
W/HANDRAIL
GRAVITY WALL
2.0%12.13EXIST. R/W1
:4 ¡ SUNSHINE BLVD5:1
2
W/HANDRAIL
GRAVITY WALL11.12EXIST. R/W¡ SUNSHINE BLVD12"x18" ERCP
2.0%
SIDEWALK
7.3%3.1%10.922.0%EXIST. R/W1
:4 ¡ SUNSHINE BLVD12.28EXIST. R/W¡ SUNSHINE BLVDAPPROACH SLAB14.9011.21EXIST. R/W¡ SUNSHINE BLVD14.75APPROACH SLAB
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.Embankment Regular Exc.
V
Regular Exc.
VAVA
Embankment
A V A
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435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
CROSS SECTIONS
CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
16
12
8
4
0
14+00.00
1"=20' VERT.
SCALE: 1"=20' HORIZ.
1"=20' VERT.
SCALE: 1"=20' HORIZ.
20 40 60020 20 40 60020
16
12
8
4
0
16
12
8
4
0
16
12
8
4
0
16
12
8
4
0
16
12
8
4
0
14+50.00
15+50.00
15+00.00
12+04.24
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.4.5
1.6
2.0
16.1
31.7
43.6
72
0
7
0
1.3
2.1
1.3
9.1
20.4
1.0
494
1 211
13+85.41
2 21
£ CONST. S/W£ CONST. S/W£ CONST. S/W£ CONST. S/W£ CONST. S/W£ CONST. S/W11.0916TH PL SW
£ CONST. SIDEWALK £ CONST. SIDEWALK
9
11.062.0%EXIST. R/W1:4 ¡ SUNSHINE BLVD10.962.0%EXIST. R/W1:4 ¡ SUNSHINE BLVD10.452.0%EXIST. R/W¡ SUNSHINE BLVD1:3010.182.0%EXIST. R/W¡ SUNSHINE BLVD9.962.0%EXIST. R/W1
:4 ¡ SUNSHINE BLVD11.37EXIST. R/W2.0%6.4%1.5%¡ SUNSHINE BLVD12"x18" ERCP
(TO BE REMOVED)
EX. 15" CMP
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.Embankment Regular Exc.
V
Regular Exc.
VAVA
Embankment
A V A
1/16/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\rdxsrd01.dgn1:25:00 PM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
CROSS SECTIONS
CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
17+50.00
18+00.00
1"=20' VERT.
SCALE: 1"=20' HORIZ.
20 40 60020 20 40 60020
16
12
8
4
0
16
12
8
4
0
16
12
8
4
0
16
12
8
4
0
16
12
8
4
0
17+00.0016+00.00
16+50.00
1"=20' VERT.
SCALE: 1"=20' HORIZ.THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.2.6
2.2
1.9
0.0
0.1
15
5
2 5
0
0.7
0.9
1.9
2.5
10.8
0.4
42
1
20
8
16
12
8
4
0
4
0£ CONST. S/W£ CONST. S/W£ CONST. S/W£ CONST. S/W£ CONST. S/W£ CONST. S/W16+27.32
DRIVEWAY @
£ CONST. SIDEWALK £ CONST. SIDEWALK
10
9.502.0%EXIST. R/W¡ SUNSHINE BLVDTHE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.Embankment Regular Exc.
V
Regular Exc.
VAVA
Embankment
A V A
1/16/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\rdxsrd01.dgn1:25:15 PM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
CROSS SECTIONS
CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
2.0%¡ SUNSHINE BLVD2.0%10.30 1"=20' VERT.
SCALE: 1"=20' HORIZ.
20 40 60020 20 40 60020
16
12
8
4
0
16
12
8
4
0
16
12
8
4
0
18+50.00
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.2.3
0.0 0.0
14
4 1
0
STA. 19+00.63
END EARTHWORK £ CONST. S/W18+80.00£ CONST. S/W5.6
05
0
STA. 19+24.72
END PROJECT
£ CONST. SIDEWALK £ CONST. SIDEWALK
11
SAN
SAN
WATER
WATER
WATER
WATER
WATER
W06-03W11-02W16-09PAHEADOM3-ROM3-ROM3-LOM3-LW11-02W16-07PLCOLLIER AREA TRANSITxxxxx Green Blvd STOPSUNSHINE BLVD17TH AVE SW 2510 11
12 13 14 15
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
1/16/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\PLANRD01_EC.DGN1:26:28 PM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
BACK FLOWSAN
SAN
SAN
WATER
WATER
WATER
WATER
W16-07PRW11-02R01-01
W16-08P (2)
W14-02 AHEADW11-02W16-09PR02-01LIMITSPEED25ALLSTREETSSTOP
SUNSHINE BLVDNO OUTLET16TH PL SW15 16 17 18 19 MATCH LINE STA. 15+00.00N10 40
Feet
0
EXIST. R/W
SUNSHINE BLVD
EXIST. R/W
EXIST. R/W
EXIST. DRIVEWAY
EXIST. R/W
£ CONST.
BARRIER (TYP)
INSTALL SEDIMENT
£ CONST.
STA. 19+24.72
END SIDEWALK
END PROJECT
MATCH LINE STA. 15+00.00BARRIER (TYP)
INSTALL SEDIMENT
EROSION CONTROL PLAN
ASPHALT DRIVEWAY
NEW SIDEWALK
LEGEND
ASPHALT DRIVEWAY
STA. 09+44.59
BEGIN SIDEWALK
STA. 09+40.38
BEGIN PROJECT
6-FT APART (TYP)
SEDIMENT BARRIER
DBL. LAYER OF
BARRIER
OF SEDIMENT
DBL. LAYER
BARRIER
OF SEDIMENT
DBL. LAYER CANALGREENBARRIER
TURBIDITY
FLOATING
BARRIER
TURBIDITY
FLOATING
DRIVEWAY
ASPHALT SWAVE17THTHE RIGHT-OF-WAY.
CONTROL EQUIPMENT SHALL REMAIN WITHIN
NOTE: ALL SEDIMENT BARRIERS AND EROSION
THE RIGHT-OF-WAY.
CONTROL EQUIPMENT SHALL REMAIN WITHIN
NOTE: ALL SEDIMENT BARRIERS AND EROSIONSWPL16TH BLVDGREENELECTRIC LINE
23 kV OVERHEAD
ELECTRIC LINE
23 kV OVERHEAD
ELECTRIC LINE
23 kV OVERHEAD
ELECTRIC LINE
23 kV OVERHEAD
ELECTRIC LINE
23 kV OVERHEAD
ELECTRIC LINE
120 V OVERHEAD
ELECTRIC LINE
120 V OVERHEAD
12
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
1/16/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\TCDTRD01.dgn1:27:41 PM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
17TH AVE SWGREEN BLVDSUNSHINE BLVD PRESENTWHEN WORKERSDOUBLEDSPEEDING FINESAHEADWORKROAD400'PRESENT
WHEN WORKERS
DOUBLED
SPEEDING FINES
AHEAD
WORK
ROAD 200'200'100'ROAD WORKEND500'PRESENTWHEN WORKERSDOUBLEDSPEEDING FINESAHEADWORKROAD400'ROAD WORK
END
500'RO A D WORKEN D
500'
PRESENT
WHEN WORKERS
DOUBLED
SPEEDING FINES
AHEAD
WORK
ROAD 400'ROAD WORKEND500'ROAD WORKEND500'ROAD WORK
END
500'PRESENTWHEN WORKERSDOUBLEDSPEEDING FINESAHEADWORKROAD400'
GENERAL NOTES
TEMPORARY TRAFFIC
CONTROL PLAN 100'100'200'100'100'200'
TEMPORARY TRAFFIC CONTROL PHASING NOTES:
PRESENT
WHEN WORKERS
DOUBLED
SPEEDING FINES
AHEAD
WORK
ROAD 400'100'100'200'NN.T.S.
WORK SIGN LAYOUT
8.
7.
6.
5.
4.
3.
2.
1.16TH PL SWACCESSIBLE DURING CONSTRUCTION.
THE DRIVEWAYS AT STA 9+89.86 AND 16+27.32 SHALL REMAIN OPEN AND
WITHIN THE LIMITS OF CONSTRUCTION.
TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES THAT ARE
A TEMPORARY TAPE ON HAND.
ACCEPTABLE BACK-UP PLAN WOULD INCLUDE THE CONTRACTOR CHOOSING TO HAVE
ALLOWED WITHOUT A PLAN TO ACHIEVE RE-OPENING. AN EXAMPLE ON AN
OPERATIONS AS WELL AS THE PRIME CONTRACTOR’S. NO LANE CLOSURE WILL BE
BACK-UP PLAN SHALL INCLUDE ACTIVITIES OF ALL SUBCONTRACTOR’S
FOR ACTIVITIES CRITICAL TO RE-OPENING THE LANES TO TRAFFIC. THE
INVOLVED IN THE LANE CLOSURE. THE PLAN SHALL INCLUDE BACK-UP PLANS
IT IS REQUIRED TO SUBMIT A WRITTEN PLAN, WHICH DETAILS EACH ACTIVITY
VEHICLE TO AID IN MAINTAINING THE CONTROL DEVICES.
MAINTENANCE OF TRAFFIC CONTROL. THE CONTRACTOR SHALL FURNISH A WORK
THE CONTRACTOR’S WORK FORCE WHOSE SOLE RESPONSIBILITY WILL BE THE
BOARDS, etc.). THIS CREW SHALL CONSIST OF AT LEAST THREE MEMBERS OF
REMOVAL OF THE TRAFFIC CONTROL DEVICES (i.e. BARRICADES, SIGNS, ARROW
PROVIDE A DEDICATED CREW FOR THE INSTALLATION, MAINTENANCE AND
CLOSURES.
NOTIFY THE ENGINEER A MINIMUM OF 24 HOURS IN ADVANCE OF ANY LANE
DO NOT CLOSE TWO CONSECUTIVE SIDE STREETS IN ANY GIVEN PHASE.
DETOUR PLAN SHOWN ON SHEET 14.
WHEN BOTH LANES OF SUNSHINE BLVD. NEED TO BE CLOSED, UTILIZE THE
SIDEWALKS.
FDOT STANDARD PLANS INDEX 102-660, PEDESTRIAN CONTROL FOR CLOSURE OF
WORK TO CONNECT PROPOSED SIDEWALK TO EXISTING SIDEWALK SHALL FOLLOW
STANDARD PLANS INDEX 102-603.
IN A ONE-LANE CLOSURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT
WORK WITHIN THE TRAVEL WAY ON A TWO-LANE, TWO-WAY ROADWAY RESULTING
CONSTRUCTION.
MAINTAIN CURRENT POSTED SPEED OF 25 MPH THROUGH WORK ZONE DURING
ACCORDANCE WITH FDOT STANDARD PLANS INDEX 102-605.
WORK NEAR A SIDE STREET INTERSECTION SHALL BE CONSTRUCTED IN
ACCORDANCE WITH FDOT STANDARD PLANS INDEX 102-604.
WORK WITHIN A SIDE STREET INTERSECTION SHALL BE CONSTRUCTED IN
COLLIER COUNTY.
LANE CLOSURES MUST BE COORDINATED WITH AND APPROVED IN ADVANCE BY
WITH FDOT STANDARD PLANS INDICES 102-602 AND 102-603, RESPECTIVELY.
SURFACE INSTALLATION AND STRIPING, SHALL BE CONSTRUCTED IN ACCORDANCE
TRAVEL WAY, INCLUDING SIDEWALK CONSTRUCTION, DETECTABLE WARNING
ALL WORK CLOSER THAN 2 FEET TO THE EDGE OF TRAVEL WAY AND WITHIN THE
WITH FDOT STANDARD PLANS INDEX 102-601.
CONSTRUCTION, GRADING, SODDING AND SIGN INSTALLATION, IN ACCORDANCE
INCLUDING BUT NOT LIMITED TO SILT FENCE PLACEMENT, SIDEWALK
CONSTRUCT ALL WORK, MORE THAN 2 FEET FROM THE EDGE OF TRAVEL WAY,
HAS RETURNED TO AN ACCEPTABLE FLOW AS DETERMINED BY THE ENGINEER.
CAUSING EXTENDED TRAFFIC CONGESTION (5 MINUTE DELAY) UNTIL TRAFFIC
AT THE DISCRETION OF THE ENGINEER, OPEN ANY TEMPORARY LANE CLOSURE
SERVICES IN THE AREA, 24 HOURS IN ADVANCE OF ANY LANE CLOSURES.
NOTIFY ALL LOCAL LAW ENFORCEMENT, FIRE DEPARTMENT AND EMERGENCY
SKETCHES, CALCULATIONS, AND OTHER DATA REQUIRED BY THE ENGINEER.
BEFORE THE START OF THE WORK. SUBMITTAL MATERIAL SHALL INCLUDE
WILL BE SUBMITTED IN WRITING TO THE ENGINEER AND APPROVED 24 HOURS
TRAFFIC CONTROL PLAN, BUT ARE NECESSARY TO CONSTRUCT THE PROJECT,
PROVISIONS FOR TRAFFIC DISRUPTIONS THAT ARE NOT ANTICIPATED IN THE
IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX 102-600 SERIES.
APPROVAL PRIOR TO CONSTRUCTION. ALL TRAFFIC CONTROL SHALL BE PROVIDED
DETERMINE INTENDED SEQUENCING PLAN AND SUBMIT TO COLLIER COUNTY FOR
INDEX 102-625.
OPEN TRAVEL LANES, THE CONTRACTOR SHALL UTILIZE FDOT STANDARD PLANS
WHENEVER CONSTRUCTION EQUIPMENT IS BEING DRIVEN OR TRANSPORTED ON
5.
4.
3.
2.
1.
11.
10.
9.
8.
7.
6.
13
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
2/5/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\TCDTRD01.dgn3:06:33 PM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
GREEN BLVD
SANTA BARBARA BLVDLOGAN BLVD NGOLDEN GATE PKWY
SITE
PROJECT
17TH AVE SW
16TH PL SW
DETOUR M4-8 DETOUR M4-8DETOURM4-8
DETOUR
DETOUR M4-8
N
DETOUR
DURING
DETOUR
DAY OF
PORTABLE CHANGEABLE MESSAGE SIGN DETAIL
MESSAGE 1
MESSAGE 2 DETOUR
FOLLOW
TO CLOSE
BLVD
SSHINE
TO CLOSE
BLVD
SSHINE
CLOSED
BLVD
SSHINE
MM/DD MM/DD
BLVDCOLLIER0.9 MI
0.9 MI
1.1 MI0.9 MISIGN (B)SIGN (C)SIGN (D)SIGN (E)SIGN (F)
DETOUR
END
M4-8a
TO
ROAD CLOSED
THRU TRAFFIC
M5-1R M5-1LM6-3BLVDSUNSHINESIGN (A)
(A) - 2
(A) - 2
TYPE III BARRICADE
R11-4 MOUNTED TO
(B) (F)
(B) (F)
(D)
(E)(C)
(C)
(C)(C)
(C)
(C)
(C)(C)
(D)
(E)
(E)
(D)
(D)
(E)
BLVD TO PREPARE FOR PEDESTRIAN BRIDGE INSTALLATION.
PURPOSE: CLOSE NORTHBOUND AND SOUTHBOUND LANES OF SUNSHINE
N.T.S.
DETOUR PLAN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN (PCMS)
GROUND-MOUNTED DETOUR SIGN
DETOUR LEGEND
PCMS
PCMS
(PCMS)
OPTIONAL DETOUR PLAN
TEMP. TRAFFIC CONTROL PLAN
TO DETOUR
PRIOR
14 DAYS
CLOSED
SIDEWALK
SIGN (G)
R9-09(G)(G)
14
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
1/16/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\SUMQRD01.dgn1:29:10 PM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES
LOCATION
SIDE ID
AREA
BARRIER
SEDIMENT
BARRIER
TURBIDITY
FLOATING
DEVICE
PREVENTION
TRACKING
SOIL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.
0104 10 3 0104 11 0104 15
LF LF EA
P F P F P F
RT
LT
RT
RT
RT
PLAN TOTAL:
FINAL TOTAL:-
SUMMARY OF LUMP SUM ITEMS
NO.
PAY ITEM PAY ITEM DESCRIPTION
QUANTITY
NOTES
DESIGN
REMARKS
CONSTRUCTION
P F
0101-1 MOBILIZATION 1
--
SQ-1
SUMMARY OF QUANTITIES
0102-1 1
1
1MAINTENANCE OF TRAFFIC
to09+40.38 09+78.61
LT
LT/RT 305.6
585.6
237.2
195.7
262.9
50.4
76.5
to10+10.61 10+61.02
to10+00.61 10+70.14
to11+02.55 12+50.13
to13+18.82 19+00.63
to13+31.83 14+88.53
to15+09.18 15+95.35
to16+67.02 18+89.54
RT/LT 83.3
1849
SUMMARY OF LITTER REMOVAL AND MOWING
PHASE
CONST.
LOCATION
SIDE (DAYS)
DURATION
(DAYS)
FREQUENCY
LITTER REMOVAL MOWING
NOTES
DESIGN
REMARKS
CONSTRUCTION
0107 1 0107 2
ID
AREA CYCLES
AREA
ID
AREA CYCLES
AREA
STA. TO STA.
CYCLE
AC/TOTAL (AC)
CYCLE
AC/TOTAL (AC)
P F P F
1 TO LT & RT 60 30 1.105 2.211 2 0.574 1.148
SUB-TOTAL:SUB-TOTAL:
29+40.38 19+00.63
2.21 1.15
12+60
13+10
69.6
83.9
RTto18+74.89 19+00.63 51.3
2154
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
1/16/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\SUMQRD01.dgn1:30:30 PM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
NO.
ITEM
PAY
PAY ITEM DESCRIPTION
LOCATION
SIDE
ID
AREA LENGTH WIDTH (IF LUMP SUM)
UNITS
SECONDARY
QUANTITY TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.AREA (AC)P F P F
110-1-1 CLEARING & GRUBBING
-
SQ-2
SUMMARY OF QUANTITIES
SUMMARY OF EARTHWORK
NO.
PAY ITEM PAY ITEM DESCRIPTION
CY
NOTES
DESIGN
REMARKS
CONSTRUCTION
P F
120-1
to10+00.00 19+00.63
to9+44.59 9+74.05 RT
120-6
-
REGULAR EXCAVATION
EMBANKMENT
48.5
RT/LT
165.5
0.31
16110-4-10 REMOVAL OF EXISTING CONCRETE
LOCATION
NOTES
DESIGN
REMARKS
CONSTRUCTION
LS LS
P F P F
SUMMARY OF MONITOR EXISTING STRUCTURES
ADDRESS AND/OR STA.
0108 2 0108 3USAGE
STRUCTURE
LS
P F
MONITORING
SETTLEMENT
INSPECTION &
0108 1
MONITORING
VIBRATION
MONITORING
GROUNDWATER
IN ARTICLE 108-2.
ALL-INCLUSIVE AND DOES NOT CONTAIN EXISTING STRUCTURES TO BE MONITORED THAT ARE LOCATED WITHIN THE DISTANCES SPECIFIED
ARTICLE 108-2 OF THE FDOT SPECIFICATIONS THAT ARE REQUIRED TO BE MONITORED. THIS LIST SHOULD NOT BE CONSIDERED
THIS LIST INCLUDES EXISTING STRUCTURES (AS DETERMINED BY THE DEPARTMENT) LOCATED OUTSIDE THE LIMITS SPECIFIED IN
NO.
SITE
3
1
2
4661 17th Avenue SW
X
X
X
X
X
X4701 17th Avenue SW
1675 Sunshine Blvd
RESIDENCE
RESIDENCE
APTS
TOTAL:1 1
PILE DRIVING
PILE DRIVING
PILE DRIVING
4 X X PILE DRIVINGExisting Bridge No. 034105 BRIDGE
SUMMARY OF CLEARING AND GRUBBING & REMOVAL ITEMS
UNIT
SY
AC
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
1/22/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\SUMQRD01.dgn4:23:28 PM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
SQ-3
SUMMARY OF QUANTITIES
SUMMARY OF PAVEMENT
NO.
PAY ITEM PAY ITEM DESCRIPTION
LOCATION
SIDE ID
AREA UNIT
QUANTITY TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.DESCRIPTION
P F P F
LT/RT SY
to
DRIVEWAY 70.2
DRIVEWAY LT/RT SY
09+78.61 to 10+00.61
16+15.58 16+39.06
SUMMARY OF RAILING
LOCATION
SIDE NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.
LF
P F
TO LT 33.2
SUB-TOTAL:
TOTAL:
SUMMARY OF WALLS
NO.
PAY ITEM PAY ITEM DESCRIPTION
LOCATION
SIDE UNIT
QUANTITY TOTAL
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.P F P F
GRAVITY WALL
400-0-11 CLASS NS CONCRETE TO 11+98.16 LT CY 4.3 4.3
TO LT CY 10.4 10.413+91.49
11+65.00
14+60.00
11+65.00 11+98.16
13+91.49 TO 14+60.00 LT 68.5
102
102
SUMMARY OF SIDE DRAIN & MITERED END SECTIONS
LOCATION PIPE LENGTH - LF MES-EA
NOTES
DESIGN
REMARKS
CONSTRUCTION
STA. TO STA.SIDE
BACK AHEAD ROUND OTHER ROUND OTHER
OFFSET ¥OFFSET ¥18"24"15"18"24"15"
RT 19.98'10.29 19.97'10.30 10 2
RT 22.78'22.10'
SUB-TOTAL:47 4
TOTAL:
PLAN 47 4
FINAL TOTAL:
14+92.09 15+05.61
16+08.39 16+54.81 9.35 9.21 37 2
BICYCLE RAIL
PEDESTRIAN/
515-2-211
16+39.06to16+15.58
09+78.61 to 10+00.61 DRIVEWAY
DRIVEWAY
LT/RT
LT/RT
SY
SY
67.0 204
0334 1 52
16+39.06to16+15.58
09+78.61 to 10+00.61 DRIVEWAY
DRIVEWAY
LT/RT
LT/RT
TN
TN
5.29
8.67
14.0
0285-702
0160-4 TYPE B STABILIZATION
TYPE B STABILIZATION
OBG-2
OBG-2
142.7
213
137.0
to
to
FINAL TOTAL:
PLAN TOTAL:14.7
--
SUPERPAVE ASPH CONC, TRAF B, PG76-22
SUPERPAVE ASPH CONC, TRAF B, PG76-22
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.CERTIFICATE OF AUTHORIZATION NO. 000072
NAPLES, FL 34108
5801 PELICAN BAY BLVD., SUITE 505
P.E. LICENSE NO. 54015
KAREN E. FALKENBERRY, P.E.
1/22/2019kfalkenb c:\pw_workdir\den003\ch2mhill_kfalkenb\d0156521\SUMQRD01.dgn4:23:44 PM
435030-1-58-01 COLLIER
ROAD NO.FINANCIAL PROJECT IDCOUNTY
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETCOLLIER COUNTY
GROWTH MANAGEMENT DEPARTMENT
SUMMARY OF PERFORMANCE TURF
LOCATION
SIDE ID
AREA LENGTH WIDTH
TURF
PERFORMANCE
TURF (SOD)
PERFORMANCE
NOTES
DESIGN
REMARKS
CONSTRUCTION0570 1 1 0570 1 2
STA. TO STA.
SY SY
P F P F
to LT
RT
LT/RT
RT
LT
RT
RT
SUB-TOTAL:
-
-
-
-
-
-
-
150.0
282.9
117.1
163.7
10+00.00 10+67.63
to10+00.00 10+63.85
to11+04.94 12+38.48
to13+31.82 14+95.85
to13+31.82 19+00.63
to15+01.85 16+15.58
to16+39.06 18+89.54
33.0
25.5
156.2
to LT
RT
-
-
09+40.60 09+78.09
to09+40.75 09+70.56
35.5
10.8
1002
18+74.89 to 19+00.63 RT -27.3
SUMMARY OF QUANTITIES
SQ-4
SUMMARY OF SIDEWALK & DETECTABLE WARNINGS
LOCATION
SIDE ID
AREA LENGTH WIDTH
6"
CONC SIDEWALK
WARNINGS
DETECTABLE
NOTES
DESIGN
REMARKS
CONSTRUCTION0522 2 0527 2
STA. TO STA.
SY SF
P F P F
to RT
to RT
to RT 151.1
to
to RT
RT
RT
RT
RT
RT
RT GREEN BLVD
SUB-TOTAL:
TOTAL:
10+00.61
11+04.51 11+94.24
13+95.41 16+15.58
16+39.06 19+00.63
14+95.85 14+95.85
SIDEWALK
SIDEWALK
SIDEWALK
SIDEWALK
10+67.42
11+04.51
14+95.85
16+15.58
16+39.06
18+89.54
16TH PL SW
SIDEWALK TO CROSSING AT
APARTMENT COMPLEX
APARTMENT COMPLEX
-
-
-
-
-
511.1
511
40.9
6.1
10+67.62
66.3
184.3
10.1
7.1
6.0
6.0
6.0
2.0
2.0
2.0
2.0
2.0
2.0
20.2
14.1
12.0
12.0
12.0
12.2
-
-
-
-
-
-
to09+44.59 RT SIDEWALK-19.2
RT
09+76.89
21.1
17TH AVE SW
17TH AVE SW
16TH PL SW
to SIDEWALK-to -to18+59.45 19+00.63 -LT 28.2
RT10+59.14 5.32.0 10.5-17TH AVE SW
RT10+66.57 5.82.0 11.6-17TH AVE SW
RT14+93.57 5.42.0 10.7-16TH PL SW
RT15+43.35 5.82.0 11.6-16TH PL SW
RT GREEN BLVD18+87.43 6.82.0 13.6-
140.5
141
10/30/20179:36:43 AMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
11/01/17 CONTROL THROUGH WORK ZONES
GENERAL INFORMATION FOR TRAFFIC
102-600 1 12
SHEET CONTENTS
1
2
Definitions
Temporary Traffic Control Devices
Pedestrian and Bicyclist
Overhead Work
Railroads
Sight Distance
Above Ground Hazard
3
Clear Zone Widths For Work Zones
Superelevation
Length Of Lane Closures
Overweight/Oversize Vehicles
Lane Widths
High-Visibility Safety Apparel
Regulatory Speeds In Work Zones
4
Flagger Control
Survey Work Zones
Signs
5 Work Zone Sign Supports
6 Project Information Sign
7 Commonly Used Warning and Regulatory Signs In Work Zones
8
Manholes/Crosswalks/Joints
Truck Mounted Attenuators
Removing Pavement Markings
Signals
Portable Changeable (Variable) Message Signs (PCMS)
Advanced Warning Arrow Boards
9 Drop-Offs In Work Zones
10
Business Entrance
Temporary Asphalt Separator
11
12 Pavement Markings
Channelizing Devices
Channelizing Devices Consistency
General Notes
GENERAL NOTES:
Channelizing Devices Notes
Temporary Barrier Notes
shall comply with Section 335.15, F.S.
3. Except for emergencies, any road closure on State Highway System
criteria for any changes and document the reason for the change.
channelizing devices. Comply with MUTCD or applicable Department
Flaggers, portable temporary signals, signs, pavement markings, and
and approved by the Engineer. Devices include, but are not limited to,
or number thereof as recommended by the Worksite Traffic Supervisor
applications of commonly encountered situations. Adjust device location
2. Indexes 102-601 through 102-670 are Department-specific typical
provided in the MUTCD.
jurisdiction may adopt requirements based on the minimum requirements
off the State Highway System, the local agency (City/County) having
volume nature of State Highways. For highways, roads and streets
System. Certain requirements in this Index are based on the high
and utility work on highways, roads and streets on the State Highway
control in work zones, for construction and maintenance operations
preparation of traffic control plans and for the execution of traffic
specific to the Federal and State guidelines and standards for the
plan and Department-approved procedures. This Index contains information
traffic control plan. All work shall be executed under the established
1. All projects and works on highways, roads and streets shall have a
10/30/20179:36:43 AMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
11/01/17 CONTROL THROUGH WORK ZONES
GENERAL INFORMATION FOR TRAFFIC
102-600 2 12
DEFINITIONS OVERHEAD WORK
TEMPORARY TRAFFIC CONTROL DEVICES
PEDESTRIAN AND BICYCLIST
SIGHT DISTANCE
RAILROADS
Regulatory Speed (In Work Zones)
Advisory Speed
Travel Way
Detour, Lane Shift, and Diversion
Aboveground Hazard
LANE CLOSURE)
OPTION 1 (OVERHEAD WORK USING A MODIFIED
TRAFFIC LANE)
OPTION 2 (OVERHEAD WORK ABOVE AN OPEN
TRAFFIC LANE)
OPTION 3 (OVERHEAD WORK ADJACENT TO AN OPEN
NO ENCROACHMENT BELOW THE OVERHEAD WORK AREA)
OPTION 4 (OVERHEAD WORK MAINTAINING TRAFFIC WITH
TRAFFIC LANE)
OPTION 5 (CONDUCTOR/CABLE PULLING ABOVE AN OPEN
similar features.
lengths, crash cushion requirements, marker spacings, superelevation and other
lengths, departure rates, flare rates, lengths of need, clear zone widths, taper
plans. This speed should be used as the minimum design speed to determine runout
regulatory speed limit signs. The work zone speed must be shown or noted in the
The maximum permitted travel speed posted for the work zone is indicated by the
The maximum recommended travel speed through a curve or a hazardous area.
within the limits of the right of way.
traffic onto a temporary roadway, usually adjacent to the permanent roadway and
different section of the permanent pavement. A diversion is the redirection of
temporary traffic control zone. A lane shift is the redirection of traffic onto a
A detour is the redirection of traffic onto another roadway to bypass the
options is used:
Work is only allowed over a traffic lane when one of the following
through traffic.
separate speed change, turning, passing and climbing maneuvers from
Auxiliary Lane: The designated widths of roadway pavement marked to b.
other traffic lanes.
through traffic and to separate it from opposing traffic or traffic occupying
Travel Lane: The designated widths of roadway pavement marked to carry a.
movement of vehicular traffic.
any other permanent or temporary surface intended for use as a lane for the
through work zones, travel way may include the temporary use of shoulders and
The portion of the roadway for the movement of vehicles. For traffic control
flagmen and/or a traffic control officer.
Volume or complexity of the roadway may dictate additional devices, signs, g.
closing the lane using a minimum 100 foot taper.
Traffic control devices are placed in advance of the vehicle/equipment f.
lane.
Aerial lift equipment is placed directly below the work area to close the e.
oscillating, or strobe lights operating.
Aerial lift equipment in the work area has high-intensity, rotating, flashing, d.
Speed limit is 45 mph or less.c.
Work operations are 60 minutes or less.b.
limited to signals, signs, lighting and utilities.
Work operation is located in a signalized intersection and a.
conditions are met:
Overhead work using a modified lane closure is allowed if all of the following
greater clearance. The greater clearance required prevails as the rule.
Other Governmental Agencies, Rail facilities, or Codes may require a h.
other objects from falling into open lanes of traffic.
Adequate precautions are taken to prevent parts, tools, equipment and g.
signs, flagmen and/or a traffic control officer.
Volume or complexity of the roadway may dictate additional devices, f.
flashing, oscillating, or strobe lights operating.
Aerial lift equipment in the work area has high-intensity, rotating, e.
18 feet high.
within an area bounded by 2 feet outside the edge of travel way and
No encroachment by any part of the work activities and equipment d.
Speed limit is 45 mph or less.c.
Work operations are 60 minutes or less.b.
their appurtenances.
Work operation is located on a utility pole, light pole, signal pole, or a.
conditions are met:
Overhead work above a open traffic lane is allowed if all of the following
locations, signal timing, etc.
traffic volumes, distance from the tracks to the intersections, lane closure or taper
controls to reduce queuing on the tracks. The evaluation should include as a minimum:
Railroad crossings affected by a construction project should be evaluated for traffic
Construction equipment and materials shall not restrict intersection sight distance.
the road user to perceive potential conflicts and to traverse the intersection safely.
Intersections: Traffic control devices at intersections must provide sight distances for
curves.
advance of the view obstruction. The beginning of tapers should not be hidden behind
problem (e.g., a sharp vertical or horizontal curve), the taper should begin well in
Tapers: Transition tapers should be obvious to drivers. If restricted sight distance is a
appropriate signs.
Advanced notification of sidewalk closures and marked detours shall be provided by
temporary traffic control zone pedestrian walkway.
Only approved pedestrian longitudinal channelizing devices may be used to delineate a
zone, accommodation must be maintained and provision for the disabled must be provided.
When an existing pedestrian way or bicycle way is located within a traffic control work
meet breakaway requirements.
anything that is greater than 4" in height and is firm and unyielding or doesn't
the clear zone which does not meet the Department's safety criteria, i.e.,
control devices that encroaches upon the travel way or that is located within
An aboveground hazard is any object, material or equipment other than traffic
greater clearance. The greater clearance required prevails as the rule.
Other Governmental Agencies, Rail facilities, or Codes may require a h.
other objects from falling into open lanes of traffic.
Adequate precautions are taken to prevent parts, tools, equipment and g.
signs, flagmen and/or a traffic control officer.
Volume or complexity of the roadway may dictate additional devices, f.
flashing, oscillating, or strobe lights operating.
Aerial lift equipment in the work area has high-intensity, rotating, e.
for work operations of 60 minutes or less).
and equipment over the open traffic lane (except as allowed in Option 2
Above 18' in height, no encroachment by any part of the work activities
2 foot from the edge of travel way up to 18' height.
No encroachment by any part of the work activities and equipment within d.
Speed limit is 45 mph or less.c.
Work operations are 1 day or less.b.
appurtenances.
Work operation is located on a utility pole, light pole, signal pole, or their a.
following conditions are met:
Overhead work adjacent to an open traffic lane is allowed if all of the
ABOVEGROUND HAZARD
on the regulatory speed posted during construction.
For aboveground hazards within a work zone the clear zone required should be based
a barrier or crash cushion.
hazard must be stored/placed outside the travel way and clear zone or be shielded by
nonworking hours, all objects, materials and equipment that constitute an aboveground
hours and treated with appropriate work zone traffic control procedures. During
Aboveground hazards (see definitions) are to be considered work areas during working
e. Structure demolition.
d. Railing construction located at edge of deck.
c. Concrete placement.
b. Form and falsework placement and removal.
a. Beam, girder, segment, and bent/pier cap placement.
to, but not limited to, the following construction activities:
appropriate index drawing or detailed in the plans. This option applies
area directly below the overhead work operations in accordance with the
Traffic shall be detoured, shifted, diverted or paced as to not encroach in the
officer and police vehicle with blue lights flashing during the pulling operation.
"Overhead Work Ahead" and "Be Prepared to Stop" followed by a traffic control
Changeable Message Sign upstream of the work area with alternating messages,
During pulling operations, advance warning consisting of no less than a b.
across the roadway.
The temporary traffic control set up for the initial pulling of the pull rope a.
required. The temporary traffic control plan shall include:
On Limited Access facilities, a site specific temporary traffic control plan is
conductors/cables at no time fall below the minimum vertical clearance.
the travel way. The utility shall take precautions to ensure that pull ropes and
activities, materials or equipment within the minimal vertical clearance above
over open lane(s) of traffic with no encroachment by any part of the work
Continuous pulling operations of secured cable and/or conductors are allowed
temporary traffic control plan.
tension shall be done in accordance with the appropriate Index or
Overhead cable and/or de-energized conductor installations initial pull to proper
when not in use.
outside the travel way and clear zone or be shielded by a barrier or crash cushion
with a channelizing device placed at each corner when in use and shall be moved
Portable Regulatory Signs, and any other trailer mounted device shall be delineated
Arrow Boards, Portable Changeable Message Signs, Radar Speed Display Trailer,
or covered.
temporary traffic control devices that are no longer appropriate shall be removed
they are no longer needed. When work is suspended for short periods of time,
All temporary traffic control devices shall be removed as soon as practical when
the device in a readily visible location.
Products List (APL). Ensure the appropriate APL number is permanently marked on
All temporary traffic control devices shall be ON the Department's Approved
10/30/20179:36:44 AMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
11/01/17 CONTROL THROUGH WORK ZONES
GENERAL INFORMATION FOR TRAFFIC
102-600 3 12
CLEAR ZONE WIDTHS FOR WORK ZONES
CLEAR ZONE WIDTHS FOR WORK ZONES
SUPERELEVATION
LENGTH OF LANE CLOSURES
LANE WIDTHS
OVERWEIGHT/OVERSIZE VEHICLES
NORMAL CROWN
MINIMUM RADII FOR
(MPH)
WORK ZONE SPEED
(feet)
SINGLE LANE RAMPS
AUXILIARY LANES &
MINIMUM RADIUS
(feet)
MULTILANE RAMPS
TRAVEL LANES &
the minimum radii that can be applied are listed in the table below.
radii. Under conditions where normal crown controls curvature,
control should have the required superelevation applied to the design
Horizontal curves constructed in conjunction with work zone traffic
immediately.
to normal service the State Permits Office shall be notified
weight) and restriction time frames. When the roadway is restored
provided shall include location, type of restriction (height, width or
impact the flow of overweight/oversized vehicles. Information
advance of implementing a maintenance of traffic plan which will
Office, phone no. (850) 410-5777, at least seven calendar days in
shall notify the Engineer who in turn shall notify the State Permits
impact the movement of over dimensioned loads. The Contractor
Restrictions to Lane Widths, Heights or Load Capacity can greatly
facilities.
Highway Administration; 11' for freeways; and 10' for all other
lane provided in each direction, unless formally excepted by the Federal
travel lanes shall be as follows: 11' for Interstate with at least one 12'
zone travel ways wherever practical. The minimum widths for work zone
Lane widths of through roadways should be maintained through work
MPH feet
65
60
55
50
45
40
35
30 430
610
820
1080
1390
1840
2400
3130
Radii is Used
Superelevate When Smaller
OF CURB
4' BEHIND FACE
OF CURB
4' BEHIND FACE
CURB & GUTTER
ALL SPEEDS
10
10
14
14
18
24
30 1860-70
55
45-50
30-40
HIGH-VISIBILITY SAFETY APPAREL
REGULATORY SPEEDS IN WORK ZONES
POSTED SPEED
WORK ZONE
Chapter 10.
For additional information, refer to the Plans Preparation Manual, Volume I,
for which the advisory speed is required.
plates cannot be used alone but must be placed below the construction warning sign
regulatory speed specified in the plans when deemed necessary. Advisory speed
of the field engineer for temporary use while processing a request to change the
provisions of F.S. 316.07451(2) (b). Advisory Speed plates will be used at the option
issue regulations for regulatory speeds in work zones due to the revised
Engineer (DTOE) to investigate the need. It will not be necessary for the DTOE to
posted speed, or, the engineer may request the District Traffic Operations
Department, a signed and sealed study to justify the need for further reducing the
TCP the contractor may submit to the project engineer for approval by the
When field conditions warrant speed reductions different from those shown in the
speed signs are to be placed at a maximum of 1000' apart.
are examples of proper placement. For urban situations (non-interstate), additional
signs. Locating these signs beyond ramp entrances and beyond major intersections
mile intervals. Engineering judgement should be used in placement of the additional
interstate, additional regulatory speed signs are to be placed at no more than 1
exist for greater than 1 mile in rural areas (non-interstate) and on rural or urban
existing regulatory speed signs. For projects where the reduced speed conditions
supplementing the existing signs when the construction work zone is between
If the existing regulatory speed is to be used, consideration should be given to
should be posted to give the motorist notice that normal speed can be resumed.
the entire project. At the departure of such activities, the normal highway speed
proximity to those activities which merit a reduced speed, and not "blanketed" for
On projects with interspaced work activities, speed reductions should be located in
go back into effect unless new speed limit signing is provided for in the plans.
are removed, the regulatory speed existing prior to construction will automatically
requiring the reduced speed no longer exist. Once the work zone regulatory speeds
Temporary regulatory speed signs shall be removed as soon as the conditions
mph per 500' increments.
speed reduction greater than 10 mph is imposed, the reduction is to be done in 10
and never below the minimum statutory speed for the class of facility. When a
regulatory speed should not be reduced more than 10 mph below the posted speed
through the work zone as close as to normal highway speed as possible. The
In general, the regulatory speed should be established to route vehicles safely
established through each phase.
speed if no reduction is to be made. Regulatory speeds are to be uniformly
speed. The speed shall be noted in the TCPs; this includes indicating the existing
speeds for each phase of work. This can either be the posted speed or a reduced
Traffic Control Plans (TCP's) for all projects must include specific regulatory
Volume I, Chapter 4.
widths are to conform with the distances to canals as described in the PPM,
other than for roadside canals; where roadside canals are present, clear zone
below gives clear zone widths in work zones for medians and roadside conditions
construction, extending outward from the edge of the traffic lane. The table
The term 'clear zone' describes the unobstructed relatively flat area, impacted by
For nighttime activities, Flaggers shall wear ANSI/ISEA Class 3 apparel.
FLAGGERS: For daytime activities, Flaggers shall wear ANSI/ISEA Class 2 apparel.
ANSI, etc., the other standards for apparel may prevail.
wear apparel that is inconsistent with FDOT requirements such as NFPA, OSHA,
UTILITIES: When other industry apparel safety standards require utility workers to
safety apparel.
Workers inside the bucket of a bucket truck are not required to wear high-visibility
become entangled during operation shall wear fitted high-visibility safety apparel.
apparel. Workers operating machinery or equipment in which loose clothing could
WORKERS: All workers within the right-of-way shall wear ANSI/ISEA Class 2
apparel that is not visible at 1,000 feet.
1,000 feet. Class 3 apparel may be substituted for Class 2 apparel. Replace
fluorescent version of these colors, and shall be visible at a minimum distance of
retroreflective material shall be orange, yellow, white, silver, yellow-green, or a
orange-red or fluorescent yellow-green as defined by the standard. The
newer. The apparel background (outer) material color shall be either fluorescent
(ANSI) for "High-Visibility Safety Apparel", and labeled as ANSI/ISEA 107-2004 or
Safety Equipment Association (ISEA) and the American National Standards Institute
All high-visibility safety apparel shall meet the requirements of the International
409070
2. 2 miles for all other operations.
1. 3 miles for ground-in rumble strip operations on two-lane, two-way roadways.
with a posted speed of 55 MPH or greater:
space and work space) in any given direction on the interstate or on state highways
Lane closures must not exceed the following total lengths (includes taper, buffer
10/30/20179:36:44 AMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
11/01/17 CONTROL THROUGH WORK ZONES
GENERAL INFORMATION FOR TRAFFIC
102-600 4 12
FLAGGER CONTROL
SURVEY WORK ZONES
Hand-Signaling Devices
Flagger Stations
or Shared Left Turn Lanes
Survey Between Active Traffic Lanes
background.
Flagger's high-visibility safety apparel and equipment and the work area
site. Flaggers shall be positioned to maintain maximum color contrast between the
permit traffic to reduce speed or to stop as required before entering the work
to permit proper response by the motorist to the flagging instructions, and to
The flagger must be clearly visible to approaching traffic for a distance sufficient
WORKERS symbol or legend sign.
Where flaggers are used, a FLAGGER symbol or legend sign must replace the
work space. When used at nighttime, the flagger station shall be illuminated.
approaching road users will have sufficient distance to stop before entering the
Flagger stations shall be located far enough in advance of the work space so that
conditions when the Survey Work Zone includes intersections.
provisions must be adjusted by the Party Chief to fit roadway and traffic
The following provisions apply to Main Roadway Traffic Control Work Zones. These
the flow of traffic.
equipment, and up to 50' intervals for at least 200' in both directions towards
to protect the backsight tripod and/or instrument. Cones shall be placed at the
Horizontal Control-With traffic flow in opposite directions, cones shall be used (D)
equipment, and up to 50' intervals for at least 200' towards the flow of traffic.
to protect the backsight tripod and/or instrument. Cones shall be placed at the
Horizontal Control-With traffic flow in the same direction, cones shall be used (C)
intervals along the break line throughout the work zone.
protect prism holder and flagger(s). Cones, if used, may be placed at up to 50'
Elevation Surveys-Cones may be used at the discretion of the Party Chief to (B)
Sign sequence as the second most immediate sign from the work area.
A STAY IN YOUR LANE (MOT-1-06) sign shall be added to the Advance Warning (A)
SIGN MATERIALS
INTERSECTING ROAD SIGNING
ADJOINING AND/OR OVERLAPPING WORK ZONE SIGNING
SIGN COVERING AND INTERMITTENT WORK STOPPAGE SIGNING
PROJECT INFORMATION SIGN
END ROAD WORK SIGN
GROOVED PAVEMENT AHEAD SIGN
LENGTH OF ROAD WORK SIGN
UTILITY WORK AHEAD SIGN
EXTENDED DISTANCE ADVANCE WARNING SIGN
SIGNING FOR DETOURS, LANE SHIFTS AND DIVERSIONS
highway.
AHEAD or the ROAD WORK XX FT (W20-1) sign for utility operations on or adjacent to a
The UTILITY WORK AHEAD (W21-7) sign may be used as an alternate to the ROAD WORK
The Project information sign shall be installed when called for in the plans.
SPEEDING FINES DOUBLED WHEN WORKERS PRESENT SIGN
Sign covers are incidental to work operations and are not paid for separately.
movement.
coverings shall be the same size as the sign it is covering, and bolted in a manner to prevent
Sign blanks or other available coverings must completely cover the existing sign. Rigid sign
with intended travel paths shall be removed or fully covered.
Existing or temporary traffic control signs that are no longer applicable or are inconsistent
signed as a lane shift.
should be used for the advanced warning for a lane shift. A diversion should be
determine how to return to the original roadway. The reverse curve (W1-4) warning sign
Detours should be signed clearly over their entire length so that motorists can easily
vehicle speed is generally in the higher range (45 MPH or more).
any type roadway, but particularly be considered on multilane divided highways where
their vehicle to a stop. Extended distance Advanced Warning Signs may be required on
limited sight distance or the nature of the obstruction may require a motorist to bring
Advance Warning Signs shall be used at extended distance of one-half mile or more when
points.
should be rounded up to the nearest mile. The sign shall be located at begin construction
required for all projects of more than 2 miles in length. The number of miles entered
The length of road work sign (G20-1) bearing the legend ROAD WORK NEXT_____ MILES is
whichever is less.
should be 500 feet beyond the ROAD WORK AHEAD sign or midway to the next sign
projects, but may be omitted if the work operation is less than 1 day. The placement
The SPEEDING FINES DOUBLED WHEN WORKERS PRESENT sign should be installed on all
Index 102-600, ADJOINING AND/OR OVERLAPPING WORK ZONE SIGNING.
within 1 mile this sign should be omitted and signing coordinated in accordance with
is called for in the plans. When other Construction or Maintenance Operations occur
500 feet beyond the end of a construction or maintenance project unless other distance
where the work operation is less than 1 day. The sign should be placed approximately
The END ROAD WORK sign (G20-2) should be installed on all projects, but may be omitted
highway construction projects.
and/or permitted work; and, between unit controlled maintenance works and
maintenance works; between routine maintenance work, unscheduled work
The Unit Maintenance Engineer will resolve conflicts that occur within routine (D)
conflicts within scheduled maintenance operations.
The District Maintenance Engineer will resolve anticipated and occurring (C)
progress projects under adjoining residencies.
under his residency, and, by the District Construction Engineer for in
construction projects will be resolved by the Resident Engineer for projects
Unanticipated conflicts arising between adjoining in progress highway (B)
projects and coordination of plans on concurrent projects.
project traffic control plan. This may entail revision of plans on preceding
will resolve anticipated work zone conflicts during the development of the
For scheduled projects the engineer in responsible charge of project design (A)
procedure applied:
part of the traveling public as to the intended travel way by the traffic control
to avoid conflicts and prevent conditions that could lead to misunderstanding on the
conflicts occur or are likely to occur, one of the following methods will be employed
cases other areas within their traffic control zones. Where such restraints or
signs and other traffic control devices in their advance warning areas or in some
Adjoining work zones may not have sufficient spacing for standard placement of
the GROOVED PAVEMENT AHEAD sign.
grooved surface open to traffic. The W8-15P placard shall be used in conjuction with
The GROOVED PAVEMENT AHEAD sign is required 500 feet in advance of a milled or
SIGNS
sign on the side street entering the work zone.
conditions. When Work operations exceed 60 minutes, place the ROAD WORK AHEAD
intersecting crossroads shall be adequate to make drivers aware of work zone
Signing for the control of traffic entering and leaving work zones by way of
be used at night.
Flashlight, lantern or other lighted signal that will display a red warning light shall
nighttime, flags shall be retroreflectorized red.
fastened to a staff that is approximately 36 inches in length. When used at
minimum of 24 inches square, made of a good grade of red material, and securely
there is opposing traffic in the adjacent lanes. Flags, when used, shall be a
the centerline or shared left turn lanes where two (2) flaggers are required and
Flag use is limited to immediate emergencies, intersections, and when working on
used at night-time, the STOP/SLOW paddle shall be retroreflectorized.
background of the SLOW face shall be orange with black letters and border. When
background of the STOP face shall be red with white letters and border. The
6 inches high and should be fabricated from light semirigid material. The
than 6 ft. STOP/SLOW paddles shall be at least 24 inches wide with letters at least
of the paddle to the end of the staff that rests on the ground, must not be less
placed on a rigid staff, the minimum length of the staff, measured from the bottom
shall have an octagonal shape on a rigid handle. If the STOP/SLOW paddle is
STOP/SLOW paddles are the primary hand-signaling device. The STOP/SLOW paddle
drawing for the sign stand to which they are attached.
Rigid or Lightweight sign panels may be used in accordance with the vendor APL
in the Indexes.
may be used for daylight or night operations not to exceed 1 day except as noted
Retroreflective vinyl signs meeting the requirements of Specification Section 994
Specifications Section 994.
operations. Non-retroreflectice vinyl signs must meet the requirements of
Mesh signs and non-retroreflectice vinyl signs may only be used for daylight
omitted.
the END ROAD WORK sign as called for on certain 102 Series of Indexes should be
When Traffic Control Through Work Zones is being used for survey purposes only,
Party Chief.
the ROAD WORK AHEAD sign when lane closures occur, at the discretion of the
Warning Sign used for Traffic Control Through Survey Work Zones and may replace
The SURVEY CREW AHEAD symbol or legend sign shall be the principal Advance
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ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
CONTROL THROUGH WORK ZONES
GENERAL INFORMATION FOR TRAFFIC
102-600 5 1211/01/17
Sign
Head Bolt
" Steel Hex16
5" Nominal Size)16
5(
Lock Washer
" Steel Hex Nut16
5
"Ø @ 1" Centers8
3
Cutting Edge
Surface
Ground
Ground SurfaceSteel U-Channel Posts
Shoulder
Paved
Elevation
Travelway
Edge Of
¡ Sign
(At ¡ Post)
1" Min. 6" Max (Typ.)
Shoulder
Paved
Elevation
Travelway
Edge Of
Ground Surface
Bottom Of Sign
Steel U-Channel Posts
Nuts & Washers (Typ.)
"Ø Bolts,16
52-
Nuts & Washers (Typ.)
"Ø Bolts,16
52-
Bottom Of Sign
Steel U-Channel Posts
Curb & Gutter Walkway
1'-6" (± 3") for 36" Wide Signs; 2'-6" (± 6") Typ. For Others
" Nominal Size) 16
5(
Flat Washer
Steel U-Channel Post
For Base Post Only
Stub Height 4" Max.
Base Post
Sign Post Or
(At ¡ Post)
1" Min. 6" Max (Typ.)
¡ Sign ¡ Sign
(At ¡ Post)
1" Min. 6" Max (Typ.)
Speeding fines
doubled
when workers
present
500 FT
work
500 FT
ROADROAD
WORK
(WITHOUT Z-BRACKET)
SIGN ATTACHMENT DETAIL
(SCHEMATIC)
SECTION A-A
3 POST SIGN SUPPORT MOUNTING DETAILS
TYPICAL FOUNDATION DETAIL
URBAN
(SINGLE POST SIMILAR)
2 POST SIGN SUPPORT MOUNTING DETAILS
RURAL
(SINGLE POST SIMILAR)
2 POST SIGN SUPPORT MOUNTING DETAILS
AA
WORK ZONE SIGNS
TABLE FOR
POST AND FOUNDATION
pavement or soil under sidewalk.
defined in Note 3), asphalt roadway, shoulder
sign posts installed in existing rock (as
drawing is not required for base posts or
The soil plate as shown on the APL vendor 4.
depth of 2' of rock layer is required.
posts installed in rock, a minimum cumulative
For both 3 lb/ft and 4 lb/ft base or sign 3.
posts and 4.5' for 4 lb/ft posts.
Minimum foundation depth is 4.0' for 3 lb/ft 2.
sign panel using Z-bracket detail on Sheet 6.
mounting height of 7' min. and 8' max. Attach
Use 4 lb/ft U-channel sign post with a *
and 4 lb/ft posts for Clear Height up to 12'.
Use 3 lb/ft posts for Clear Height up to 10' 1.
Notes For Table:
U CHANNEL POSTS
NUMBER OF STEEL
(inches)
SIGN SIZE
SIGN SHAPE
(W x H)
Rectangle
Triangle
Octagon 30x30
36x36x36
48x48x48
60x60x60
24x18
24x30
30x24
36x18
48x18
36x48
48x30
48x36
54x36
48x60
72x48
30x30
36x36
48x48
48x48
36ØCircle
Square
2
2
2
2
1
4*
3
3
3
2
2
2
2
1
1
1
1
1
1
2
1
1
1
36x24
60x54
120x60*
(See Note 7)
Diamond
Shoulders)
(No Paved
6' Min.TravelwayEdge OfShoulders)
(With Paved
6' Min.HeightClear 2' Min.HeightClear W=Width
a a
HeightClear TravelwayEdge OfShoulders)
(No Paved
6' Min.
Shoulders)
(With Paved
6' Min.
Sign
Bottom Of
See Note 2 in TableSoil EmbedmentNo bolts installed closer than 1" to cutting edge.
See APL for post, splice and connection details.
W = 72": a = 2' - 1" (± 1")
W = 60": a = 1' - 9" (± 1")
" (± 1")2
1W = 48": a = 1' - 4WhereMin. 7'-0" HeightMountingMin. 7'-0" HeightMountingMin. 7'-0" Mounting HeightCurbFace ofWORK ZONE SIGN SUPPORTS
148x24
DetailsMOT Sign 700-102 for See Index H=HeightTEMPORARY SIGN SUPPORT NOTES:
with the manufacturer's detail shown on the APL.
sign posts and any size base post in accordance
tamped securely on all sides, or drive 3 lb/ft
to the specified depth with suitable backfill
13. The contractor may set posts in preformed holes
12. Install all posts plumb.
with the manufacturer's detail shown on the APL.
Posts with approved breakaway splice in accordance
11. The contractor may install 3 lb/ft Steel U-Channel
detail shown on the APL.
breakaway splice in accordance with the manufacturer's
10. Install 4 lb/ft Steel U-Channel Posts with approved
warning sign).
Clear Height (measure to the bottom of diamond
(up to 5 ft² in area), use 4 lb/ft posts for up to 10 ft
9. For diamond warning signs with supplement plaque
shall conform with ASTM A307 or A 36.
8. Sign attachment bolts, washers, nuts, and spacers
with ASTM A 653, Grade 50, or ASTM A 1011, Grade 50.
strength of 60 ksi). Square tube posts shall conform
60, or ASTM A 576, Grade 1080 (with a minimum yield
7. U-channel posts shall conform with ASTM A 499, Grade
80 ksi steel.
minimum section modulus of 0.47 in³ for 70 ksi or
section modulus of 0.56 in³ for 60 ksi steel, or a
6. Provide 4 lb/ft Steel U-Channel Posts with a minimum
minimum section modulus of 0.34 in³ for 80 ksi steel.
section modulus of 0.37 in³ for 70 ksi steel, or a
section modulus of 0.43 in³ for 60 ksi steel, a minimum
5. Provide 3 lb/ft Steel U-Channel Posts with a minimum
the equirements of this Index.
and detailed drawings showing the product meets all
application, design calculations (for square tube only),
the Approved Products List (APL) must submit a APL
square tube sign support assemblies for inclusion on
4. Manufacturers seeking approval of U-Channel and steel
Approved Products List (APL).
3. Use only approved systems listed on the Department's
on the Approved Products List (APL).
accordance with NCHRP 350 requirements and included
and barricade/sign combination must be crashworthy in
Zone, signs mounted on temporary supports or barricades,
2. Unless shielded with barrier or outside of the Clear
c. Median barrier mounted signs per Index 700-013.
the vendor drawing shown on the APL.
signs mounted on sign supports in accordance with
b. Pedestrian advanced warning or pedestrian regulatory
on the APL.
vendor drawing for the Type III Barricade shown
a. Road closure signs mounted in accordance with the
exceed one day except for:
1. All signs shall be post mounted when work operations
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ofSTANDARD PLANS
FY 2018-19 SHEETINDEX5'-0"10'-0"
4.2"
6"D
4"
4"D
4"
0.8"
4"
6"D
4"
0.8"
4"
4"D
4"
6"D
4.2"
IN=0.75"
TH=0.25"
R=8"
BORDER
IN=0.75"
TH=0.25"
R=3"
BORDER
4"
6"C
5"
4"D
5"
6"C
5"
4"D
5"
6"C
4"
5'-0"4'-6"-
SR XXX SR XXX
SEASON YEAR
1-XXX-XXX-XXXX
**
*-See Note 1.
1-XXX-XXX-XXXX
CONTRACTOR
SEASON YR.
11/01/17 6 12
REVISIONDESCRIPTION:
REVISION
LAST
CONTROL THROUGH WORK ZONES
GENERAL INFORMATION FOR TRAFFIC
102-600
x1.094
3x14
3Aluminum Z 1
With Nuts and Lock Washers.
" Galvanized Steel Bolts16
5
Sign Post
4 lb/ft U-Channel
x1.094
3x14
3Aluminum Z 1
-
-
Of Sign
Bottom
Elevation
Travelway
Edge Of
Surface
Ground
Sign Post
4 lb/ft U-Channel
Strip Details
for Backing
See Index 11200
Optional Splice:
" Thick Aluminum8
1
Sign Panel
With Nuts and Lock Washers
" Galvanized Steel Bolts16
5
And Lock Washers
Machine Bolt With Nuts
" Aluminum Flat Head4
1
(Typ) Bolt spacing ± 1"
With Nut and Washer
Head Machine Bolt
" Ø Aluminum Flat 4
1
PROJECT INFORMATION SIGN NOTES:
(WITH Z-BRACKET)
SIGN ATTACHMENT DETAIL
45 MPH OR LESS
PROJECT INFORMATION SIGN DETAIL
50 MPH OR GREATER
PROJECT INFORMATION SIGN DETAIL
4 POST SIGN SUPPORT MOUNTING DETAIL
BRACKET DETAIL
9'-2"
Z Bracket Wind Beam Length
3"3"3"5"
1"5'-0"3'-0"1'-0"1'-0""2
11'-1 2'-7"2'-7"2'-7""2
11'-1
10'-0"
White Legend and Border
Blue Background
4" and 6" series D Legend
8" Radii
10'-0"x 5'-0"
On Sheet 5.
(WITHOUT Z-BRACKET)
Use SIGN ATTACHMENT DETAIL
(WITH Z-BRACKET).
Use SIGN ATTACHMENT DETAIL
White Legend and Border
Blue Background
6" series C Legend
4" series D Legend and
3" Radii
5'-0"x 4-6"
PROJECT INFORMATION SIGN 7' Min.; 8' Max.Mounting Height 3"3"3 Eq. Sp.= 2'-7" ± 1"
and Foundations Table.
See Sheet 5 for Typical Foundation Details and Post 3.
specific to the project.
2. Italic text on signs indicate variable information
designation (ie. I-Interstate, SR-State Road or US.)
Road designation should be the most common 1.
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ofSTANDARD PLANS
FY 2018-19 SHEETINDEX GENERAL INFORMATION FOR TRAFFIC
CONTROL THROUGH WORK ZONES
7 12
REVISIONDESCRIPTION:
REVISION
LAST
11/01/17 102-600
OM-3R
B/Y
R1-1
W/R
R4-7
B/W
R4-8
B/W
W3-2
RB/ORB/O
W3-1
B/O
W1-8
B/O
W1-7
B/O
W1-6
B/O
W1-4c
B/O
W1-4bW1-4R
B/OB/O
W1-3RW1-2R
B/O
W6-3
B/O
B/O
W1-1R
W6-1
B/O B/O
W6-2
WR/W
R5-1
B/O
W4-2
B/O
W4-1
B/O
W12-1
B/O
W11-2
W16-7P
B/O
B/O
W20-7
B/O
W21-1
DETOUR
M4-9L
B/O
DETOUR
M4-9R
B/O
DETOUR
M4-10L
O/B
DETOUR
M4-10R
O/B
YIELD
R1-2
RW/R
SPEED
LIMIT
XX
R2-1
B/W
DO
NOT
PASS
R4-1
B/W
PASS
WITH
CARE
R4-2
B/W
TRUCKS
USE
CENTER
LANE
R4-5
B/W
KEEP
LEFT
R4-7AL
B/W
GKO
B/O
W8-5
DROP OFF
SHOULDER
B/O
W8-9a
ENDS
PAVEMENT
W8-3
B/O
SIDEWALK CLOSED
CROSS HERE
B/W
R9-11a
KEEP
LEFT
B/W
R4-7BL
KEEP
RIGHT
B/W
R4-7BR
USE OTHER SIDE
SIDEWALK CLOSED
R9-10
B/W
AHEAD
SIDEWALK CLOSED
CROSS HERE
R9-11
B/W
SPEED
LIMIT
XX
W3-5
B/O
TO STOP
PREPARED
BE
B/O
W3-4
KEEP
RIGHT
B/W
R4-7AR
R
Y
G
W3-3
B(RYG)/O
M.P.H.
XX
B/O
W13-1
12'-6"
B/O
W12-2
RR
B/Y
W10-1
LANES
UNEVEN
B/O
W8-11
TURN OFF
CELL PHONE
AND
2-WAY RADIO
B/O
W22-2
B/O
W22-1
DETOUR
MILE1
2
B/O
W20-2E
ROAD
MILE1
2
WORK
B/O
W20-1D
CLOSED
SHOULDER
RIGHT
B/O
W21-5a
PEDESTRIAN
WALKWAY
B/W
MOT-12-06L
PEDESTRIAN
WALKWAY
B/W
MOT-12-06R
BUSINESS
ENTRANCE
BLUE/W
MOT-11-06
AHEAD
STRIPS
RUMBLE
MOT-18-10
B/O
AHEAD
PAVEMENT
GROOVED
MOT-15-06
B/O
(All other facilities)
MOT-14-06
(Limited access facilities)
MOT-13-06
PRESENT
SPEEDING FINES
DOUBLED
WHEN WORKERS
Slow Down
My Mommy
Works Here
MOT-17-06
B/O
Slow Down
My Daddy
Works Here
MOT-16-06
B/O
COMMONLY USED WARNING AND REGULATORY SIGNS IN WORK ZONES
Notes:
W-White (Reflectorized)
B-Black (Non-Reflectorized)
O-Orange (Reflectorized)
G-Green (Reflectorized)
Y-Yellow (Reflectorized)
R-Red (Reflectorized)
Legend and/or Symbol Background
COLOR CODES
OPEN
EXIT
E5-2
B/O
CLOSED
EXIT
E5-2a
B/O
NEXT X MILES
ROAD WORK
G20-1
B/O
ROAD WORK
END
G20-2
B/O
FOLLOW ME
PILOT CAR
G20-4
B/O
DETOUR
M4-8
B/O
END
DETOUR
M4-8A
B/O
SOFT
SHOULDER
B/O
W8-4
TRUCK
CROSSING
B/O
W8-6
LOOSE
GRAVEL
B/O
W8-7
ROUGH
ROAD
B/O
W8-8
LOW
SHOULDER
B/O
W8-9
W8-15P
B/O
DIP
B/O
W8-2
BUMP
B/O
W8-1
ROAD
CLOSED
R11-2
B/W
CROSSWALK
PEDESTRIAN
R9-8
B/W
SIDEWALK
CLOSED
R9-9
B/W
BRIDGE
ONE LANE
B/O
W5-3
NARROW
BRIDGE
B/O
W5-2
ROAD
NARROWS
B/O
W5-1
ROAD
500 FT
WORK
B/O
W20-1A
MERGE
RIGHT
LANE ENDS
B/O
W9-2R
MERGE
LEFT
LANE ENDS
B/O
W9-2L
LANE
ENDS
RIGHT
B/O
W9-1R
LANE
ENDS
LEFT
B/O
W9-1L
ROAD
CLOSED
B/O
W20-3
ONE LANE
ROAD
B/O
W20-4
TWO LANES
CLOSED
AHEAD
LEFT
W20-5a
B/O B/O
W20-5L
CLOSED
RIGHT LANE
B/O
W20-5R
CLOSED
CENTER LANE
B/O
W20-5C
FLAGGER
B/O
W20-7A
WORKERS
B/O
W21-1A
SHOULDER
WORK
B/O
W21-5
W16-2P
B/O
END
BLASTING
ZONE
B/O
W22-3
DETOUR
1500 FT
B/O
W20-2D
DETOUR
1000 FT
B/O
W20-2C
DETOUR
500 FT
B/O
W20-2B
DETOUR
AHEAD
B/O
W20-2A
ROAD
AHEAD
WORK
B/O
W20-1F
ROAD
1 MILE
WORK
B/O
W20-1E
ROAD
1500 FT
WORK
B/O
W20-1C
ROAD
1000 FT
WORK
B/O
W20-1B
UTILITY
WORK
AHEAD
W21-7
B/O
SURVEY
CREW
B/O
W21-6
STATE
PRISONERS
WORKING
B/O
MOT-10-06
LIGHTED
ZONE
AHEAD
WORK
B/O
MOT-9-06
MERGE
RIGHT ON
ARROW
FLASHING
B/O
MOT-8-06
TRUCKS
TURNING
LEFT
000 FT
B/O
MOT-7-06
TRUCKS
ENTERING
HIGHWAY
B/O
MOT-6-06
MOT-5-06
LITTER
PICK UP
AHEAD
B/O
MOT-4-06
STAY
LANE
lN YOUR
B/O
MOT-1-06
W8-15P
B/O
LEFT LANE
CLOSED
See Index 700-102 for MOT sign details.
sign codes for use in the development of traffic control plans.
The STANDARD HIGHWAY SIGNS MANUAL should be referenced for the official
found in the Traffic Control Cell Library (TCZ.Cel).
The sign codes shown on this sheet are for the purpose of identifying cell names
will be as approved by the State Traffic Plans Engineer.
SIGNS MANUAL as specified in the MUTCD. Special signs for traffic control plans
For additional signs and sign detail information refer to the STANDARD HIGHWAY
Indexes and are commonly used in the development of traffic control plans.
ready reference to those signs used in the development of the 102 Series of
The sign shields, symbols and messages contained on this sheet are provided for 3.
Fluorescent orange shall be used for all orange colored work zone signs.2.
be a minimum of 48" X 48".
The size of diamond shaped Temporary Traffic Control (TTC) warning signs shall 1.
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ofSTANDARD PLANS
FY 2018-19 SHEETINDEX GENERAL INFORMATION FOR TRAFFIC
CONTROL THROUGH WORK ZONES
8 12
11/01/17 102-600
above ground obstruction
Manhole or other Asphalt Apron
Temporary Surface50
1
MANHOLES/CROSSWALKS/JOINTS
TRUCK/TRAILER-MOUNTED ATTENUATORSREMOVING PAVEMENT MARKINGS
SIGNALS
ADVANCE WARNING ARROW BOARDS
MODES
MOVE/MERGE LEFT MOVE/MERGE RIGHT
CAUTIONOrOr
diagram below.
shall have a temporary asphalt apron constructed as shown in the
All transverse joints that have a difference in elevation of 1" or more
asphalt apron constructed as shown in the diagram below.
" shall have a temporary4
1having an uneven surface greater than
Manholes extending 1" or more above the travel lane and crosswalks
contract unit price for Maintenance of Traffic, LS.
asphalt. The cost of the temporary asphalt shall be included in the
The apron is to be removed prior to constructing the next lift of
tangent alignment.
not be intermixed within either the lateral transition or within the
Barricades, vertical panels, cones, tubular markers and drums shall
are desirable.
the flashers shall be reduced during darkness when lower intensities
When Advance Warning Arrow Boards are used at night, the intensity of
single board shall be used at the merging taper for each closed lane.
than one lane. When arrow boards are used to close multiple lanes, a
A single arrow board shall not be used to merge traffic laterally more
roadway, an arrow board shall be used only in the caution mode.
shoulder, or for temporarily closing one lane on a two-lane, two-way
For shoulder work, blocking the shoulder, for roadside work near the
stationary or moving lane closures on multilane roadways.
An arrow board in the arrow or chevron mode shall be used only for
Additional Lamps Allowed
Minimum Required Lamps
OR LEFT
MOVE/MERGE RIGHT
Manual, Volume I, Chapter 10.
For additional information refer to the FDOT Plans Preparation
reduced during darkness when lower intensities are desirable.
If PCMS are to be used at night, the intensity of the flashers shall be
schemes which require new and/or unusual traffic maneuvers.
zone conflicts or 0.5 to 2 miles in advance of complex traffic control
PCMS should be placed approx. 500 to 800 feet in advance of the work
Provide motorists with updated guidance information.3
Reinforce static advance warning messages.2.
zones.
Supplement standard signing in construction or maintenance work 1.
The PCMS can be used to:
(PCMS)
PORTABLE CHANGEABLE MESSAGE SIGNS
CHANNELIZING DEVICES
CHANNELIZING DEVICE CONSISTENCY
the Engineer to restore detection capabilities.
on the Department's Approved Products List (APL) and approved by
12 hours. The contractor shall select only detection technology listed
the Contract and require restoration of any loss of detection within
operations for main and side street movements for the duration of
Maintain all existing actuated or traffic responsive mode signal
Engineer.
in the TCP and be approved by the District Traffic Operations
order to carry out work zone traffic control shall be included
Existing traffic signal operations that require modification in
surface) are an acceptable alternate means to achieve removal.
width overlays of either a structural or friction course (non-final
accepted as substitute for removal or obliteration. Full pavement
markings with black paint or spraying with asphalt shall not be
restored prior to traffic use. Painting over existing pavement
the surface texture of the pavement, unless the pavement will be
conflicting pavement marking using a method that will not damage
Engineer, where operations exceed one daylight period. Remove
delineation shall be removed by any method approved by the
Existing pavement markings that conflict with temporary work zone
and 102-619. For short-term, stationary operations, see Part VI of the MUTCD.
short-term stationary operations. For moving operations, see Indexes 102-607
Truck/Trailer-mounted attenuators (TMA) can be used for moving operations and
supplement channelization.
documents and the 102 Series of Indexes. Lighting Devices must not be used to
Part VI of the MUTCD, subject to supplemental revisions provided in the contract
Channelizing devices for work zone traffic control shall be as prescribed in
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11/01/17 CONTROL THROUGH WORK ZONES
GENERAL INFORMATION FOR TRAFFIC
102-600 9 12
(When Steeper Than 1:4)
6" Solid Lane Line
Setback Distance
*
*
(See Sheet 11)
Or Temporary Barrier
Channelizing Device
Edge Of Travel Way
Required
Device
(in.)
D
(ft)
X
0-CZ
> 3 to ≤ 5
> 3
> 5
should never exceed 3 miles in length.
MOT-1-06 signs shall be used as a supplement to the W8-11; this condition
If the slope is steeper than 1:4 (not to be steeper than 1:1), the R4-1 and 5.
Treatment allowed only when D is 3" or less.4.
" or less, no treatment is required.2
1If D is 13.
mile maximum.2
1W8-11 sign with "UNEVEN LANES" is required at intervals of
Whenever there is a difference in elevation between adjacent travel lanes, the 2.
travel lanes.
This treatment applies to resurfacing or milling operations between adjacent 1.
Clear Zone (CZ)
X
B
A DTravel Lane Travel Lane
Travel LaneTravel Lane
4
1VariesD3" Max.DROP-OFF CONDITION NOTES
Condition
1
2
3
4
5
Bridge Deck
Removal of portions of
Drop-off Protection Requirements
Table 1
DROP-OFF CONDITION DETAIL
MILLING OR RESURFACING DETAIL
TRAVEL LANE TREATMENT FOR
MILLING OR RESURFACING NOTES
TRAVEL LANE TREATMENT FOR
Retaining Wall Barrier
Removal of Bridge or
DROP-OFFS IN WORK ZONES
In Slopes
Difference
Algebraic
0-12
> 12-CZ Channelizing Device
PEDESTRIAN WAY DROP-OFF CONDITION NOTES
channelizing devices, temporary barrier wall, or approved handrail.
Protect any drop-off adjacent to a pedestrian way with pedestrian longitudinal 2.
pedestrian way when the total drop-off is greater than 60"
a slope steeper than 1:2 that begins closer than 2' from the edge of the b.
the pedestrian way
a drop in elevation greater than 10" that is closer than 2' from the edge of a.
A pedestrian way drop-off is defined as:1.
heights < 6", see Table 1.
6. When permanent curb heights are ≥ 6", no channelizing device will be required. For curb
however, channelizing devices will be required.
restored within the same work period will not be subject to the use of temporary barriers;
5. For Conditions 1 and 3 provided in Table 1, any drop-off condition that is created and
the selected barrier.
4. For Setback Distance, refer to the Index or Approved Products List (APL) drawing of
adverse conditions. Repair any deficiencies immediately.
inspections for deficiencies related to erosion, excessive slopes, rutting or other
lieu of a temporary barrier is not eligible for CSIP consideration. Conduct daily
and removal of the material in Maintenance of Traffic, LSD. Use of this treatment in
algebraic difference in slopes greater than 0.25. Include the cost for the placement
Specifications Section 285. Slopes shallower than 1:4 may be required to avoid
3. Drop-offs may be mitigated by placement of slopes with optional base material per
slopes should not exceed 0.25 (See Drop-off Condition Detail).
slope (A:B) steeper than 1:4. In superelevated sections, the algebraic difference in
as a drop in elevation, parallel to the adjacent travel lanes, greater than 3" with
activities, protection devices are required (See Table 1). A drop-off is defined
2. When drop-offs occur within the clear zone due to construction or maintenance
a properly signed work zone.
1. These conditions and treatments can be applied only in work areas that fall within
Temporary Barrier
Temporary Barrier
Temporary Barrier
Temporary Barrier
(See Sheet 3)
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CONTROL THROUGH WORK ZONES
12
102-600 1011/01/17
Bands
Retroreflectorized
Two 3" White
2"-6" Space
2" R±
Lane Separator
Asphalt (See Note 5)
Channelizing Devices
Fixed (Surface Mounted)
Lane Separator
Asphalt (See Note 5)
(Included In Cost Of Separator)
Painted Reflectorized Yellow
Entire Separator Shall Be
ENTRANCE
BUSINESS
Device Spacing
Table 3
CHANNELIZING DEVICES AT BUSINESS ENTRANCE
PLACEMENT OF BUSINESS ENTRANCE SIGNS AND
CHANNELIZING DEVICES
FIXED (SURFACE MOUNTED)
SECTION AA
PLAN
12"
TEMPORARY LANE SEPARATOR
Divider
Opposing Traffic Lane
Vertical Panels or
Max. Distance Between Devices (ft.)
Tubular Markers
(mph)
Speed
TangentTaperTangentTaper
25 50
25
25
50
50
25
30
50 100
30 to 45
50 to 70
25 50
50
Spacing
Standard
Spacing
Reduced
Spacing
Reduced10'Std.40'40'Std.10'DrivewayMax
12"
Max
12"
Max
12"28" to 36"12" Base4" Max.2" Max" Min.4
12
B/O
W6-4
Lane Divider
Opposing Traffic
Orange
Tubular Marker
O/W
Vertical Panel
See Table 3
Device Spacing Max12"A
A
repaired and the cost of such repairs are to be included in the cost of Maintenance of Traffic, LS.
Any damage to existing pavement caused by the removal of temporary lane separator shall be satisfactorily 6.
separators shall be one of those listed on the Approved Products List.
Portable temporary lane separators shall duplicate the color of the pavement marking. Portable temporary lane
separate curb sections. Each temporary lane separator section shall be 36 inches to 48 inches in total length.
lane separator shall come in portable sections that can be connected to maintain continuous alignment between the
lieu of the temporary asphalt separator and channelizing devices detailed on this sheet. The portable temporary
The Contractor has the option of using portable temporary lane separators containing fixed channelizing devices in 5.
gradual increase in height from the pavement level to the top of the temporary lane separator.
Tapered ends shall be used at the beginning and end of each run of the temporary lane separator to form a 4.
spacing of 25' in areas with grades of 1% or less or 50' in areas with grades over 1% as directed by the Engineer.
12" openings for drainage shall be constructed in the asphalt and portable temporary lane separator at a maximum 3.
and night. Furnish channelizing devices having retroreflective sheeting meeting the requirements of Section 990.
Reflectorized materials shall have a smooth sealed outer surface which will display the same approximate color day 2.
channelizing device and the temporary lane separator curb shall hold the channelizing device in a vertical position.
be intermixed within the limits where the temporary lane separator is used. The connection between the
two-lane, two-way operation. Tubular Markers, Vertical Panels and Opposing Traffic Lane Divider panels shall not
divider panels (W6-4) shall only be used as center lane dividers to separate opposing vehicular traffic on a
channelizing devices: tubular markers, vertical panels, or opposing traffic lane divider panels. Opposing traffic lane
Temporary lane separators shall be supplemented with any of the following approved fixed (surface mounted) 1.
which is often the case with resurfacing type projects.
signs are not required where there is minimal disruption to business driveways
moved/modified or disturbed during construction projects. Business entrance
Business entrance signs are intended to guide motorist to business entrances 4.
driveway entrance, but shall not restrict sight distance for the driveway users.
Channelizing devices shall be placed at a reduced spacing on each side of the 3.
common driveway entrance.
standard BUSINESS ENTRANCE sign in accordance with Index 700-102 at the
When several businesses share a common driveway entrance, place one 24" x 36" 2.
Index 700-102 may be used when approved by the Engineer.
may be provided by business owners. Standard BUSINESS ENTRANCE sign in
driveway entrance affected. Signs shall show specific business names. Logos
For single business entrances, place one 24" x 36" business sign for each 1.
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CONTROL THROUGH WORK ZONES
11 12
102-60011/01/17
18" Diameter
4" Diameter
Forklift AccessForklift Access
Of The Edge Of Travel Way
Parallel To And Within 4 Feet
Per Note #11 When Placed
Use Barrier Delineators
Per Note #11
Delineators
Use Barrier
TYPE III BARRICADE
BARRICADE
DIRECTION INDICATOR TYPE II BARRICADETYPE I BARRICADE
VERTICAL PANEL36"12 lbs36"Min.12"36"Min.Max.12"Max.
12"
Max.
12"
8"
6'-0"
24"24"36"
POST MOUNTA-FRAME
DURING DAYLIGHT ONLY
MARKER TO BE USED
TUBULAR NON-FIXED 36"Min.36"Min.LONGITUDINAL CHANNELIZING DEVICESee NotesSee NotesSee NotesCHANNELIZING DEVICE NOTES:
VEHICULAR LCD
PEDESTRIAN LCD
PEDESTRIAN LCD
VEHICULAR/
TEMPORARY BARRIER NOTES:
not be used for speeds greater than 45 mph.
devices shall be included in the cost of the LCD. LCDs less than 32" in height shall
tangents, and 25' centers on radii. The cost of the fixed supplemented channelizing
markers, vertical panels, etc.) along the run of the LCD, at the ends, at 50' centers on
supplemented with approved fixed (surface mounted) channelizing devices (tubular
longitudinal channelizing devices (LCDs) less than 32" in height, the LCD shall be
9. Vehicular longitudinal channelizing devices shall not exceed 36" in height. For vehicular
reflective collars when used at night.
c. Be reflectorized as per the MUTCD with Department-approved
b. Not exceed 2 miles in length of use at any one time.
a. Be used only in active work zones where workers are present.
8. Cones shall:
7. For rails less than 3'-0" long, 4" stripes shall be used.
6. The splicing of sheeting is not permitted on either channelizing devices or MOT signs.
travel lane.
shall be used in series to direct the driver through the transition and into the intended
directional guidance to drivers is necessary. If used, direction indicator barricades
5. The direction indicator barricade may be used in tapers and transitions where specific
the driving surface.
4. Ballast shall not be placed on top rails or any striped rails or higher than 13" above
Products List (APL).
accordance with the vendor drawing for the channelizing device shown on the Approved
device/sign combination was found to be crashworthy and the sign panel is mounted in
3. No sign panel should be mounted on any channelizing device unless the channelizing
greater lengths are required those lengths shall be in multiples of the 6'-0" unit.
2. The Type III Barricade shall have a unit length of 6'-0" only. When barricades of
b. To provide information that supplements or supersedes that provided by the MUTCD.
a. For ease of identification and
1. The details shown on this sheet are for the following purposes:
8" to 12"
8" to 12"
8" to 12"
MARKER
TUBULARCONES
DRUMS
PLASTIC 5'-0" Min.8" to 12"
8" to 12"
CHANELIZING DEVICES
that are signed and sealed by the Contractor's Engineer.
guide to develop project specific Temporary Traffic Control Plans
for workers within the work areas. APL drawings may be used as a
2. Trailer Mounted Barriers may be used to provide positive protection
Guardrail 536-001
Low Profile Barrier 102-120
Temporary Barrier 102-100
Index Description
accordance with the applicable Index:
1. Where a barrier is specified, any of the types below may be used in
8" to 12"
adjacent longitudinal pavement marking.
that retroreflective sheeting faces vehicular traffic. Color must match
11. For Barrier Delineators, see Specification 102. Place on top of unit so
point load at the top of the device.
the walkway and be anchored or ballasted to withstand a 200 lb lateral
of at least 2', otherwise the device must be at least 42" in height above
off protection is required, the device shall have a footprint or offset
of the device shall be in the same vertical plane. If pedestrian drop-
the devices to facilitate hand trailing. The bottom and the top surface
" or less difference in any plane at all connection points between 8
1
top surface of the device shall be a minimum height of 32" and have a
gap not exceeding a height of 2" is allowed to facilitate drainage. The
a minimum of 8" continuous detectable edging above the walkway. A
10. For pedestrian longitudinal channelizing devices, the device shall have
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CONTROL THROUGH WORK ZONES
12 12
102-60011/01/17
Pavement Marking
Centerline of
Travel Lanes
Lane Lines
Edge Lines
Edge Line
Travel Way
Edge of
Tangent
40' (Typ.) Through
Approach
Transition &
5' (Typ) Through
6" White
6" Double Yellow
RPMs (See Note 1 below)
USE OF RPMS TO SUPPLEMENT PAINT OR REMOVABLE TAPE IN WORK ZONES
PLACEMENT OF PAVEMENT MARKINGS
Transition Tangent Transition
Work Area
100'
Approach
100'
Approach
LW
6"2"
LWLW
other widths are shown in the plans.
by the number of travel lanes unless
Total width of travel lanes divided LW =
PAVEMENT MARKINGS
NOTES FOR RAISED PAVEMENT MARKERS:
RPMs shall be placed at 5 feet center to center in approach and transition areas.
Placement of RPMs should be as shown in Index 706-001 with the following exceptions: 2.
Edge lines of gore areas. c.
Edge lines in transition & approach areas. b.
All lane lines.a.
RPMs shall be installed as a supplement to: 1.
equipment malfunction are to be placed at the Contractor's expense.
(Temporary), EA. RPMs used as a temporary substitute for paint or removable tape due to
RPMs used to supplement lane lines are to be paid for as Raised Pavement Marker 2.
supplement.
to the color of the marking for which they serve as a positioning guide, or for which they
The color of the raised pavement marker under both day and night conditions shall conform 1.
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TWO-LANE, TWO-WAY, WORK OUTSIDE SHOULDER
1 1 11/01/17 102-601
c. 15' or more from the edge of travel way.
b. More than 2' behind the curb,
a. Behind an existing barrier,
Offset zone:
GENERAL NOTES
CONDITIONS
SYMBOLS
OF TRAVEL WAY.
OR 15' OR MORE FROM THE EDGE
MORE THAN 2' BEHIND THE CURB,
ARE BEHIND AN EXISTING BARRIER,
WORKERS AND THEIR ACTIVITIES
WHERE ANY VEHICLE, EQUIPMENT,
Work Area
Work Area
Lane Identification + Direction of Traffic
For general TCZ requirements and additional information, refer to Index 102-600.5.
When construction activities encroach on a sidewalk refer to Index 102-660.4.
devices shall be placed in accordance with other applicable TCZ Indexes.
When a side road intersects the highway within the work area, additional TTC 3.
No special signing is required.2.
traffic control will be in conformance with Index 102-602.
requires that two or more work vehicles cross the offset zone in any one hour,
If the work operation (excluding establishing and terminating the work area) 1.
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FY 2018-19 SHEETINDEX
TWO-LANE, TWO-WAY, WORK ON SHOULDER
1 1 102-60211/01/17
ROAD WORK
END
ROAD WORK
END
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
PRESENT
SPEEDING FINES
DOUBLED
WHEN WORKERS
CONDITIONS
SYMBOLS
DISTANCE BETWEEN SIGNS
Speed
Spacing (ft.)
A B
(mph)
Speed
Max. Distance Between Devices (ft.)
Panels or Drums
Barricades or Vertical
Type I or Type II
Tubular Markers
Cones or
Taper Tangent Taper Tangent
Notes
GENERAL NOTES DURATION NOTES
Device Spacing
Table I
Taper Length - Shoulder
Table II
L (ft)3
1
Shldr.
12'
Shldr.
10'
Shldr.
8'(mph)
Speed
500'
BA
*
See Table I
Device Spacing-Taper
See Table I
Device Spacing-Tangent
See Table II
L3
1Taper Length = 15'Min.2'Work Area
A
Posted speed limit (mph) S =
(combined paved and unpaved width)
Width of total shoulder in feet W =
Length of shoulder taper in feetL =3
1
minimum shoulder width 8'
flashing, oscillating, or strobe lights operating.
Vehicles in the work area have high-intensity, rotating, b.
Work operations are 60 minutes or less.a.
following conditions are met:
Signs and channelizing devices may be omitted if all of the 1.Work Area
Channelizing Device (See Index 102-600)
Work Zone Sign
Lane Identification + Direction of Traffic
2' TO THE EDGE OF TRAVEL WAY.
THAN 15' BUT NOT CLOSER THAN
ENCROACH THE AREA CLOSER
WORKERS OR THEIR ACTIVITIES
WHERE ANY VEHICLE, EQUIPMENT,
40 mph or less
45 mph
50 mph or greater 500
350
200 200
350
500
25
30 to 45
50 to 70 25
25
25 50
50
50 50
30
25
100
50
50
25
30
35
40
45
50
55
60
65
70
28
40
55
72
120
133
147
160
173
187
35
50
68
90
150
167
183
200
217
233
42
60
82
107
180
200
220
240
260
280
WS²
60
L=
L=WS
For general TCZ requirements and additional information, refer to Index 102-600.4.
devices shall be placed in accordance with other applicable TCZ Indexes.
When a side road intersects the highway within the TTC zone, additional TTC 3.
on the side where the shoulder work is being performed.
SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only 2.
and FLAGGER signs, see Index 102-603.
FLAGGER sign shall be substituted for the WORKERS sign. For location of flaggers
period or less (excluding establishing and terminating the work area), the advanced
When four or more work vehicles enter the through traffic lanes in a one hour 1.
*Midway between signs.
25
35
40
45
Taper
On a
Tangent
On a
20'50'
50'20'
50'20'
50'20'
Taper
On a
Tangent
On a
50'
50'
50'
50'
30 20'50'50'
20'
20'
20'
20'
20'
Signs
Between
Distance
Speed
Posted
DEVICE SPACING
Tubular Markers
of Cones or
Maximum Spacing
Barricades/Panels/Drums
Type I or Type II
Maximum Spacing of
TABLE 1
Space
Buffer
A B C
D
ABC
D
50
60
65
70
20'50'
50'20'
50'20'
50'20'
100'
100'
100'
100'
55 20'50'100'
20'
20'
20'
20'
20'
Space
Buffer
Tangent
250'
50' To 100'
Taper Length
Device Spacing (See Table 1)10/23/201710:22:23 AMREVISIONDESCRIPTION:
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WORK WITHIN THE TRAVEL WAY
1 3
102-60311/01/17
TO STOP
PREPARED
BE
AHEAD
WORK
ROAD
AHEAD
ROAD
ONE LANE
TO STOP
PREPARED
BE
AHEAD
WORK
ROAD
AHEAD
ROAD
ONE LANE
155'
200'
250'
305'
360'
A B C D
200'200'200'100'
200'200'200'100'
200'200'200'100'
200'200'200'100'
350'350'350'175'
CONDITIONS
OUTSIDE THE EDGE OF TRAVEL WAY.
THE CENTERLINE AND A LINE 2'
ENCROACH THE AREA BETWEEN
WORKERS OR THEIR ACTIVITIES
WHERE ANY VEHICLE, EQUIPMENT,
Work Area
*May Be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits.
*
*
SYMBOLS:
Work Area
Channelizing Device (See Index 102-600)
Work Zone Sign
Flagger
Lane Identification + Direction of Traffic
425'
495'
570'
645'
730'
500'500'500'250'
500'
500'
500'
500'
Table 1
See
GENERAL NOTES:
WITHOUT TEMPORARY RAISED RUMBLE STRIPS
must be in sight of each other or in direct communication at all times.
When flaggers are the sole means of one-way control, the flaggers
D. Traffic signals.
C. Pilot vehicles;
B. Official vehicle;
A. Flag-carrying vehicle;
3. Additional one-way control may be provided by the following means:
throughout work zone.
D. Use Option 1 or Option 2 as shown on Sheet 2. Use only one option
shown.
C. Place each Rumble Strip Set transversely across the lane at locations
B. Use a consistent Strip color throughout the work zone.
b. Work duration is greater than 60 minutes.
a. Existing Posted Speed is 55 mph or greater;
A. Use when both of the following conditions are met concurrently:
2. Temporary Raised Rumble Strips:
Reduce the posted speed when appropriate.
between the Work Area and the Edge of Existing Paved Shoulder.
Paved Shoulder width is sufficient to provide for an 11' lane
Temporary Lane Shift to Shoulder on Sheet 3 only if the Existing
B. If the Work Area encroaches on the Centerline, use the Layout for
devices are in place.
the highway-rail grade crossing, even if automatic train warning
highway-rail grade crossing to prevent vehicles from stopping within
avoided, provide a uniformed traffic control officer or flagger at the
b. If the queuing of vehicles across an active railroad crossing cannot be
Sheet 3.
the queue length plus 300 feet, extend the Buffer Space as shown on
a. If an active railroad crossing is located closer to the Work Area than
A. Railroad Crossings:
and the following sheets:
1. Special Conditions may be required in accordance with these notes
with Specifications Section 102, 990 and the APL vendor drawings.
9. Automated Flagger Assistance Devices (AFADs) may be used in accordance
8. See Index 102-600 for general TCZ requirements and additional information.
G. AFADs are not in use.
F. If a railroad crossing is present, vehicles will not queue across rail tracks.
E. Volume and complexity of the roadway has been considered.
or strobe lights operating.
D. Vehicles in the work area have high-intensity, rotating, flashing, oscillating,
a distance equal to the Buffer Space shown in Table 1.
C. There are no sight obstructions to vehicles approaching the work area for
B. Speed limit is 45 mph or less.
A. Work operations are 60 minutes or less.
all of the following conditions are met:
7. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted if
greater than 25 mph.
the greatest attainable length, not less than 200 ft, for posted speeds
6. When Buffer Space cannot be attained due to geometric constraints, use
flashing, oscillating, or strobe lights operating.
omitted provided vehicles in the work area have high-intensity rotating,
5. The two channelizing devices directly in front of the work area may be
additional TTC devices in accordance with other applicable TCZ Indexes.
4. When a side road intersects the highway within the TTC zone, place
2640'
2640'
2640'
2640'
1500'
1500'
1500'
1500'
1000'
1000'
1000'
1000'
2"
2"
(Yellow)Centerline
LaneTravelEdge of
(Yellow)Centerline
LaneTravelEdge of
2' Sp
aci
ng (Ty
p.)
1 Set 1 Set
Strip (Typ.)
Polymer Rumble
Molded Engineered Pa
ve
d Sh
o
ul
d
erPa
ve
d Sho
ul
d
er
Edge Line (White)
Edge Line (White)
Striping Tape (Typ.)
Removable Polymer Strip In Line
Center Rumble
3 Stri
ps Per Set
4 Stri
ps Per Set
1'-
0"
4"
2
0' Spaci
n
g (Ty
p.)
A B C
D
ABC
D
(See GENERAL NOTE #2)
Temporary Raised Rumble Strip Set
(See GENERAL NOTE #2)
Temporary Raised Rumble Strip Set
See Sheet 1 For Layout
250'250'250'
250'250'250'10/23/201710:22:24 AMREVISIONDESCRIPTION:
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ofSTANDARD PLANS
FY 2018-19 SHEETINDEX TWO-LANE, TWO-WAY,
WORK WITHIN THE TRAVEL WAY
2 3
11/01/17 102-603
TO STOP
PREPARED
BE
AHEAD
STRIPS
RUMBLE
AHEAD
WORK
ROAD
AHEAD
ROAD
ONE LANE
TO STOP
PREPARED
BE
AHEAD
STRIPS
RUMBLE
LANE
IN YOUR
STAY
AHEAD
WORK
ROAD
AHEAD
ROAD
ONE LANE
LANE
IN YOUR
STAY
MOLDED ENGINEERED POLYMER SETREMOVABLE POLYMER STRIPING TAPE
OPTION - 1
RUMBLE STRIP SET
OPTION - 2
RUMBLE STRIP SET
Work Area
TEMPORARY RAISED RUMBLE STRIPS
*May Be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits.
*
*
SYMBOLS:
Work Area
Channelizing Device (See Index 102-600)
Work Zone Sign
Flagger
Lane Identification + Direction of Traffic
(When Required See GENERAL NOTE #2)
WITH TEMPORARY RAISED RUMBLE STRIPS
Taper Length C
Tangent
Taper Length
Buffer Space (See Table 1)C Buffer Space (See Table 1)375' Taper Length 250'CC
50' To 100'
Tangent
DO
STOP
ON
TRACKS
NOT
Extended Buffer Space
R/R Tracks
15' Clear (Typ., Each Side)
Edge Of Existing Paved Shoulder (Typ.)
Edge Of Existing Travel Lane (Typ.)
Shifted Lane (11' Min.)
Device Spacing (See Table 1)
Device Spacing (See Table 1)10/23/201710:22:24 AMREVISIONDESCRIPTION:
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ofSTANDARD PLANS
FY 2018-19 SHEETINDEX TWO-LANE, TWO-WAY,
WORK WITHIN THE TRAVEL WAY
3 3
11/01/17 102-603
50' To 100'
Work Area
50' To 100'
Layout
Cont.
Layout
Cont.
50' To 100'Cont. LayoutCont. Layout
Work Area
Taper Length
SPECIAL CONDITIONS
SYMBOLS:
Work Area
Channelizing Device (See Index 102-600)
Work Zone Sign
Flagger
Lane Identification + Direction of Traffic
SPECIAL CONDITIONS
TEMPORARY RAILROAD CROSSING BUFFER SPACE EXTENSION
WORK AREA ENCROACHES ON THE CENTERLINE
TEMPORARY LANE SHIFT TO SHOULDER WHEN
1. See General Note #1, Sheet 1 for more information.
Cross Rererence:
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ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
TWO-LANE, TWO-WAY, WORK IN INTERSECTION
1 1 11/01/17 102-604
Work Area
Existing
Existing
Work Area
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
KEEP
RIGHT
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
STOP
STOP
ROAD WORK
END
ROAD WORK
END
ROAD WORK
END
ROAD WORK
END
ROAD WORK
END
ROAD WORK
END
ROAD WORK
END
ROAD WORK
END
GENERAL NOTES
SYMBOLS
CONDITIONS
DISTANCE BETWEEN SIGNS
SIGNALIZEDUNSIGNALIZED
DURATION NOTES
Speed
Spacing (ft.)
A B
350 350
200 200
45 mph
40 mph or less
LANES IN AN INTERSECTION.
PORTION OF ONE OR MORE TRAFFIC
REQUIRING THE CLOSURE OF A
ENCROACH ON THE PAVEMENT
WORKERS OR THEIR ACTIVITIES
WHERE ANY VEHICLE, EQUIPMENT,
Work Area
Channelizing Device (See Index 102-600)
Work Zone Sign
Flagger
Stop Bar
Lane Identification + Direction of Traffic
Volume and complexity of the roadway has been considered.e.
flashing, oscillating, or strobe lights operating.
Vehicles in the work area have high-intensity, rotating, d.
area for a distance equal to A plus B.
No sight obstructions to vehicles approaching the work c.
Speed is 45 mph or less.b.
Work operations are 60 minutes or less.a.
if all of the following conditions are met:
1. ROAD WORK AHEAD AND END ROAD WORK sign may be omitted
A B 100'50'BA100'B A
ABABA B 100'50'AB100'B A
at FLAGGER sign location.
with Index 102-603. Placement of Rumble Strips and additional signs should begin
8. For unsignalized intersections, use Temporary Raised Rumble Strips in accordance
For general TCZ requirements and additional information, refer to Index 102-600.7.
Operations Engineer prior to the beginning of work.
Temporary signal phasing modifications are to be approved by the District Traffic 6.
Maximum spacing between channelizing devices shall be not greater than 20'.5.
Flaggers shall be in sight of each other or in direct communication at all times.
traffic.
Flaggers shall be located where they can control more than one direction of 4.
using the information in Index 102-660.
If the work space extends across a crosswalk, the crosswalk should be closed 3.
shall be post mounted and located in accordance with Index 700-101.
When vehicles in a parking zone block the line of sight to TCZ signs, the signs 2.
The FLAGGER legend sign may be substituted for the symbol sign.1.
10/23/201710:22:25 AMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
TWO-LANE, TWO-WAY, WORK NEAR INTERSECTION
1 1 102-60511/01/17
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
GENERAL NOTES
DURATION NOTES
SYMBOLS
CONDITIONS
CONDITIONS
FOR A PERIOD OF MORE THAN 60 MINUTES.
200' DOWNSTREAM FROM AN INTERSECTION
TRAFFIC LANE, FOR WORK AREAS LESS THAN
PAVEMENT REQUIRING THE CLOSURE OF ONE
OR THEIR ACTIVITIES ENCROACH ON THE
WHERE ANY VEHICLE, EQUIPMENT, WORKERS
FOR A PERIOD OF MORE THAN 60 MINUTES.
MORE DOWNSTREAM FROM AN INTERSECTION
TRAFFIC LANE, FOR WORK AREAS 200' OR
PAVEMENT REQUIRING THE CLOSURE OF ONE
OR THEIR ACTIVITIES ENCROACH ON THE
WHERE ANY VEHICLE, EQUIPMENT, WORKERS
Work Area
Channelizing Device (See Index 102-600)
Work Zone Sign
Flagger
Lane Identification + Direction of Traffic
400'
200'
50'
200'
More Than
200'
Work Area
200'400'
400'200'
200'
Less Than
Work Area
200'200'400'
Volume and complexity of the roadway has been considered.e.
flashing, oscillating, or strobe lights operating.
Vehicles in the work area have high-intensity, rotating, d.
a distance of 600 feet.
No sight obstructions to vehicles approaching the work area for c.
Speed is 45 mph or less.b.
Work operations are 60 minutes or less.a.
conditions are met:
1. ROAD WORK AHEAD sign may be omitted if all of the following
communication at all times.
Flaggers shall be in sight of each other or in direct 4.
ROAD WORK AHEAD signs. Flaggers are not required.
area shall be barricaded and the FLAGGER signs replaced by
If work area is confined to an outside auxiliary lane, the work 3.
accordance with Index 700-101.
walkway, the signs shall be post mounted and located in
signs or when TCZ signs encroach on a normal pedestrian
When vehicles in a parking zone block the line of sight to TCZ 2.
the opposing travel lane open to traffic.
Work operations shall be confined to one travel lane, leaving 1.
begin at FLAGGER sign location.
102-603. Placement of Rumble Strips and additional signs should
9. Use Temporary Raised Rumble Strips in accordance with Index
lights operating.
area have high-intensity rotating, flashing, oscillating, or strobe
end of the work area may be omitted provided vehicles in the work
The two channelizing devices directly in front and directly at the 8.
Index 102-600.
For general TCZ requirements and additional information, refer to 7.
The maximum spacing between devices shall be no greater than 25.'6.
The FLAGGER legend sign may be substituted for the symbol sign.5.
MULTILANE
GENERAL NOTES
CONDITIONS
TWO-LANE, TWO-WAY
DISTANCE BETWEEN SIGNS
SYMBOLS
BUFFER SPACE
EXCEEDING 5 MINUTES.
PLANNED CLOSURE NOT
(mph)
Speed
(ft.)
Dist.
(mph)
Speed
A B C
Spacing (ft.)
Work Area
Work Zone Sign
Flagger
Traffic Control Officer
Lane Identification + Direction of Traffic
A B C
Space
Buffer
Space
Buffer
C B A
A B C Space
Buffer
Space
Buffer
C B A
Work Area
25
30
35
40
45
50
55
60
65
155
200
250
305
360
425
495
570
645
50 or greater
45
40 or less 200 200 200
350 350 350
500500500
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
For general TCZ requirements and additional information refer to Index 102-600.7.
On undivided highways the median sign as shown are to be omitted.6.
Vehicles in the work area have high-intensity, rotating, flashing, oscillating, or strobe lights operating. c.
No sight obstructions to vehicles approaching the Flagger/Officer for a distance equal to the buffer space.b.
Speed limit is 45 mph or less.a.
omitted, when the following conditions are met:
A Flagger may be substituted for a Traffic Control Officer and the BE PREPARED TO STOP sign may be 5.
Flagger/Officer for distance equal to the buffer space.
The buffer space may be omitted if there are no sight obstructions to vehicles approaching the 4.
control officer.
Traffic volume or complexity of the roadway may dictate additional devices, signs, flagmen and/or a traffic 3.
accordance with applicable TCZ Indexes.
When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in 2.
This Index does not apply to limited access facilities.1.10/23/201710:22:39 AMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
11/01/17
TEMPORARY ROAD CLOSURE 5 MINUTES OR LESS
102-625 1 1
Median
TO STOP
PREPARED
BE
TO STOP
PREPARED
BE
TO STOP
PREPARED
BE
TO STOP
PREPARED
BE
Work Area
WALKWAY
PEDESTRIANWALKWAY PEDESTRIANCLOSED
SIDEWALKCLOSEDSIDEWALK
DETOURDETOUR
DETOURCROSS HERE AHEADSIDEWALK CLOSEDDETOURDETOURDETOURCROSS HERE AHEADSIDEWALK CLOSEDCLOSEDSIDEWALKUSE OTHER SIDE
SIDEWALK CLOSEDUSE OTHER SIDESIDEWALK CLOSEDCLOSEDSIDEWALKDETOURDETOURAHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
DETOURDETOUR
DETOURDETOUR
10/23/201710:22:52 AMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
11/01/17
PEDESTRIAN CONTROL FOR CLOSURE OF SIDEWALKS
102-660 1 1Work AreaSYMBOLS
Work Area
Work Zone Sign
Or Permanent Curb Ramps.
Required Locations For Either Temporary
Lane Identification + Direction of Traffic
CR
CR
CR
20:1Taper20:1TaperWork AreaCR
CR
W o r k A e r a W o r k A r e a
GENERAL NOTES:
SIDEWALK DETOUR SIDEWALK DIVERSION
PEDESTRIAN DETOUR
CROSSWALK CLOSURE AND
Pedestrian Longitudinal Channelizing Device (LCD)
Mounted Work Zone Sign or separate Work Zone Sign
Pedestrian Longitudinal Channelizing Device (LCD) with
Channelizing Device
Temporary Sidewalk
temporary sidewalk and pedestrian longitudinal channelizing devices.
11. For sidewalk diversions, ensure that there is sufficient R/W for placement of
place LCDs to delineate both sides of the temporary walkway.
closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion,
10. Place pedestrian longitudinal channelizing device(s) across the full width of the
9. Meet the requirements of Index 522-002 for temporary curb ramps.
otherwise noted in the plans.
8. Remove temporary walkways immediately after reopening of the sidewalk, unless
equipment, and stored material.
and free of any obstructions or hazards such as holes, debris, mud, construction
7. Maintain temporary walkway surfaces and ramps that are stable, firm, slip-resistant,
6. Provide a cross-slope with a maximum value of 0.02 for all temporary walkways.
exceed 200'.
temporary walkways less than 5' in width at intervals not to
warrant a minimum width of 4'. Provide a 5' x 5' passing space for
5. Provide a 5' wide temporary walkway, except where space restrictions
panel to the surface of the sidewalk.
maintain a minimum 7’ clearance from the bottom of the sign
4. For post mounted signs located near or adjacent to a sidewalk,
closed crosswalks.
3. Cover or deactivate pedestrian traffic signal display(s) controlling
vehicular temporary traffic control Indexes.
2. For spacing of vehicular Channelizing Devices, see applicable
minutes or greater, provide an alternate pedestrian route.
1. When encroaching work requires a sidewalk closure for 60
NAPLES, FLORIDA 34108
SUITE NUMBER 505
5801 PELICAN BAY BLVD.
CH2M HILL, INC.
PE LICENSE NUMBER 54325
BHUSHAN A. GODBOLE, PE
CHAD SWEET, PE
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.SUNSHINE BLVD SIDEWALKS
COLLIER COUNTY (03000)
COUNTY PROJECT ID: 66066.11.2.1
FEDERAL FUNDS
FINANCIAL PROJECT ID 435030-1-58-01
SIDEWALKS FROM 17TH AVE SW TO GREEN BLVD
NO.
SHEET
YEAR
FISCAL
2:53:58 PM c:\pw_workdir\den003\ch2mhill_egunders\d0156533\KeySheet01.dgnegunders1/25/2019
STRUCTURE PLANS
SHEET DESCRIPTIONSHEET NO.
CONTRACT NO.
CONSTRUCTION
B-1 19
COLLIER COUNTY
COLLIER COUNTY PROJECT MANAGER:
TRANSPORTATION ENGINEERING DIVISION
GROWTH MANAGEMENT DEPARTMENT
BX1-1 THRU BX1-8
EXISTING BRIDGE PLANS
INDEX NO. 515-052 PEDESTRIAN/BICYCLE RAILING (STEEL)
INDEX NO. 458-110 EXPANSION JOINT SYSTEM - POURED JOINT WITH BACKER ROD
INDEX NO. 455-018 18'' SQUARE PRESTRESSED CONCRETE PILE
INDEX NO. 455-002 SQUARE PRESTRESSED CONCRETE PILE SPLICES
INDEX NO. 455-001 NOTES AND DETAILS FOR SQUARE PRESTRESSED CONCRETE PILES
INDEX NO. 415-001 STANDARD BAR BENDING DETAILS
STANDARD PLANS FOR BRIDGE CONSTRUCTION
B1-17
B1-9 THRU 16
B1-8
B1-7
B1-6
B1-5
B1-4
B1-3
B1-2
B1-1
B-3
BQ1-1
B-2
B-1
VANDERBILT DRIVE PEDESTRIAN BRIDGE
REINFORCING BAR LIST
CONTECH CERTIFIED CONTINENTAL BRIDGE STRUCTURE DETAILS
APPROACH SLAB DETAILS
INTERMEDIATE BENT DETAILS
END BENT DETAILS
FOUNDATION LAYOUT
REPORT OF CORE BORINGS
CANAL BANK STABILIZATION DETAILS
BRIDGE HYDRAULICS RECOMMENDATIONS
PLAN AND ELEVATION
GENERAL NOTES
SUMMARY OF STRUCTURES QUANTITIES
SIGNATURE SHEET
KEY SHEET
INDEX OF STRUCTURE PLANS
ENGINEER OF RECORD:
STRUCTURE PLANS
NAPLES, FL 34108
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
SHEET DESCRIPTIONSHEET NO
STATE OF
���REENIGNE LANO
ISS
EFORP ESNECIL
ADIROLFNo 54325
E
L
OBDOG .A NAHSU
HBBHUSHAN A. GODBOLE, P.E. 54325
CERTIFICATE OF AUTHORIZATION 000072
STRUCTURAL PLANS
CH2M HILL INC.
5801 PELICAN BAY BLVD., SUITE 505
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED.
PRINTED COPIES OF THIS DOCUMENT ARE
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
CH2M HILL INC.
225 E. ROBINSON STREET
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED.
PRINTED COPIES OF THIS DOCUMENT ARE
STATE OF
���REENIGNE LANO
ISS
EFORP ESNECIL
ADIROLFNo 66357
CERTIFICATE OF AUTHORIZATION 000072
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
ORLANDO, FL 32801
TIERRA, INC.
7351 TEMPLE TERRACE HIGHWAY
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED.
PRINTED COPIES OF THIS DOCUMENT ARE
STATE OF
���REENIGNE LANO
ISS
EFORP ESNECIL
ADIROLF
No 81669
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
TAMPA, FL 33637
8301 STATE HIGHWAY 29 NORTH
SIGNED AND SEALED BY:
THIS DOCUMENT HAS BEEN DIGITALLY
ON THE ELECTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED.
PRINTED COPIES OF THIS DOCUMENT ARE
STATE OF
���REENIGNE LANO
ISS
EFORP ESNECIL
ADIROLF
No 59938
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
STATE OF
���REENIGNE LANO
ISS
EFORP ESNECIL
ADIROLF
GIVLEM
OH .K MAD
AADAM K. HOMELVIG, P.E. 59938
ALEXANDRIA, MN 56308
STATE OF
���REENIGNE LANO
ISS
EFORP ESNECIL
ADIROLF
.RJ ,EVARG
SUM .E SA
MOHTTHOMAS E. MUSGRAVE, JR., P.E. 81669
CERTIFICATE OF AUTHORIZATION 6486 CERTIFICATE OF AUTHORIZATION 30094
CONTECH ENGINEERED SOLUTIONS, LLC
KENNEDY ALPHONSE SIMMONDS, P.E. 66357
SHEET DESCRIPTIONSHEET NO
STRUCTURAL PLANS
SHEET DESCRIPTIONSHEET NO
STRUCTURAL PLANS
SHEET DESCRIPTIONSHEET NO
STRUCTURAL PLANS
REPORT OF CORE BORINGS
SIGNATURE SHEET
BRIDGE HYDRAULICS RECOMMENDATIONS
SIGNATURE SHEET
CONTECH CERTIFIED CONTINENTAL BRIDGE STRUCTURE DETAILS
SIGNATURE SHEET
B1-4
B-2
B1-9 TO 16
B-2
B1-2
B-2
STATE OF
���REENIGNE LANO
ISS
EFORP ESNECIL
ADIROLF S
D
NOMMIS .A YDENN
EKB1-17
B1-8
B1-7
B1-6
B1-5
B1-3
B1-1
B-3
BQ1-1
B-2
B-1
REINFORCING BAR LIST
APPROACH SLAB DETAILS
INTERMEDIATE BENT DETAILS
END BENT DETAILS
FOUNDATION LAYOUT
CANAL BANK STABLIZATION DETAILS
PLAN AND ELEVATION
GENERAL NOTES
SUMMARY OF STRUCTURES QUANTITIES
SIGNATURE SHEET
KEY SHEET
ON THE DATE ADJACENT TO THE SEAL ON THE DATE ADJACENT TO THE SEAL
ON THE DATE ADJACENT TO THE SEALON THE DATE ADJACENT TO THE SEAL
Bhushan A. Godbole, PE No. 54325
CH2M
5801 Pelican Bay Blvd., Suite 505
Naples, FL 34108
(239) 596-1715
Certificate of Authorization: 000072
EAG
BAG
BAG
RLM
REF. DWG. NO.
SHEET NO.
SHEET TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
CHECKED BY:
ROAD NO.COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
COLLIER 435030-1-58-01
egunders 2/6/2019 2:45:29 PM c:\pw_workdir\den003\ch2mhill_egunders\d0156533\SIGNCN02.DGN
GROWTH MANAGEMENT DEPARTMENT
COLLIER COUNTY
B-2
SIGNATURE SHEET
OVER GREEN CANAL
SUNSHINE BOULEVARD PEDESTRIAN BRIDGE
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.Bhushan A. Godbole, PE No. 54325
CH2M
5801 Pelican Bay Blvd., Suite 505
Naples, FL 34108
(239) 596-1715
Certificate of Authorization: 000072
EAG
BAG
BAG
RLM
REF. DWG. NO.
SHEET NO.
SHEET TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
CHECKED BY:
ROAD NO.COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
COLLIER 435030-1-58-01
egunders 1/25/2019 12:53:27 PM c:\pw_workdir\den003\ch2mhill_egunders\d0156533\B1SumOfQuantities.dgn
GROWTH MANAGEMENT DEPARTMENT
COLLIER COUNTY
SUMMARY OF STRUCTURES QUANTITIES
BQ1-1
PAY ITEM NOTES:
INCLUDED WITH PAY ITEM 561-1, COATING EXISTING STRUCTURAL STEEL.
ALL COSTS PERTAINING TO OVERCOATING OFF-SITE AND IN-PLACE TOUCH-UP OF THE STEEL TRUSS SHALL BE 5.
PLANS AND IN ACCORDANCE WITH APPLICABLE REQUIREMENTS IN FDOT SPECIFICATIONS 460.
COMPLETE MOVING AND INSTALLING THE TRUSS TO ITS FINAL DESTINATION AS PER DETAILS SHOWN IN THE CONTRACT
STEEL PEDESTRIAN BRIDGE, SHALL INCLUDE ALL COSTS NECESSARY TO FURNISH PAINTED NEW MATERIALS AND TO
CONFIGURATION BY VISITING THE STORAGE SITE PRIOR TO SUBMITTING HIS BID. PAY ITEM 460-7 PREFABRICATED
SCHOOL, ON THE NORTH SIDE OF OIL WELL ROAD. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ITS CURRENT
STORED ON COLLIER COUNTY PREMISES LOCATED AT PARCEL NO. 00209960006, 350FT EAST OF PALMETTO RIDGE HIGH
ORIGINAL TRUSS HAS BEEN DISASSEMBLED INTO 3 SECTIONS AT THE FIELD SPLICES WITH DECKING REMOVED AND
THIS PROJECT INVOLVES REPURPOSING OF AN EXISTING PREFABRICATED 3-SPAN PEDESTRIAN TRUSS BRIDGE. THE 4.
THE CONTRACT PLANS SHALL BE INCLUDED IN THE BID PRICE FOR PAY ITEM 530-3-4, RIPRAP RUBBLE, DITCH LINING.
ALL COSTS ASSOCIATED WITH DEWATERING AND EXCAVATION TO INSTALL CANAL BANK STABILIZATION AS SHOWN IN 3.
FOR PAY ITEM 400-2-10, CONCRETE CLASS II, APPROACH SLABS.
PAYMENT TO FURNISH AND INSTALL PREFORMED EXPANSION JOINT MATERIAL SHALL BE INCLUDED IN THE UNIT PRICE 2.
THE CONTRACT PRICES FOR THE BID ITEMS.
PAYMENT FOR INCIDENTAL ITEMS NOT SPECIFICALLY COVERED IN THE INDIVIDUAL BID ITEMS SHALL BE INCLUDED IN 1.
OVER GREEN CANAL
SUNSHINE BOULEVARD PEDESTRIAN BRIDGE
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.Certificate of Authorization: 000072
(239) 596-1715
Naples, FL 34108
5801 Pelican Bay Blvd., Suite 505
CH2M
Bhushan A. Godbole, PE No. 54325
EAG
BAG
BAG
RLM
REF. DWG. NO.
SHEET NO.
SHEET TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
CHECKED BY:
ROAD NO.COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
COLLIER 435030-1-58-01
egunders 1/25/2019 2:56:52 PM c:\pw_workdir\den003\ch2mhill_egunders\d0156533\B1GeneralNotes01.dgn
GROWTH MANAGEMENT DEPARTMENT
COLLIER COUNTY
CONCRETE
OF
CLASS
STRENGTH (PSI)
COMPRESSIVE
MINIMUM 28-DAY
STRUCTURE
CONCRETE IN
LOCATION OF
(BRIDGE DECK)
II
(BRIDGE DECK & APPROACH SLABS)
C.I.P. CONCRETE
IV
6000 PRESTRESSED CONCRETE PILES
B-3
GENERAL NOTES
4,500
5,500
(SUBSTRUCTURE)
C.I.P. CONCRETE
V (SPECIAL)
REINFORCEMENT PLACEMENT TOLERANCES.
COVER". SEE FDOT STANDARD SPECIFICATIONS FOR ALLOWABLE
PLACEMENT AND FABRICATION TOLERANCES UNLESS SHOWN AS "MINIMUM
CONCRETE COVER SHOWN IN THE PLANS DOES NOT INCLUDE REINFORCEMENT2.
- SUBSTRUCTURE (CIP): 3" (EXCEPT BOTTOM OF PILE CAP: 4")
- SUPERSTRUCTURE (CIP): AS SHOWN ON SHEET B1-16.
CONCRETE COVERS SHALL BE:1.
CONCRETE COVERE.
HEAVY HEX.
ANCHOR BOLTS NUTS SHALL BE IN ACCORDANCE WITH ASTM A563 GRADE AB.
IN ACCORDANCE WITH ASTM A153.
THE ANCHOR BOLTS NUTS AND WASHERS SHALL BE HOT DIPPED GALVANIZED
ANCHOR BOLTS SHALL BE IN ACCORDANCE DETAILS SHOWN ON SHEET B1-13.A.
ANCHOR BOLTS:3.
A. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.
REINFORCING STEEL:2.
TRANSPORTATION SPECIFICATIONS SECTION 346.
CONCRETE SHALL BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF
CONCRETE:1.
MATERIALSD.
DESIGN.
UTILITIES: NO ALLOWANCE FOR UTILITY LOADS HAS BEEN INCLUDED IN THE6.
ACCORDANCE WITH SDG SECTION 2.3.1.
DESIGN CONNECTION BETWEEN SUPERSTRUCTURE AND SUBSTRUCTURE IN
EARTHQUAKE5.
= 0.0000065 PER DEGREES F (STEEL)
THERMAL COEFFICIENT = 0.000005 PER DEGREES F (CONCRETE)B.
TEMP. FALL: 40° F
TEMP. RISE: 50° F
MEAN TEMPERATURE = 70° F
A. SEASONAL VARIATION FOR DESIGN:
4. THERMAL FORCES: STEEL TRUSS
HIGHWAY SIGNS, LUMINARIES & TRAFFIC SIGNALS.
WIND PRESSURE AS PER LRFD SPECIFICATION FOR STRUCTURAL SUPPORTS FOR
DESIGN WIND SPEED = 170 MPH (3-SECOND GUST)
3. WIND LOADS:
VEHICULAR - H5 MAINTENANCE VEHICLE (NO DYNAMIC ALLOWANCE)
PEDESTRIAN - 90 PSF (NO DYNAMIC ALLOWANCE)
2. LIVE LOADS:
WEIGHT OF THE FORMS AND CONCRETE REQUIRED TO FILL THE FORM FLUTES.
OVER THE PROJECTED PLAN AREA OF THE METAL FORMS FOR THE UNIT
C. STAY IN PLACE METAL FORMS: DESIGN INCLUDES AN ALLOWANCE OF 15 PSF
B. UNIT WEIGHT OF STRUCTURAL STEEL: 490 PCF
A. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF
1. DEAD LOADS:
DESIGN LOADINGSC.
EXTREME EVENT AND FATIGUE LIMIT STATES.
LOAD AND RESISTANCE FACTOR DESIGN (LRFD) METHOD USING STRENGTH, SERVICE,
DESIGN METHODOLOGYB.
4. FDOT DESIGN MANUAL JANUARY 2018.
3. LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES (2009).
2. FLORIDA DEPARTMENT OF TRANSPORTATION STRUCTURES MANUAL JANUARY 2018.
THROUGH 2016.
(AASHTO) LRFD BRIDGE DESIGN SPECIFICATIONS 7TH EDITION WITH INTERIMS
1. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
DESIGN SPECIFICATIONSA.
DISCREPANCIES.
BEFORE BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY
CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THIS DATA
PLANS AND LIMITED FIELD VERIFICATIONS. IT MAY NOT REPRESENT AS-BUILT
BEEN BASED ON THE INFORMATION AS DETAILS IN THE ORIGINAL CONSTRUCTION
SITE. INFORMATION PERTAINING TO EXISTING STRUCTURE COMPONENTS HAS
RE-INSTALLED ON THE PROPOSED NEW SUBSTRUCTURES AT SUNSHINE BOULEVARD
THE CERTIFIED PROJECT CONSTRUCTION PLANS AND ASSEMBLED AND
4 ON SHEET BQ1-1. THE BRIDGE TRUSS WILL BE MODIFIED IN ACCORDANCE WITH
WAY OFF OIL WELL ROAD AND IS IN GOOD CONDITION. REFER TO PAY ITEM NOTE
VANDERBILT DRIVE AND CURRENTLY BEING STORED WITHIN COUNTY RIGHT OF
TRUSS PEDESTRIAN BRIDGE DE-ASSEMBLED FROM ITS ORIGINAL LOCATION FROM
THIS PROJECT SCOPE INVOLVES RE-PURPOSING OF A PREFABRICATED STEEL
STRUCTURE:
N. EXISTING STRUCTURE VERIFICATION AND REUSE OF THE EXISTING BRIDGE
IT SHALL BE REPLACED AT THE CONTRACTORS EXPENSE.
BENCHMARK IS DISTURBED SUCH THAT ITS ACCURACY IS IN QUESTION, THEN
BENCHMARKS IN AN INTACT AND UNDISTURBED CONDITION. IF ANY SURVEY
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SURVEY
M. SURVEY BENCHMARKS
SHOWN SHALL REQUIRE APPROVAL OF THE ENGINEER.
IN THE PLANS. ADDITIONAL CONSTRUCTION JOINTS OR ALTERATIONS TO THOSE
CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT THE LOCATIONS INDICATED
L. JOINTS IN CONCRETE
DIMENSIONS NOT GIVEN.
OR VERTICALLY, UNLESS NOTED OTHERWISE. DO NOT SCALE DRAWINGS FOR
ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET EITHER HORIZONTALLY
K. PLAN DIMENSIONS
VERTICAL DATUM: NAVD 88J.
MODERATELY AGGRESSIVE (RESISTIVITY = 2300 OHM-CM)
SUBSTRUCTURE:
SLIGHTLY AGGRESSIVE
SUPERSTRUCTURE:
ENVIRONMENTAL CLASSIFICATIONI.
BROOM FINISH.
BRIDGE DECK AND APPROACH SLAB SURFACE SHALL RECEIVE A ROUGHENED1.
CONCRETE SURFACE FINISHH.
SCREEDED TO FINISH GRADE ELEVATION.
THE WALKING/TRAVEL SURFACE OF APPROACH SLAB AND TRUSS SHALL BE1.
DECK SCREEDINGG.
FPL FOR COMPLIANCE.
ABLE TO DE-ENERGIZE. CONTRACTOR SHALL COORDINATE HIS WORK WITH
DURING CONSTRUCTION IN ORDER TO GET SWITCHING ORDERS READY TO BE
OF CONSTRUCTION AND FPL REQUIRES AT LEAST TWO WEEKS PRIOR NOTICE
TEMPORARY SWITCHES WILL HAVE TO BE INSTALLED PRIOR TO THE START
ELECTRIC MULTIPLE TIMES DURING CONSTRUCTION. ALSO, IN THIS CASE
REQUIRE DE-ENERGIZING AND RE-ENERGIZING THIS SECTION OF OVERHEAD
LINES 3-5 DAYS FOR RELIABILITY PURPOSES WHICH WOULD PROBABLY
HOWEVER, THE FPL CONTROL CENTER ONLY ALLOWS DE-ENERGIZING THE
THE OVERHEAD FPL POWERLINE COULD BE DE-ENERGIZED, IF NECESSARY.2.
(BY OTHERS).
FOR DISPOSITION OF UTILITIES, SEE THE UTILITY ADJUSTMENT SHEET(S)
SHEET. LOCATIONS FOR UTILITIES, SHOWN IN THE PLANS ARE APPROXIMATE.
FOR PLAN LOCATIONS OF EXISTING UTILITIES, SEE PLAN AND ELEVATION1.
UTILITIESF.
STEEL.
CLEAR ACRYLIC POLYURETHANE: FULL COAT APPLIED TO ALL STRUCTURALE.
PROJECT MANAGER PRIOR TO COMMENCING THE PAINT WORK.
CONTRACTOR TO COORDINATE APPROVAL WITH COLLIER COUNTY
COLOR -COLLIER COUNTY CREME BASED ON CUSTOM MANUAL COLOR-MATCH.
TOP COAT:HIGH PERFORMANCE POLYURETHANE FINISH. D.
STRIPE-COAT: ALUMINUM EPOXY MASTIC.C.
SPOT PRIME: ALUMINUM EPOXY MASTIC AT POWER TOOL CLEANED AREAS.B.
FULL TIE-COAT PRIMER: PENETRATING EPOXY SEALER (HIGH SOLIDS).A.
COATING MATERIALS:2.
561, "COATING EXISTING STRUCTURAL STEEL" AND THESE NOTES AS FOLLOWS.
OVER-COATED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS SECTION
ALL EXISTING STRUCTURAL STEEL ON BRIDGE SHALL BE CLEANED AND1.
COATING EXISTING STRUCTURAL STEELO.
THE CANAL.
CONSTRUCTION ACTIVITIES THAT CREATE OBSTRUCTIONS TO NORMAL FLOW WITHIN
DEWATERING ACTIVITIES. CONTRACTOR TO COORDINATE WITH THE SFWMD ON
DEWATERING PERMITS AS REQUIRED BY THE SFWMD PRIOR TO COMMENCING
INSTALLATION OF THE CANAL BANK STABILIZATION, THE CONTRACTOR SHALL OBTAIN
SHOULD THE CONTRACTOR DETERMINE THAT DEWATERING IS REQUIRED FOR
DEWATERING:R.
ALL FIELD WELDS ARE REQUIRED TO BE PAINTED.E.
REQUIRED TO BE LEFT OFF THE FAYING SURFACES OF THESE CONNECTIONS.
DESIGNED AS "SLIP CRITICAL" WHERE ONE OR ALL PAINT COATS MAY BE
IF APPLICABLE, SMALL AREAS (O"-2" EACH SIDE) AROUND BOLTED FIELD SPLICES,D.
UNGALVANIZED ANCHOR BOLTS IF NOT MADE OF CORROSION RESISTANT STEEL.C.
SPECIFICATIONS.
GALVANIZED BOLTS TO BE PAINTED IN ACCORDANCE WITH MANUFACTURER'S
BOLT HEADS AND EXPOSED AREAS OF BOLTS AND NUTS AS APPLICABLE.B.
ANY AREAS DAMAGED DUE TO SHIPPING, HANDLING AND ERECTION OF THE BRIDGE.A.
THIS PAINTING SHALL INCLUDE, BUT MAY NOT BE LIMITED TO, THE FOLLOWING AREAS:
STRUCTURE REACHES THE SITE AND IS THE RESPONSIBILITY OF THE CONTRACTOR.
TOUCH-UP PAINTING INCLUDES ANY AND ALL PAINTING REQUIRED AFTER THE
BRIDGE SHALL BE PROVIDED WITH TOUCH-UP PAINT FOR AFTER ERECTION.
Q. TOUCHUP PAINT:
ON BEARING PLATES.
EXCEPTIONS: DO NOT PAINT CAPTURED NUT SPLICE ASSEMBLY OR TEFLON SURFACES
IN NOTE O, ABOVE.
FIELD AND BE COMPATIBLE WITH FINAL COATING OF THE EXISTING TRUSS AS STATED
REQUIREMENTS. FINISH COAT ALONG WITH A CLEAR COAT SHALL BE APPLIED IN THE
SHOP PRIMED AND INTERMEDIATE COATED IN ACCORDANCE WITH MANUFACTURER
SPECIFICATIONS. ALL NEW STEEL COMPONENTS, UNLESS NOTED OTHERWISE, SHALL BE
ZINC COATING SYSTEM IN ACCORDANCE WITH SECTION 560 AND 975 OF THE
PAINT ALL NEW STEEL COMPONENTS, UNLESS NOTED OTHERWISE, WITH AN INORGANIC
P. PAINTING OF NEW STRUCTURAL STEEL COMPONENTS:
* EXCLUDING STAINLESS STEEL SURFACES ON BASE PLATES.
STEEL SURFACES. *
APPLY A FULL COAT OF ACRYLIC POLYURETHANE CLEAR COAT TO ALL EXISTINGE.
APPLY A FULL COAT OF POLYURETHANE TO ALL EXISTING STEEL SURFACES. *D.
BE BY BRUSH.
BOLTS, CREVICES, AND HARD TO ACCESS AREAS. STRIPE COATING SHALL
APPLY A STRIPE COAT OF ALUMINUM EPOXY MASTIC TO ALL EXISTING EDGES,C.
STEEL SURFACES. *
APPLY A FULL COAT OF 100% EPOXY PENETRATING SEALER TO ALL EXISTINGB.
FEATHERED SURFACES OF THE EXISTING COATING.
PREPARED BY POWER TOOL CLEANING, OVERLAPPING ONTO A PORTION OF
APPLY SPOT COATS OF ALUMINUM EPOXY MASTIC TO FULLY COVER ALL SURFACESA.
APPLICATION:5.
COATING APPLICATION.
PER THE FDOT SPECIFICATION 561-10 USING TARPAULINS AND COVERS DURING
PROTECT THE PUBLIC, AUTOMOBILE TRAFFIC, AND SURFACES NOT TO BE COATEDC.
WITH SPCC-GUIDE 6.
CONTAINMENT SYSTEM WITH AIR IMPENETRABLE MATERIALS IN ACCORDANCE
DURING POWER TOOL CLEANING ERECT AND MAINTAIN A MINIMUM CLASS 3PB.
"GUIDE FOR CONTAINING DEBRIS GENERATED DURING PAINT REMOVAL OPERATIONS".
MINIMUM CLASS 2W CONTAINMENT SYSTEM IN ACCORDANCE WITH SSPC-GUIDE 6,
DURING WET SURFACE PREPARATION OPERATIONS ERECT AND MAINTAIN AA.
CONTAINMENT SYSTEMS:4.
STANDARD SPECIFICATIONS SECTION 561.
OF THE EXISTING COATING AT CLEANED AREAS IN ACCORDANCE WITH THE FDOT
BY THE ENGINEER PRIOR TO START OF APPLICATION. FEATHER THE EDGES
PROFILE OF NO LESS THAN 2.0 MILS. THESE AREAS SHALL BE APPROVED
SSPC-SP 15 COMMERCIAL GRADE POWER TOOL CLEANING. PROVIDE AN ANCHOR
LOCALIZED AREAS OF RUST OR EXPOSED BARE METAL TO A CONDITION DEFINED
AFTER THE SURFACES HAVE BEEN COMPLETELY DRIED, POWER TOOL CLEANB.
FOR EVALUATING THE DEGREE OF CHALKING OF EXTERIOR PAINT FILMS.
IN ACCORDANCE WITH ASTM D4214-07(2015), STANDARD TEST METHODS
WATER. VERIFY THE CLEANED SURFACES HAVE CHALK RATING OF 8 OR BETTER
AIDS MAY BE REQUIRED. CONDUCT A FINAL RINSE WITH CLEAN POTABLE
AND LOOSE TOPCOAT FILMS. USE OF PRE-CLEANING AGENTS AND SCRUBBING
LESS THAN 4,000 PSI TO REMOVE AN ANY CONTAMINANTS OR FOREIGN DEBRIS
CLEANING OF METALS, SSPC-SP WJ-4/NACE WJ-4, LIGHT CLEANING USING NO
PERFORM PRESSURE WASHING AND CLEANING IN ACCORDANCE WITH WATERJETA.
SURFACE PREPARATION:3.
OVER GREEN CANAL
SUNSHINE BOULEVARD PEDESTRIAN BRIDGE
PC STA. 11+71.14PT STA. 11+77.36PI STA. 11+74.2612 13 PI STA. 13+95.4114-100 14555677889910 10101111121212121212130THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.EL. 14.899(+) 4.833%EL. 15.479EL. 15.559EL. 14.749(-) 4.063%PI STA. 12+04.24PI STA 13+85.41STA. 12+44.82STA 13+28.32181'-2" OVERALL BRIDGE LENGTH
10'-0"57'-1" (SPAN 3)83'-6" (SPAN 2)40'-7" (SPAN 1)10'-0"
STA. 13+85.41
FFBW END BENT 4
END BRIDGE
WIDTHBRIDGELOW MEMBER EL. 12.92
PICKET RAILING
PEDESTRIAN
STA. 13+95.41
END APP. SLAB 2
1'-0"9'-0"181'-2" PROPOSED BRIDGE
WALL
GRAVITY
GRAVITY WALL
¡ INT. BENT 2 ¡ INT. BENT 3
90°00'00" (TYP.)
E
E E
EJ*EJ*
TOP OF BANK
INDEX NO. 455-018
CONC. PILES (TYP.)
18" SQ. PRESTRESSED
STEEL (TYP.) INDEX NO. 515-052
PEDESTRIAN/BICYCLE RAILING,
DHW (25-YR) EL. 10.75
FOR HORIZONTAL ALIGNMENT.
REFER TO SIDEWALK PLAN SHEETNOTE:
TOE OF BANK
EXISTING
TOE OF BANK
EXISTING
GROUND LINE
EXISTING
RIPRAP (TYP.)
RUBBLE
LIMITS OF
(DITCH-LINING) (TYP.)
RUBBLE RIPRAP MVC (PROVIDED)
F
BB-1
STA. 12+44.82
INT. BENT 2
R/W LINE
PROPOSED TURBIDITY BARRIER
STA. 13+28.32
INT. BENT 3
TOP OF BANK
TOP OF BANK
BB-2
SFWMD R/W LINESFWMD R/W LINE
APP. SLAB
10'-0"
(TYP.)
2'-2"
D/S WEIR CONTROL EL. 6.2023'-9"±OVERALL10'-0"£ CONST. & PGL
STA. 11+94.24
BEGIN APP. SLAB 1
STA. 12+04.24
FFBW END BENT 1
BEGIN BRIDGE
¡ SUNSHINE BLVD.
EXISTING BRIDGE NO. 034105
BOAT RAMP AREA
EROSION CONTROL OF EXISTING
PERFORMANCE TURF TO PROVIDE
LIMITS OF MINOR REGRADING AND
- APPROXIMATE SPT BORING LOCATION.
- EXPANSION JOINTEJ
- FIXED BEARINGF
- EXPANSION BEARINGE
ON SHEET B-3)
(SEE NOTE F.1
WATER MAIN
ON SHEET B-3)
(SEE NOTE F.1
WATER MAIN
SHEET B-3)
(SEE NOTE F.2 ON
OVERHEAD ELECTRIC
CLEAR8'-0"INDEX NO. 400-011
(FAR SIDE)
GRAVITY WALL
INDEX NO. 400-011
(FAR SIDE)
GRAVITY WALL
ON SHEET B-3)
(SEE NOTE F.1
BURIED ELECTRIC
ON SHEET B-3)
(SEE NOTE F.1
BURIED ELECTRIC
B1-16 FOR JOINT INFORMATION.
458-110. REFER TO CONTECH SHEET
EXPANSION JOINT SYSTEM INDEX NO. *
(DECK PROFILE TO CONFORM WITH EXISTING TRUSS GEOMETRY)
Bhushan A. Godbole, PE No. 54325
CH2M
5801 Pelican Bay Blvd., Suite 505
Naples, FL 34108
(239) 596-1715
Certificate of Authorization: 000072
EAG
BAG
BAG
RLM
REF. DWG. NO.
SHEET NO.
SHEET TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
CHECKED BY:
ROAD NO.COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
COLLIER 435030-1-58-01
egunders 1/25/2019 2:13:55 PM c:\pw_workdir\den003\ch2mhill_egunders\d0156533\B1PlanElev01.dgn
GROWTH MANAGEMENT DEPARTMENT
COLLIER COUNTY
ELEVATION
DIRECTION OF STATIONING
FFBW END BENT 1
BEGIN BRIDGE
SLAB
APP.
SLAB
APP.
FFBW END BENT 4
END BRIDGE
0
5
10
15
20
0
5
10
15
20
PLAN
B1-1
PLAN AND ELEVATION CANALGREENTO CANAL BANK STABILIZATION DETAILS SHEET.
FOR RUBBLE RIPRIP (DITCH-LINING) DETAILS, REFER NOTE:
LEGEND
PROFILE GRADE DATA
OVER GREEN CANAL
SUNSHINE BOULEVARD PEDESTRIAN BRIDGE
EAG
BAG
BAG
RLM
REF. DWG. NO.
SHEET NO.
SHEET TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
CHECKED BY:
ROAD NO.COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
COLLIER 435030-1-58-01
egunders 1/25/2019 2:19:10 PM c:\pw_workdir\den003\ch2mhill_egunders\d0156533\B1BridgeHydro01.dgn
GROWTH MANAGEMENT DEPARTMENT
COLLIER COUNTY
OVER GREEN CANAL
SUNSHINE BOULEVARD PEDESTRIAN BRIDGE THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.SAN
SAN
SAN
WATER
WATER
WATER
WATER
WATER -1-100
11234455556677889910 10101010
101011
111111
11111212121212121313035
23
24
19
20
28
2930
25
26
33
13
14
23
24
25
26
11 12
2 1 6 534
561
7 8 9
10
15
16171814
27
13
7 8
1718
19 20
2930
White Blvd.
951 PGolden Gate
Golden Gate
21 22
75
886
AIRPORT
MUNICIPAL
NAPLES Airport Rd.SUE111.717NG SUE211.889NG
SUE3
11.849NG
SUE411.817
NG
SUE5
11.710
NG
SUE612.082NG
SUE7
10.922NG
SUE8
11.031NGSUE9
11.243
NG SUE10
11.295NG
SUE1110.513NG SUE12
11.037NGSUE1311.195NG
SUE14
8.412
STCC 4 BLACK CABLE PIC 3
SUE15
9.553
STCC 4 BLACK CABLE
SUE16
9.880STCC 4 BLACK CABLE
SUE17
8.491
STCC 4 BLACK CABLE PIC 2 SUE188.515STCE 4 RED HDPE PIC 2SUE19
8.419STCE 4 RED HDPE
SUE208.074STCE 4 RED HDPE
SUE21
11.597
STCE 4 STEEL PIPESUE2211.062STCE 4 STEEL PIPE
SUE23
11.942
ELEC GPR MARKINGSSUE248.573STCE 4 RED HDPESUE257.722
STCE 4 RED HDPE PIC 7SUE2611.585ELEC GPR MAR
KINGSSUE2711.382ELEC GPR MARKINGS SUE2811.440ELEC GPR MARKINGS SUE2911.581ELEC GPR MARKINGS
SUE30
7.669STCE 4 RED HDPE PIC 7
SUE31
8.537
STCE 4 RED HDPE
SUE32
11.952
ELEC GPR MARKINGS
SUE3310.676STCE 4 STEEL PIPE
SUE34
11.126STCE 4 STEEL PIPE
SUE35
12.769
STCE 4 RED HDPE
SUE368.135STCE 4 RED HDPE SUE37
8.191STCE 4 RED HDPE PIC 2SUE3810.987NG
SUE39
7.990STCWL 10 WHITE PVC PIC 1
SUE408.095
STCWL 10 WHITE PVC
SUE41
8.381
WL GPR MARKINGS
SUE42
11.633
STCWL 10 45 BEND DIP
SUE4311.721STCWL 10 45 BEND DIPSUE4412.449WL GPR MARKINGS
SUE45
8.147
STCW
L 10 BLUE PVC PIC 8SUE469.102STCC 3\4 BLACK CABLE PIC 4SUE479.170
STCC 3\4 BLACK CABLESUE4811.579NG
N0 •1
N
MILE
0 25
FEET
50
BRIDGE NO.
STRUCTURE
PROPOSED
TERMS:
NOTE:
STAGE ELEV. NAVD (ft)
WATER SURFACE ELEVATIONS:
FLOOD DATA:
DISCHARGE (cfs)
AVERAGE VELOCITY (f/s)
EXCEEDANCE PROB. (%)
FREQUENCY (yr.)
N.H.W. (Non-Tidal)
CONTROL (Non-Tidal)
M.H.W. (Tidal)
M.L.W. (Tidal)
MAX. EVENT OF RECORD DESIGN FLOOD BASE FLOOD GREATEST FLOOD
OVERTOPPING or
TOTAL SCOUR ELEVATION
PIER INFORMATION LONG TERM
SCOUR ELEV.
WORST CASE < 100 yr.
FREQ. (yr.)FREQ. (yr.)
HYDRAULIC RECOMMENDATIONS
BEGIN BRIDGE STATION1.
2.
3.
4.
CLEARANCE PROVIDED:
MINIMUM CLEARANCE:
ABUTMENTS:
NAV: HORIZ.
NAV: HORIZ.
VERT.
VERT.
END BRIDGE STATION
ABOVE EL.
ABOVE EL.
DRIFT: HORIZ.
DRIFT: HORIZ.
VERT.
VERT.
ABOVE EL.
ABOVE EL.
END BRIDGEBEGIN BRIDGE
RUBBLE GRADE:
SLOPE:
BURIED OR NON-BURIED HORIZ. TOE:
TOE HORIZ. DISTANCE:
LIMIT OF PROTECTION:
DECK DRAINAGE:5.
REMARKS:
AREA OF OPENING@D.F.
HYDRAULIC DESIGN DATA
EXISTING STRUCTURES
SKEW ANGLE
SIZE AND TYPENUMBERS
ELEV. LOW MEMBER
BRIDGE WIDTH
TYPE CONSTRUCTION
SPAN LENGTH
OVERALL LENGTH
FOUNDATION
(REFERENCE)
WORST CASE < 500 yr.
12 13 PI STA. 13+95.41PI STA. 14+36.11PC STA. 11+71.14PT STA. 11+77.36PI STA. 11+74.26PC STA. 11+44.94PT STA. 11+49.20PI STA. 11+47.0811
14 15
CONCRETE PILES
CONC. FLAT SLAB
32'-0"
579 SQ.FT.
70'-0"
2 - 35'-0"
11.0' (NAVD)
CONCRETE PILES
738 SQ.FT.
10'-0"
181'-2"
3 SPANS: 40'-7"/83'-6"/57'-1"
PREFABRICATED STEEL TRUSS
12.92' (NAVD)
N/A
N/A
N/A
N/A
12+04.24 13+85.41
82'-0"
20'-0"
2.17'
2'10.75'
10.75'
0°
N/A
N/A
N/A11.14
140
0.18
0.01
100
10.75
165
0.23
0.04
25
N/A
1 AND 4
2 AND 3 7.20 7.25 N/A
N/A
6.20
4) THE OVERALL GOLDEN GATE CANAL WATERSHED IS 108 SQ.MI. THE GREEN CANAL IS UPSTREAM OF I-75 CANAL WEIR - I-75-1.
3) GREEN CANAL DRAINAGE BASIN SIZE AND DELINEATION NOT AVAILABLE.
2) HYDRAULIC DATA PER SFWMD - BCB FLOODING PROTECTION LEVEL OF SERVICE STUDY (BC-FPLOS).
1) ALL ELEVATIONS ARE REFERENCED TO NAVD 88. NAVD 88 ELEVATION = NGVD 29 ELEVATION -1.263FT.
18" PRESTRESSED CONC. SQUARE PILES
18" PRESTRESSED CONC. SQUARE PILES
--
DITCH LINING
1:2 (V:H)
BURIED
N/A
SEE CANAL BANK STABILIZATION DETAILS SEE CANAL BANK STABILIZATION DETAILS
DITCH LINING
1:2 (V:H)
BURIED
N/A
AND OUTFALLS INTO THE GREEN CANAL VIA EXISTING SWALES.
RUNOFF DRAINS OFF BOTH ENDS OF THE BRIDGE FROM THE HIGH POINT AT STATION 13+28.32
DO NOT USE FOR CONSTRUCTION PURPOSES.
THIS SHEET HAS BEEN INCLUDED IN THE PLANS FOR DOCUMENTATION.NOTE:CANALGREENDHW (25-YR) EL. 10.75
STA. 12+44.82
INT. BENT 2
STA. 13+28.32
INT. BENT 3
STA. 13+95.41
END APP. SLAB 2
STA. 13+85.41
FFBW END BENT 4
END BRIDGE
¡ SUNSHINE BLVD.
£ CONST. & PGL
STA. 11+94.24
BEGIN APP. SLAB 1
STA. 12+04.24
FFBW END BENT 1
BEGIN BRIDGE
RUBBLE RIPRAP (TYP.)
LIMITS OF
EXISTING BRIDGE NO. 034105
OVER GREEN CANAL
SUNSHINE BLVDI-75BOAT RAMP AREA
EROSION CONTROL OF EXISTING
PERFORMANCE TURF TO PROVIDE
LIMITS OF MINOR REGRADING AND
1
181'-2" OVERALL BRIDGE LENGTH
END BENT 4
END BRIDGE
END BENT 1
BEGIN BRIDGE
(DITCH-LINING) (TYP.)
RUBBLE RIPRAP
INDEX NO. 455-018
CONC. PILES (TYP.)
18" SQ. PRESTRESSED
SFWMD R/W LINESFWMD R/W LINE
R/W LINE
SFWMD R/W LINE SFWMD R/W LINE
R/W LINE
EL. 12.92
LOW MEMBER
R 25 E R 26 E R 27 E
T 49 ST 49 SD/S WEIR CONTROL EL. 6.20
EXISTING GROUND LINE
BRIDGE HYDRAULIC RECOMMENDATIONS
B1-2
11+00 12+00 13+00 14+00 15+00
-25
0
25
-25
0
25
KAS
SJHBENT 2INT.BENT 3INT.( 1 )( 2 )( 3 )( 4 )
and land use. Users of this data are cautioned against the assumption of precision which cannot be obtained.
The resultant hydraulic data is sensitive to changes, particularly antecedent conditions, urbanization, channelization
determined by a study of the watershed. Many judgements and assumptions are required to establish these factors.
elevations which may be anticipated in any given year. This data was generated using highly variable factors
The hydraulic data is shown for informational purposes only to indicate the flood discharges and water surface
SCOUR PREDICTIONS FOR PROPOSED STRUCTURE DESCRIBED ABOVE:
225 E ROBINSON STREET, SUITE 505
ORLANDO, FL 32801
CERTIFICATE OF AUTHORIZATION 000072
KENNEDY SIMMONDS, P.E.
P.E. LICENSE NUMBER 66357
CH2M
Greatest Flood: The most severe that can be predicted where overtopping is not practicable.
Overtopping Flood: Causes flow over the highway, over a watershed divide, or thru emergency relief structures.
Base Flood: Has a 1% chance of being exceeded in any given year (100 year frequency)
Design Flood: Utilized to assure a desired level of hydraulic performance. (see Flood Table below)
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.-1015678891011111213
STA. 12+43.81
RUBBLE RIPRAP LIMITS - INT. BENT 2 RUBBLE RIPRAP LIMITS - INT. BENT 3OVERALL10'-0"WIDTHBRIDGE1'-0"9'-0"EXISTING BRIDGE NO. 034105
¡ INT. BENT 2 ¡ INT. BENT 3
E ECLEAR8'-0"TOE OF BANK
TOE OF BANKTOP OF BANK
INDEX NO. 455-018
CONC. PILES (TYP.)
18" SQ. PRESTRESSED
DHW (25-YR) EL. 10.75'
(FROM BIOLOGICAL INDICATORS)
NORMAL WATER LEVEL
GROUND LINE
EXISTING
ADJUSTED TOE OF SLOPE ADJUSTED TOE OF SLOPE
1'-0"1'-6"EL. 12.5±
GROUND LINE
EXISTING
1'-0"1'-6"GROUND LINE
EXISTING
2'-0"EL. 8.1±
BEDDING STONE
FILTER FABRIC
3'-0"
3'-0"
3'-0"
SLOPE VARIES
FILTER FABRIC
BEDDING STONE
ADJUSTED TOE OF SLOPE
2'-0"
(DITCH-LINING)
RUBBLE RIPRAP
(DITCH-LINING)
RUBBLE RIPRAP
£ CONST. & PGL
STA. 13+28.32
INT. BENT 3STA. 12+44.82
INT. BENT 2
MIN.
2'-0"
(DITCH-LINING)
RUBBLE RIPRAP
(DITCH-LINING)
RUBBLE RIPRAP
(DITCH-LINING) (TYP.)
RUBBLE RIPRAP
TOP OF BANK
TOP OF BANK
SFWMD R/W LINE
SFWMD R/W LINE
OF EXISTING BOAT RAMP AREA
TURF TO PROVIDE EROSION CONTROL
MINOR REGRADING AND PERFORMANCE
OF SLOPE
ADJUSTED TOE
LOW MEMBER EL. 13.73
LOW MEMBER EL. 13.65
"4
3MVC = 2'-10
1
2
¡ SUNSHINE BLVD.
R/W LINE3
4
5
6
8
7
9
1312
14
15
18
17
20
21
19
16
11
10
3'-0"
Bhushan A. Godbole, PE No. 54325
CH2M
5801 Pelican Bay Blvd., Suite 505
Naples, FL 34108
(239) 596-1715
Certificate of Authorization: 000072
EAG
BAG
BAG
RLM
REF. DWG. NO.
SHEET NO.
SHEET TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
CHECKED BY:
ROAD NO.COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
COLLIER 435030-1-58-01
egunders 2/5/2019 5:08:43 PM c:\pw_workdir\den003\ch2mhill_egunders\d0156533\B1RipRapRubble01.dgn
GROWTH MANAGEMENT DEPARTMENT
COLLIER COUNTY
ELEVATION
DIRECTION OF STATIONING
0
5
10
15
20
0
5
10
15
20
PLANCANALGREEN
B1-3
CANAL BANK STABILIZATION DETAILS
2
1
SECTION A-A
2
1
SECTION B-B
AA B
Fabric
Filter
Fabric
Filter
B
BB-1
BB-2
STA. 12+42.73 OFF. 31.97 RT
STA. 12+38.18 OFF. 5.71 LT
STA. 12+52.70 OFF. 5.85 LT
STA. 12+54.71 OFF. 5.86 LT
STA. 12+56.33 OFF. 17.95 RT
STA. 12+57.45 OFF. 19.61 RT
STA. 12+56.57 OFF. 21.40 RT
STA. 12+55.24 OFF. 22.90 RT
STA. 12+54.42 OFF. 19.35 RT
OFF. 32.04 RT10
9
8
7
6
5
4
3
2
1
PT STATION OFFSET
STA. 13+19.44 OFF. 6.46 LT
STA. 13+31.82 OFF. 6.57 LT
STA. 13+31.82 OFF. 30.64 RT
STA. 13+31.01 OFF. 30.71 RT
STA. 13+18.80 OFF. 19.70 RT
STA. 13+16.96 OFF. 21.27 RT
STA. 13+18.42 OFF. 22.63 RT
STA. 13+15.66 OFF. 19.75 RT
STA. 13+16.32 OFF. 19.18 RT
STA. 13+17.02 OFF. 17.70 RT21
20
19
18
17
16
15
14
13
12
11 OFF. 6.44 LTSTA. 13+17.44
PT STATION OFFSET
OVER GREEN CANAL
SUNSHINE BOULEVARD PEDESTRIAN BRIDGE
12 13 14
15
SAN
SAN
SAN
WATER
WATER WATER
W06-03W11-02W16-09PAHEADOM3-ROM3-ROM3-LOM3-L Green Blvd W11-02W16-07PLxxxxxCOLLIER AREA TRANSITW11-02(10) FIRC 5/8 UR
(9) FIRC 1/2 LB6355
(5) FIRC 1/2 UR
(6) FIR 5/8
(8) FIRC 5/8 LB6773
(7) FIRC 5/8 UR
(13) FIRC 5/8 5013
(881) SNAIL 60D
(14) FIRC 5/8 UR
(880) SNAIL 60D
(15) FIRC 5/8 LB43
EXIST. WATER VALVE
EXIST. WATER VALVE
EXIST. WATER VALVE
EXIST. SEWER VALVE
EXIST. SEWER VALVE
EXIST. TEL PED
EXIST. TEL PED
EXIST. FORCE MAIN
EXIST. HANDRA
IL
EXIST. HANDRAIL
EXIST. HANDRAIL
EXIST. HANDRAIL
EXIST. POWER POLE EXIST. POWER POLE EXIST. POWER POLE
EXIST. WATER METER
EXIST. SEWER MANHOLE
EXIST. GUARDRAIL
EXIST. GUARDRAIL
EXIST. FIRE HYDRANT
EXIST. CONDUIT
EXIST. PALMSUE111.717
SUE211.889
SUE311.849 SUE411.817
SUE511.710
SUE612.082
SUE710.922
SUE811.031SUE911.243
SUE1011.295
SUE1110.513
SUE1211.037
SUE1311.195
SUE148.412STCC 4 BLACK CABLE PIC 3SUE159.553STCC 4 BLACK CABLE
SUE169.880STCC 4 BLACK CABLE
SUE178.491STCC 4 BLACK CABLE PIC 2
SUE188.515STCE 4 RED HDPE PIC 2SUE198.419STCE 4 RED HDPE
SUE208.074STCE 4 RED HDPE
SUE2111.597STCE 4 STEEL PIPESUE2211.062STCE 4 STEEL PIPE
SUE2311.942ELEC GPR MARKINGS
SUE248.573STCE 4 RED HDPE
SUE257.722STCE 4 RED HDPE PIC 7SUE2611.585ELEC GPR MARKINGS
SUE2711.382ELEC GPR MARKINGSSUE2811.440ELEC GPR MARKINGS
SUE2911.581ELEC GPR MARKINGS
SUE307.669STCE 4 RED HDPE PIC 7
SUE318.537
STCE 4 RED HDPE
SUE3211.952ELEC GPR MARKINGS
SUE3310.676STCE 4 STEEL PIPE
SUE3411.126STCE 4 STEEL PIPE SUE35
12.769
STCE 4 RED HDPE
SUE368.135
STCE 4 RED HDPE SUE378.191
STCE 4 RED HDPE PIC 2
SUE3810.987
SUE397.990STCWL 10 WHITE PVC PIC 1SUE408.095STCWL 10 WHITE PVC
SUE418.381WL GPR MARKINGS
SUE4211.633STCWL 10 45 BEND DIP
SUE4311.721STCWL 10 45 BEND DIPSUE4412.449WL GPR MARKINGS
SUE458.147STCWL 10 BLUE PVC PIC 8
SUE469.102STCC 3\4 BLACK CABLE PIC 4
SUE479.170STCC 3\4 BLACK CABLE
SUE4811.579 -1-100
11234455556677889910 10101011
111111
111112121212 1213130BORING LOCATION PLAN NFeet
100200
THOMAS E. MUSGRAVE, JR., P.E.
7351 TEMPLE TERRACE HIGHWAY
P.E. LICENSE NUMBER 81669
TIERRA, INC.
TAMPA, FLORIDA 33637
CERTIFICATE OF AUTHORIZATION NO. 6486
BJS
BJS
TEM
KW
12 to 24
6 to 12
24 to 40
8 to 24
(BLOWS/FT.)
(BLOWS/FT.)
GREATER THAN 24
LESS THAN 3
GREATER THAN 40
LESS THAN 1
3 to 6
1 to 3
3 to 8
8 to 15
30 to 50
10 to 30
4 to 10
(BLOWS/FT.)
SPT N-VALUE
(BLOWS/FT.)
GREATER THAN 30
LESS THAN 4
GREATER THAN 50
LESS THAN 2
VERY LOOSE
HARD
VERY STIFF
STIFF
SILTS AND CLAYS
CONSISTENCY
FIRM
SOFT
VERY SOFT
LOOSE
DENSE
VERY DENSE
4 to 8
2 to 4
RELATIVE DENSITY
GRANULAR MATERIALS-
SAFETY HAMMER
MEDIUM DENSE
AUTOMATIC HAMMER
SPT N-VALUE
SPT N-VALUE SPT N-VALUE
15 to 30
APPROXIMATE SPT BORING LOCATION
LEGEND
SAND
SILTY SAND
SILT
WEATHERED LIMESTONE
FIELD EXPLORATIONS
GROUNDWATER LEVEL ENCOUNTERED DURING
LOSS OF CIRCULATION OF DRILLING FLUID (%)100-5
0
5
10
15
N
28
50/2
50/3
50/5
50/5
50/2
27
20
WR
WR
1
12
50/2
50/6
16
31
35
44
56
BOR #BB-1
STA.12+42
REF.
OFF.24' RT.
DATE 1/30/2018
DRILLER A. TORRES
HAMMER AUTOMATIC
RIG D-25
N
16
56/8
50/1
50/0
15
15
4
1
4
WR
WH
14
50/2
50/4
24
34
50/5
62
32
BOR #BB-2
STA.13+47
REF.
OFF.17' RT.
DATE 1/30/2018
DRILLER A. TORRES
HAMMER AUTOMATIC
RIG D-25
100
100
100
100
100
100
WEATHERED LIMESTONE
WEATHERED LIMESTONE
LIMEROCK FRAGMENTS - FILL (SP/SP-SM)
BROWN SAND TO SAND WITH SILT WITH
WEATHERED LIMESTONE FRAGMENTS (SM)
GRAY TO BROWN SILTY SAND WITH
WEATHERED LIMESTONE FRAGMENTS (SM)
GRAY TO BROWN SILTY SAND WITH
WEATHERED LIMESTONE FRAGMENTS (SM)
GRAY TO BROWN SILTY SAND WITH
WEATHERED LIMESTONE FRAGMENTS (SM)
GRAY TO BROWN SILTY SAND WITH
BB-1 BB-2
LONGITUDE: W 81.70268
LATITUDE: N 26.19749
LONGITUDE: W 81.70271
LATITUDE: N 26.19778
WEATHERED LIMESTONE
ELEVATION -68.6 FT (NAVD)
BORING TERMINATED AT
ELEVATION -71.0 FT (NAVD)
BORING TERMINATED ATELEVATION IN FEET (NAVD)ELEV.11.4 ELEV.9.0
100
100
-10
-15
-20
-25
-30
-35
-40
-45
-50
-55
-60
-65
-70
ENVIRONMENTAL CLASSIFICATION:
SUBSTRUCTURE
SUBSTRUCTURE
SUPERSTRUCTURE SLIGHTLY AGGRESSIVE
RESISTIVITY
CHLORIDES
SULFATES
pH
2,300 TO 2,400 OHM-CM
180 PPM
24 TO 27 PPM
7.4 TO 7.7
WATER TEST RESULTS:
NOTES:
-75
-5
0
5
10
15
ELEVATION IN FEET (NAVD)-10
-15
-20
-25
-30
-35
-40
-45
-50
-55
-60
-65
-70
-75
FRAGMENTS - FILL (SM)
BROWN SILTY SAND WITH LIMEROCK
WEATHERED LIMESTONE FRAGMENTS (ML-CL)
GRAY TO BROWN CLAYEY SILT WITH
RESISTIVITY
CHLORIDES
SULFATES
pH
8 TO 10 PPM
SOIL TEST RESULTS:
CONCRETE: MODERATELY AGGRESSIVE (WATER-RESISTIVITY=2,300 OHM-CM)
STEEL: MODERATELY AGGRESSIVE (WATER-RESISTIVITY=2,300 OHM-CM)
10,000 TO 11,000 OHM-CM
45 PPM
9.2
-200=6
PI=5
LL=23
NMC=34
-200=61
-200=14
PI=NP
LL=NP
NMC=23
-200=26
WEATHERED LIMESTONE FRAGMENTS (ML-CL)
GRAY TO BROWN CLAYEY SILT WITH
£ CONST.BASELINE OF CONSTRUCTION OF SUNSHINE BLVD.
NORTH AMERICAN VERTICAL DATUM OF 1988
NON-PLASTIC
PLASTICITY INDEX (%)
LIQUID LIMIT (%)
NATURAL MOISTURE CONTENT (%)
PERCENT PASSING #200 SIEVE
OF ROD
SPLIT-SPOON SAMPLER ADVANCED UNDER WEIGHT
OF ROD AND HAMMER
SPLIT-SPOON SAMPLER ADVANCED UNDER WEIGHT
NUMBER OF BLOWS FOR 4 INCHES OF PENETRATION
(UNLESS OTHERWISE NOTED).
SPT VALUE FOR 12 INCHES OF PENETRATION
NUMBERS TO THE LEFT OF BORINGS INDICATE
FOR CONFIRMATION OF VISUAL REVIEW.
AND LABORATORY TESTING ON SELECTED SAMPLES
GROUP SYMBOL AS DETERMINED BY VISUAL REVIEW
UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D 2487)
NAVD
NP
PI
LL
NMC
-200
WR
WH
50/4
N
SP
LIMESTONE/CAPROCK
SANDY LIMESTONE/CAPROCK
SANDY LIMESTONE/CAPROCK
£ CONST.£ CONST.
£ CONST.
STA. 12+04.24
BEGIN BRIDGE
STA. 13+85.41
END BRIDGE
CONSIDERED APPROXIMATE.
IN CONJUNCTION WITH THE PROJECT DESIGN FILES. THE BORING LOCATIONS SHOULD BE
NON-SURVEY GRADE GPS UNIT WITH A MANUFACTURER'S REPORTED ACCURACY OF ± 10 FEET
THE BORING LOCATIONS WERE ESTIMATED WITH THE USE OF A HANDHELD GARMIN ETREX
ELEVATION OF UP TO +40 FEET, NGVD, AT NO ADDITIONAL COST TO THE PROJECT OWNER.
CONSTRUCTION METHODS SHOULD ADDRESS AND HANDLE A POTENTIOMETRIC SURFACE
GEODETIC VERTICAL DATUM OF 1929 (NGVD). THE CONTRACTOR’S TOOLS AND
PROPOSED PEDESTRIAN BRIDGE IS APPROXIMATELY +30 TO +40 FEET, NATIONAL
(SFWMD), THE POTENTIOMETRIC SURFACE ELEVATION IN THE VICINITY OF THE
PUBLICATION WS-7 PREPARED BY THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT
AQUIFER SYSTEM AT THE I-75 CANAL SITE IN COLLIER COUNTY, FLORIDA” TECHNICAL
BASED ON A REVIEW OF THE “HYDROGEOLOGIC INVESTIGATION OF THE FLORIDAN
2.
1.THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.REF. DWG. NO.
SHEET NO.
SHEET TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
CHECKED BY:
ROAD NO.COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
COLLIER 435030-1-58-01
B1-4
REPORT OF CORE BORINGS
egunders 1/25/2019 10:43:42 AM c:\pw_workdir\den003\ch2mhill_egunders\d0156501\B1Boring01.dgn
GROWTH MANAGEMENT DEPARTMENT
COLLIER COUNTY
OVER GREEN CANAL
SUNSHINE BOULEVARD PEDESTRIAN BRIDGE
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.PT STA. 11+77.3612 13 PI STA. 13+95.4114
STA. 12+44.82
INT. BENT 2
STA. 13+28.32
INT. BENT 3
STA. 12+04.24
FFBW END BENT 1
BEGIN BRIDGE
STA. 13+85.41
FFBW END BENT 4
END BRIDGE
£ CONST.
R/W Line
6"
¡ CAP & PILES FFBW8'-6"8'-6"1
2
1
2
3
1
2
3
1
2
6"
¡ CAP & PILESFFBW
END BENT 1
END BENT 4
INT. BENT 2
INT. BENT 3 4'-6"4'-0"18
18
18
18
0.65
0.65
0.65
0.65
BB-1
BB-2
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
-37
-37
-40
-40
65
N/A
N/A
70
-10.0
-10.0
-10.0
N/A
N/A
N/A
N/A
N/A
N/A
TOP OF BANK
TOE OF BANK
TOE OF BANK
-10.0
INDEX NO. 455-018
CONC. PILES (TYP.)
18" SQ. PRESTRESSED6"4'-6"4'-0"6"10.9
11.5
11.6
10.8
10.9
11.5
11.6
10.8
11.5
11.66"6"27
53
53
27
7.25
7.25
42
82
82
42
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
- APPROXIMATE SPT BORING LOCATION.
- DENOTES TEST PILE
- DENOTES PLUMB PILE
-
-
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Bhushan A. Godbole, PE No. 54325
CH2M
5801 Pelican Bay Blvd., Suite 505
Naples, FL 34108
(239) 596-1715
Certificate of Authorization: 000072
EAG
BAG
BAG
RLM
REF. DWG. NO.
SHEET NO.
SHEET TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
CHECKED BY:
ROAD NO.COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
COLLIER 435030-1-58-01
egunders 1/25/2019 2:24:56 PM c:\pw_workdir\den003\ch2mhill_egunders\d0156533\B1FoundLay01.dgn
GROWTH MANAGEMENT DEPARTMENT
COLLIER COUNTY
PLAN LEGEND
PILE DATA TABLE
DESIGN CRITERIAINSTALLATION CRITERIA
NUMBER
BENT
or
PIER
(in.)
SIZE
PILE
(tons)
RESISTANCE
BEARING
NOMINAL
(ft.)
ELEVATION
TIP
MINIMUM
(ft.)
LENGTH
PILE
TEST
(ft.)
ELEVATION
JET
REQUIRED
(ft.)
ELEVATION
PREFORM
REQUIRED
(tons)
LOAD
DESIGN
FACTORED
(tons)
DRAG
DOWN
(tons)
RESISTANCE
SCOUR
TOTAL
(tons)
RESISTANCE
SCOUR
NET
(ft.)
ELEVATION
SCOUR
100-YEAR
PILE 1 PILE 2 PILE 3
FACTORED DESIGN LOAD + NET SCOUR RESISTANCE + DOWN DRAG
Ø
≤ NOMINAL BEARING RESISTANCE
(tons)
LOAD
UPLIFT
DESIGN
FACTORED
Ø COMPRESSIONTable Date 01/01/16
(tons)
RESISTANCE
UPLIFT
NOMINAL
Ø UPLIFT STORM EVENT.
100-YEAR SCOUR ELEVATION - ESTIMATED ELEVATION OF SCOUR DUE TO THE 100 YEAR
TO THE SCOUR ELEVATION.
REQUIRED PREFORMED OR JETTING ELEVATION
RESISTANCE PROVIDED BY THE SOIL FROM THE
NET SCOUR RESISTANCE - AN ESTIMATE OF THE ULTIMATE STATIC SIDE FRICTION
RESISTANCE PROVIDED BY THE SCOURABLE SOIL.
TOTAL SCOUR RESISTANCE - AN ESTIMATE OF THE ULTIMATE STATIC SIDE FRICTION
(SPECIFY ONLY WHEN DESIGN REQUIRES UPLIFT CAPACITY).
THE 100 YEAR SCOUR ELEVATION TO RESIST PULLOUT OF THE PILE
UPLIFT RESISTANCE - THE ULTIMATE SIDE FRICTION CAPACITY THAT MUST BE OBTAINED BELOW
Direction of Stationing
B1-5
FOUNDATION LAYOUT CANALGREENELEVATIONS
PILE CUT-OFF
PILE INSTALLATION NOTES:
PREFORMING.
ROCK AUGERS, PUNCHES, DRILL BITS, ETC. TO COMPLETE
METHODS INCLUDING, BUT NOT LIMITED TO, CORE BARRELS,
ANTICIPATE THE USE OF SPECIALIZED EQUIPMENT AND/OR 11.
ENGINEER.
FOUNDATION LAYOUT SHEETS OR AS DIRECTED BY THE
PERMANENT PLUMB PILE AT LOCATIONS SHOWN ON THE
TEST PILES SHALL BE DRIVEN IN POSITION OF A 10.
THE ENGINEER.
TO INSTALLING PILES UNLESS OTHERWISE AUTHORIZED BY
COMPLETE ALL EXCAVATIONS OF THE FOUNDATIONS PRIOR 9.
PREVENT PILE DAMAGE DURING DRIVING.
(LIMESTONE) TO ACHIEVE MINIMUM TIP ELEVATION AND
PENETRATE THROUGH HARD SUBSURFACE STRATA
THE REQUIRED PREFORM ELEVATIONS ARE REQUIRED TO 8.
PER SECTION 455 OF THE FDOT SPECIFICATION.
ALL TEST PILES SHALL BE DYNAMICALLY MONITORED AS 7.
THE BENT AND PROCEED OUTWARD.
AT EACH BENT, PILE DRIVING IS TO COMMENCE AT THE CENTER OF 6.
ELEVATION, WHICHEVER IS DEEPER.
PILES BELOW THE 100-YEAR SCOUR ELEVATION OR REQUIRED JET
THE CONTRACTOR SHOULD NOT ANTICIPATE BEING ALLOWED TO JET 5.
ENGINEER.
NO JETTING WILL BE ALLOWED WITHOUT THE APPROVAL OF THE 4.
REQUIRED DRIVING RESISTANCE.
THE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINATION OF THE
PREFORMING ELEVATIONS DIFFER FROM THOSE SHOWN ON THE TABLE,
ELEVATION UNTIL THE PILE DRIVING IS COMPLETED. IF JETTING OR
LOWERED TO THE ELEVATION AND CONTINUE TO OPERATE AT THIS
WHEN A REQUIRED JETTING ELEVATION IS SHOWN, THE JET SHALL BE 3.
AVOID PILE SETTLEMENT.
LOOSE AND VERY SOFT SANDY TO SILTY SOILS AND IN ORDER TO
MINIMUM TIP ELEVATION IS REQUIRED TO PENETRATE THROUGH VERY 2.
PILE INSTALLATION ACTIVITIES.
CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO ANY 1.
OVER GREEN CANAL
SUNSHINE BOULEVARD PEDESTRIAN BRIDGE
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.@ 6" (EF)2~4E412'-0"
1'-6"9'-0"1'-6"6"1'-0"6'-6"1'-6"WINGWALL (TYP.)
1'-0"6'-0"8'-0"1'-3"9'-6"1'-3"3'-0"1'-6"9'-0"1'-6"
£ CONST.
90°00'00"
END BENT 4 STA. 13+85.41
END BRIDGE FFBW
END BENT 1 STA. 12+04.24
BEGIN BRIDGE FFBW
APPROACH SLAB
OUTLINE OF
EL. D
EL. E
PILE EMBED.1'-0" MIN.(END BENT 1 SHOWN, END BENT 4 OPPOSITE HAND)
¡ BEARING ¡ BEARING
JT. MATERIAL (TYP.)
" PREFORMED EXP.2
1
INDEX NO. 455-018
CONC. PILES (TYP.)
18" SQ. PRESTRESSED
6"6"6"8"6"
5~6E2 @ 7"
2~5E2 (EF)2~5E3 (TYP.)
8~4E2 @ 1'-0"8"8"8"8"8"
4"3'-0"9""4199"5"3'-0"
1'-6"1'-6"
5"1'-1"5"1'-1"
(TYP.) U.N.O.
3" COVER
5E2 (EF)
1'-6"6"1'-0"EMBED.1'-0"3"3" 4"4"
" CHAMFER2
11
FFBW
INDEX NO. 455-018
CONC. PILES (TYP.)
18" SQ. PRESTRESSED
(TYP)
6E1 (DOWEL)
12" MAX. (EF)
6~5E6 @
5E4
8'-0"1'-0"12" MAX. (EF)
6~5E6 @
5E5
8'-0"1'-0"1'-0" MAX. (EF)
6~5E6 @PILE1'-0" MIN.EMBED.OR 4E3
4E2
12" MAX. (EF)2~5E5 @1~5E5 (EF)
1~4E1
"(+) (EF)4
112~4E5 @ 114""4332'-0"
¡ BEARING PLATES
6E1
SEE NOTE 2 ¡ BEARING PLATES
EA. OVERHANG)
1~4E2 (TYP.2~8B1 BUNDLED (EF)
2~8B1 BUNDLED (EF)
4E5
¡ BENT & PILES
COVER4"4~5E4MAX. (EF)@ 1'-0""217¡ BENT & PILES
ANCHOR BOLT (TYP.)
WALL
GRAVITY
11+98.24 TO 12+04.24 LT.
13+85.41 TO 13+91.41 LT.
13+85.41 TO 13+91.41 RT.
42
42
42
42
1
1
1
1
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
11+98.24 TO 12+04.24 RT.7"PLAN FOR RAILING LIMITS)
STEEL INDEX NO. 515-052 (SEE
PEDESTRIAN/BICYCLE RAILING,
STEEL INDEX NO. 515-052
PEDESTRIAN/BICYCLE RAILING,
6" (EF)
2~4E4 @
APPROACH SLAB
OUTLINE OF
4E6 (TYP)
4E7 (TYP)
4E7
4E6
2~4E3 (TYP. AT PILES)EMBED.48'-0"4"4"
6" CHEEKWALL (TYP.)
2'-0"3~6E1 @ 4'-0" = 8'-0"2'-0"(END BENT 4)(END BENT 1)5~6E2 @ 7"
SIMILAR BUT OPPOSITE HAND)
(END BENT 1 SHOWN, END BENT 4 EMBED. FOR1'-9" MIN.OF THE ANCHOR BOLTS.
SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION
OF SECTION 416 AND 937 OF THE FDOT SPECIFICATIONS. CONTRACTOR
DIAMETER AND HOLE CLEANING TECHNIQUE AND MEET REQUIREMENTS
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS FOR HOLE
ADHESIVE BONDED POST-INSTALLED ANCHORS INSTALLED IN
3. ANCHOR BOLTS SHALL BE EITHER CAST-IN-PLACE "J" BOLTS OR
BACKWALL AND APPROACH SLAB.
PROVIDE TWO LAYERS OF 30# SMOOTH ROOFING PAPER BETWEEN 2.
B1-13 FOR BEARING DETAILS.
ALL BEARING SURFACES SHALL BE FINISHED LEVEL. REFER TO SHEET 1.
INFORMATION, SEE SHEET B1-13.
FOR NEOPRENE PAD AND BASE PLATE*
BASE PLATE *
4E1
NEOPRENE PAD *
¡ ANCHOR BOLTS (SEE NOTE 3)"J" BOLTS¡ BENT, PILES ¡ BENT, PILES
SHEET B1-13 (TYP.)
DETAILS SEE
FOR BEARING PLATE
Certificate of Authorization: 000072
(239) 596-1715
Naples, FL 34108
5801 Pelican Bay Blvd., Suite 505
CH2M
Bhushan A. Godbole, PE No. 54325
EAG
BAG
BAG
RLM
REF. DWG. NO.
SHEET NO.
SHEET TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
CHECKED BY:
ROAD NO.COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
COLLIER 435030-1-58-01
egunders 1/25/2019 10:55:13 AM c:\pw_workdir\den003\ch2mhill_egunders\d0156533\B1EndBent01.dgn
GROWTH MANAGEMENT DEPARTMENT
COLLIER COUNTY
PLAN
ELEVATION
(MEASURE ALONG ¡ BEARINGS)
CHORD SPACING
PILE SPACING
B1-6
END BENT DETAILS
A
A
A'
A'
VIEW A'-A' (OPPOSITE)
VIEW A-A (SHOWN)
NOTES
ELEVATIONS
BOTTOM OF CAP TOP OF CAP
A B
LOCATION
END BENT 1
END BENT 4
C E
TOP OF BACKWALL TOP OF WINGWALL
D
EL. A
EL. B
EL. C
12.889
12.739
13.920 14.899 14.609
14.50514.74913.770
B
B
SECTION B-B
SECTION D-DSECTION C-C
9.739
9.889
CC
D D
TABLE DATE 01-01-11PROJECT REQUIREMENTS
STEEL PEDESTRIAN/BICYCLE RAILING DATA TABLES
(SPECIAL CONDITIONS ONLY)
PASSAGE OF 4" SPHERE
INFILL PANEL TO REJECT
Required: (Yes/No)
GUARD
BOTTLE
(IN.)
HEIGHT
(LT. OR RT.)
STATION TO STATION
COATINGS
COLORED
TYPE
STYLE
(END BENT 1)STATIONINGDIRECTION OF(END BENT 4)STATIONINGDIRECTION OFNOTE: WORK THIS DATA TABLE WITH INDEX NO. 515-052.
OVER GREEN CANAL
SUNSHINE BOULEVARD PEDESTRIAN BRIDGE
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.12'-0"
1'-3"9'-6"1'-3"
90°00'00"
STA. 13+28.32
INT. BENT 3
STA. 12+44.82
INT. BENT 2
1'-6"2 SPA. @ 4'-6" = 9'-0"1'-6"3'-0"3'-0"1'-6"1'-6"£ CONST.PILE EMBED.1'-0" MIN.INDEX NO. 455-018
CONC. PILES (TYP.)
18" SQ. PRESTRESSED
¡ BEARING ¡ BEARING
6"8"8"8"
1'-6"4'-6"4'-6"1'-6"
@ 10"
4~4B2
PILES)
(TYP BETWEEN
5~6B1 @ 7"
2~5B1 (EF)
8"8"6"8"
5~6B1 @ 7"4"3'-0"9""4199"5"3'-0"
1'-6"1'-6"
5"1'-1"
(TYP.) U.N.O.
3" COVER
INDEX NO. 455-018
CONC. PILES (TYP.)
18" SQ. PRESTRESSED
1'-1"5"
5B1 (EF)EMBED.OR 4B3
4B2
PILE1'-0" MIN.4"
" CHAMFER (TYP)2
11
1'-6"1'-6"
3'-0"COVER4"2~8B1 BUNDLED (EF)"4332'-0"
¡ BENT, PILES & BEARING PLATES
2~8B1 BUNDLED (EF)
2~5B2 (TYP.)
AT PILES)
2~4B3 (TYP.
OVERHANG)
1~4B2 (TYP. EA.
& BEARING PLATES
¡ BENT, PILES
(TYP.)
1~4B1
REFER TO SHEET B1-13 FOR BEARING DETAILS.
ALL BEARING SURFACES SHALL BE FINISHED LEVEL. 1.
BASE ¢ *
INTERMEDIATE BENT 3 SIMILAR)
(INTERMEDIATE BENT 2 SHOWN,EMBED. FOR1'-9" MIN.J BOLTS4B1
NEOPRENE PAD *
BOLT INFORMATION.
SEE SHEET B1-6 NOTE 3 FOR ANCHOR**
INFORMATION, SEE SHEET B1-13.
FOR NEOPRENE PAD AND BASE PLATE*
¡ ANCHOR BOLTS **
SHEET B1-13 (TYP.)
FOR BEARING PLATE DETAILS SEE
ANCHOR BOLT (TYP.)
Certificate of Authorization: 000072
(239) 596-1715
Naples, FL 34108
5801 Pelican Bay Blvd., Suite 505
CH2M
Bhushan A. Godbole, PE No. 54325
EAG
BAG
BAG
RLM
REF. DWG. NO.
SHEET NO.
SHEET TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
CHECKED BY:
ROAD NO.COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
COLLIER 435030-1-58-01
egunders 1/25/2019 11:06:39 AM c:\pw_workdir\den003\ch2mhill_egunders\d0156533\B1IntBent01.dgn
GROWTH MANAGEMENT DEPARTMENT
COLLIER COUNTY
B1-7
INTERMEDIATE BENT DETAILS
NOTES
(MEASURE ALONG ¡ BEARINGS)
CHORD SPACING
PILE SPACING
PLAN
ELEVATION
A
A
ELEVATIONS
BOTTOM OF CAP TOP OF CAP
A B
INT. BENT 2
INT. BENT 3
LOCATION
EL. B
EL. A
10.469
10.549
13.469
13.549
SECTION A-ASTATIONINGDIRECTION OF
OVER GREEN CANAL
SUNSHINE BOULEVARD PEDESTRIAN BRIDGE
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.45°
10'-0"
1'-0"9'-0"
3"3"
14~4A2 @ 9" MAX. (BOTTOM OF SLAB)
11~4A2 @ 1'-0" MAX. (TOP OF SLAB)9'-11"3"3"21~5A1 @ 6" MAX. (BOTTOM OF SLAB)11~4A1 @ 1'-0" MAX. (TOP OF SLAB)"43111'-0"
10'-0"10"4A1 BARS
5A1 BARS
4A2 BARS
COVER4"COVER2"ROOFING PAPER
TWO LAYERS OF 30# SMOOTH
FFBW
BEGIN OR END BRIDGE
COVER
2"
(END BENT 1 SHOWN, END BENT 4 OPPOSITE HAND)
£ CONST.
END BENT 4 STA. 13+85.41
END BRIDGE FFBW
END BENT 1 STA. 12+04.24
BEGIN BRIDGE FFBW
90°00'00"
(TYP.)
FOR JOINT DETAILS
SEE DRAWING B1-1
FOR DETAILS
SEE DRAWINGS B1-6
U-SHAPED DOWELS7"0.00%ON SHEET B1-1
CURVE DATA
REFER TO VERTICAL "2111Bhushan A. Godbole, PE No. 54325
CH2M
5801 Pelican Bay Blvd., Suite 505
Naples, FL 34108
(239) 596-1715
Certificate of Authorization: 000072
EAG
BAG
BAG
RLM
REF. DWG. NO.
SHEET NO.
SHEET TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
CHECKED BY:
ROAD NO.COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
COLLIER 435030-1-58-01
egunders 12/14/2018 12:33:48 PM c:\pw_workdir\den003\ch2mhill_egunders\d0156533\B1ApproachSlab01.dgn
GROWTH MANAGEMENT DEPARTMENT
COLLIER COUNTY
B1-8
APPROACH SLAB DETAILS
APPROACH SLAB - PLAN
SECTION A-A
A
A
STATIONING
DIRECTION OF
OVER GREEN CANAL
SUNSHINE BOULEVARD PEDESTRIAN BRIDGE
REF. DWG. NO.SHEET NO.SHEET TITLE:PROJECT NAME:DRAWN BY:CHECKED BY:DESIGNED BY:CHECKED BY:ROAD NO.COUNTYFINANCIAL PROJECT IDREVISIONSDATEBYDESCRIPTIONDATEBYDESCRIPTIONJDMAKHSECAKHTHE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
REF. DWG. NO.SHEET NO.SHEET TITLE:PROJECT NAME:DRAWN BY:CHECKED BY:DESIGNED BY:CHECKED BY:ROAD NO.COUNTYFINANCIAL PROJECT IDREVISIONSDATEBYDESCRIPTIONDATEBYDESCRIPTIONJDMAKHSECAKHTHE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
REF. DWG. NO.SHEET NO.SHEET TITLE:PROJECT NAME:DRAWN BY:CHECKED BY:DESIGNED BY:CHECKED BY:ROAD NO.COUNTYFINANCIAL PROJECT IDREVISIONSDATEBYDESCRIPTIONDATEBYDESCRIPTIONJDMAKHSECAKHTHE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
REF. DWG. NO.SHEET NO.SHEET TITLE:PROJECT NAME:DRAWN BY:CHECKED BY:DESIGNED BY:CHECKED BY:ROAD NO.COUNTYFINANCIAL PROJECT IDREVISIONSDATEBYDESCRIPTIONDATEBYDESCRIPTIONJDMAKHSECAKHTHE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
REF. DWG. NO.SHEET NO.SHEET TITLE:PROJECT NAME:DRAWN BY:CHECKED BY:DESIGNED BY:CHECKED BY:ROAD NO.COUNTYFINANCIAL PROJECT IDREVISIONSDATEBYDESCRIPTIONDATEBYDESCRIPTIONJDMAKHSECAKHTHE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
TRUSS NOTES1.DESIGN PROCEDURE IS IN ACCORDANCE WITH ''LRFD BRIDGE DESIGNSPECIFICATIONS'' 7TH EDITION & ''GUIDE SPECIFICATIONS FOR DESIGN OFPEDESTRIAN BRIDGES'' BY THE AMERICAN ASSOCIATION OF STATE HIGHWAYAND TRANSPORTATION OFFICIALS (AASHTO) 2009 AND FDOT STRUCTURESMANUAL 2018.2.ALL MATERIAL FABRICATED FROM HIGH STRENGTH STEEL, ASTM A500 GRADE COR ASTM A847 STRUCTURAL TUBING (FY=50,000 PSI), ASTM A588, OR ASTMA709-50 OR 50W (FY=50,000 PSI), OR A36 (FY=36,000 PSI) STRUCTURAL STEELSHAPES AND PLATES UNLESS SPECIFIED. ALL STRUCTURAL MATERIAL TO BEFY=50,000 PSI.3.THE GAS METAL ARC WELDING PROCESS OR FLUX CORED ARC WELDINGPROCESS WILL BE USED. WELDING TO BE IN ACCORDANCE WITH AWS D1.1.4.ALL TOP AND BOTTOM CHORD SHOP SPLICES TO BE COMPLETE PENETRATIONTYPE WELDS. WELD BETWEEN TOP CHORD AND END VERTICAL SHALL BE ASDETAILED.5.UNLESS OTHERWISE NOTED, WELDED CONNECTIONS SHALL BE FILLET WELDS(OR HAVE THE EFFECTIVE THROAT OF A FILLET WELD) OF A SIZE EQUAL TO THETHICKNESS OF THE LIGHTEST GAGE MEMBER IN THE CONNECTION. WELDSSHALL BE APPLIED AS FOLLOWS:A.BOTH ENDS OF VERTICALS, DIAGONALS, AND FLOOR BEAMS SHALL BEWELDED ALL AROUND.B.BRACE DIAGONALS WILL BE WELDED ALL AROUND.C.MISCELLANEOUS NON-STRUCTURAL MEMBERS (DEFINED AS MEMBERSWITH CONNECTION WELDS NOT SPECIFICALLY DETAILED) WILL BE SEALWELDED TO THEIR SUPPORTING MEMBERS, BUTT WELDED AT SHOP SPLICELOCATIONS, AND ARE TO BE EXEMPT FROM THE REQUIREMENTS OF AWSD1.1.7.BRIDGE DESIGN WAS ONLY BASED ON COMBINATIONS OF THE FOLLOWINGLOADS WHICH WILL PRODUCE MAXIMUM CRITICAL MEMBER STRESSES.A.90 PSF UNIFORM LIVE LOADING ON THE FULL DECK AREA OR ONE 10,000 LBVEHICLE LOAD. THE LOAD SHALL BE DISTRIBUTED AS A FOUR-WHEELVEHICLE WITH 80% OF THE LOAD ON THE REAR WHEELS. THE WHEELTRACK WIDTH OF THE VEHICLE SHALL BE 6'-0'' AND THE WHEEL BASE SHALLBE 10'-0''. THE VEHICLE SHALL BE POSITIONED SO AS TO PRODUCE THEMAXIMUM STRESSES IN EACH MEMBER, INCLUDING DECKING.B.170 MPH WIND LOAD DESIGN ACCORDING TO AASHTO LRFDSPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES, AND TRAFFIC SIGNALS (EQUATES TO 86 PSF).C.20 PSF UPWARD FORCE APPLIED AT THE WINDWARD QUARTER POINT OFTHE TRANSVERSE BRIDGE WIDTH (AASHTO 3.8.2).8.MINIMUM MATERIAL THICKNESS OF 1/4'' ON ALL STRUCTURAL MEMBERS.9.TEFLON (PTFE) BONDED TO CORTEN STEEL PLATE ACCORDING TOMANUFACTURER'S SPECIFICATION (MANUFACTURED BY CON-SERVE INC).10.NEOPRENE SPACER PAD TO BE DUROMETER 50.11.SEE SHEET B-3 FOR FIELD PAINTING DETAILS. FORM DECK WILL NOT BEPAINTED.REF. DWG. NO.SHEET NO.SHEET TITLE:PROJECT NAME:DRAWN BY:CHECKED BY:DESIGNED BY:CHECKED BY:ROAD NO.COUNTYFINANCIAL PROJECT IDREVISIONSDATEBYDESCRIPTIONDATEBYDESCRIPTIONJDMAKHSECAKHTHE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
MATERIAL (PER SPLICE)(20)Ø1" x 2 3/4" LONG ASTM F3125 GRADEA325 T1 BOLTS (MECH. GALV.),DH1 A563 NUTS (MECH. GALV.) &F436 T1 WASHERS (MECH. GALV.)(2)4" x 3/4" x 2'-8" ASTM A588 PLATES(2) 1/4" CAP PLATES FOR HSS 6 x 6 x 1/4 TUBE2"2"2'-8"2"TYP3"TYP2"TYP1/4" CAP PLHSS 6 x 6 x 1/4MATERIAL (PER SPLICE)(12)Ø1" x 7" ASTM F3125 GRADE A325 T1BOLTS (MECH. GALV.), DH1 A563 NUTS(MECH. GALV.) & (2) F436 T1 WASHERS(MECH. GALV.)(2)5" x 1/2" x 3'-2" ASTM A588 PLATES(2)1/4" CAP PLATES FOR HSS 6 x 4 x 1/43'-2"2"212"212"3"TYP2"1/4" CAP PLHSS 6 x 4 x 1/4STIFFENER PLATE(DO NOT REMOVE,TO BE REUSED)MATERIAL (PER SPLICE)(6)Ø1" x 7" ASTM F3125 GRADE A325T1 BOLTS (MECH. GALV.), DH1A563 NUTS (MECH. GALV.) & (2)F436 T1 WASHERS (MECH. GALV.)(2)3 1/4" x 1/2" x 1'-8" ASTM A588PLATES(2)1/4" CAP PLATES FORHSS 4 x 4 x 1/4 TUBE1'-8"2"15 8"15 8"HSS 4 x 4 x 1/43"2"3"1/4" CAP PLSTIFFENERPLATE(DO NOTREMOVE,TO BEREUSED)MATERIAL (PER SPLICE)(6)Ø1" x 6" ASTM F3125 GRADE A325T1 BOLTS (MECH. GALV.), DH1 A563NUTS (MECH. GALV.) & (2) F436 T1WASHERS (MECH. GALV.)(2)2 3/4" x 1/2" x 1'-8" ASTM A588PLATES(2)1/4" CAP PLATES FORHSS 3 x 3 x 1/4 TUBE1'-8"13 8"13 8"HSS 3 x 3 x 1/42"3"2"3"1/4" CAP PLSTIFFENERPLATE(DO NOTREMOVE,TO BEREUSED)CHORD SPLICE ISOMETRICFOR REFERENCE ONLY, NTS(1/4" CAP NOT SHOWN)ALL SPLICE BOLTS & NUTS TO BE ROTATIONALCAPACITY TESTED FROM THE MANUFACTURER& TIGHTENED IN ACCORDANCE WITH THERCSC "SPECIFICATION FOR STRUCTURALJOINTS USING HIGH-STRENGTH BOLTS" (2014EDITION) TURN-OF-NUT PROCEDURE.1/4TYP1/4TYP1/4TYP1/4TYPREF. DWG. NO.SHEET NO.SHEET TITLE:PROJECT NAME:DRAWN BY:CHECKED BY:DESIGNED BY:CHECKED BY:ROAD NO.COUNTYFINANCIAL PROJECT IDREVISIONSDATEBYDESCRIPTIONDATEBYDESCRIPTIONJDMAKHSECAKHTHE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.
REF. DWG. NO.SHEET NO.SHEET TITLE:PROJECT NAME:DRAWN BY:CHECKED BY:DESIGNED BY:CHECKED BY:ROAD NO.COUNTYFINANCIAL PROJECT IDREVISIONSDATEBYDESCRIPTIONDATEBYDESCRIPTIONJDMAKHSECAKHTHE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.REINFORCING STEEL LIST - BRIDGE DECK
THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.E
Certificate of Authorization: 000072
(239) 596-1715
Naples, FL 34108
5801 Pelican Bay Blvd., Suite 505
CH2M
Bhushan A. Godbole, PE No. 54325
EAG
BAG
BAG
RLM
REF. DWG. NO.
SHEET NO.
SHEET TITLE:
PROJECT NAME:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
CHECKED BY:
ROAD NO.COUNTY FINANCIAL PROJECT ID
REVISIONS
DATE BY DESCRIPTION DATE BY DESCRIPTION
COLLIER 435030-1-58-01
egunders 12/12/2018 9:08:58 AM c:\pw_workdir\den003\ch2mhill_egunders\d0156533\B1RebarList01.dgn
GROWTH MANAGEMENT DEPARTMENT
COLLIER COUNTY
MARK
SIZE DES
LENGTH NO
BARS
TYP
BAR
STY
A G FT IN
B
FR FT IN
C
FR FT
D
IN FR FT IN FR FT
F
IN FR FT
H
IN FR FT
J
IN FR FT
K
IN FR
N
NO ANG
Ø
INFT
REINFORCING BAR LIST
B1-17
4 E1 8- 4 1 11 7- 0 0- 8 0- 8
4 E2 10- 7 10 4 4 4 2- 5 2- 6
4 E3 8- 1 4 5 2- 5 2- 6 0- 4 • 0- 4 •
4 E4 11- 6 4 1 11- 6
4 E5 1- 9 24 1 1- 9
5 E2 11- 6 4 1 11- 6
5 E3 4- 0 4 11 2- 4 0-10 0-10
5 E4 7- 6 16 1 7- 6
5 E5 6- 4 12 10 5- 6 0-10
5 E6 VARY 24 1 4- 2
4- 4 0 1 4- 5
6 E1 4- 9 3 23 1-11 • 0- 3 1-11 •
6 E2 15-11 5 11 11- 4 • 2- 3 2- 3
8 E1 11- 6 4 1 11- 6
LOCATION END BENT NO. REQUIRED = 2
LOCATION INTERMEDIATE BENT NO. REQUIRED = 2
4 B1 3-10 2 11 2- 6 0- 8 0- 8
4 B2 10- 7 10 4 4 4 2- 5 2- 6
4 B3 8- 1 6 5 2- 5 2- 6 0- 4 • 0- 4 •
5 B1 11- 6 4 1 11- 6
5 B2 4- 0 4 11 2- 4 0-10 0-10
6 B1 15-11 5 11 11- 4 • 2- 3 2- 3
8 B1 11- 6 4 1 11- 6
LOCATION APPROACH SLAB NO. REQUIRED = 2
4 A1 9- 8 11 1 9- 8
4 A2 9- 7 25 1 9- 7
5 A1 9- 8 21 1 9- 8
NOTES:
4 E6 1- 6 6 1 1- 6
4 E7 2- 9 6 1 2- 9
FOR DECK REINFORCING DETAILS, SEE SHEET B1-16.2.
BAR MARK 5E1 NOT USED FOR END BENTS.1.
OVER GREEN CANAL
SUNSHINE BOULEVARD PEDESTRIAN BRIDGE
NOTE: For Bar Dimensions See REINFORCING BAR LIST Sheet(s) in Structures Plans.DFHH
EDB C BBBED
H
BC
No. of Laps = N
JJJJJJ
B
C
D
E
F
H
K
45° Typical
Number of C's = N-1
Number of B's = 2N-1
Number of D's = N-1
Number of Beams or Walls = NBFBCBDBE
H
Diameter
Outside Core
SpiralR=CB
DR=CD
E CB
DD
B
ER=CØ
Unit Price for Reinf. Steel (Substructure)
Splices shall be included in the Contract
1.5 turns. Cost of Channel Spacers and
Splices may be accomplished by lapping
Top and Bottom of columns
N = Total number of closed turns at
B = Overall Height
C = Pitch
BCDE
B
C C
Threads
BDCE FDB
CE EFH J
BDC
B D
EC
BDC EEFD C BEFD C BHØ Style 6 = No Hook
Threads
C
B
A
DBC
45° Typical
Number of C's = N-2
Number of B's = 2N-2
Number of D's = N-1
Walls = N
Number of Beams orB
R=C
B
DR=C
BC
ir
clelafH
DECB
F
F EHJK B
DC
DEFCB
HEDCB
JHF
G
B
A
B
A
BC CB DC
B
Ø
B
NDCC
B CB
D
NØ
Ø Ø E B D B C B D B
H
C B D B FCB
G
A
ED
BE
F
C
DBE
D
C
BEDC
BE
D
C
G
A
C
BR = CRAC =B
C
B
No. of Laps = N
B
All Dimensions are out-to-out.
BAR LIST sheet(s) in Structures Plans.
shown under A or G Heading on REINFORCING
Actual Hook Style for any particular bar will be
Illustration Only.
Hook Styles Detailed on this sheet are for
* Dimension is approximate.
STYLE 6 = NO HOOK
5
6"
9"
8"
3"
4"4"
6"
1'-0"
1'-2"
1'-4"
4STYLE
6"#8
#7
#6
#5
2"#4
#3Detailing Dim.D
d
D
A or G
HookA or GDetailing Dim.D
d
D H3
3'-5"
2'-7"
2'-0"
1'-10"
1'-7"
1'-4"
1'-2"
1'-0"
10"
8"
6"3"
4"
5"
6"
7"
8"
3'-0"
2'-3"
1'-7"
1'-5"
1'-3"
11"
10"
8"
7"
6"
5"
3"
6"
12"
24"#18
#14
STYLE
#11
#10
#9
#8
#7
#6
#5
#4
#3
d JD
Detailing Dim.Hook
A or G
Detailing Dim.
d
A or G90°
D
HOOK DETAILS
180° HOOKS
D
180°
BAR
SIZE A OR G J A OR G
90° HOOKS
1
90°
STIRRUPS (TIES SIMILAR)
135°
90° HOOKS 135° HOOKS
H *A or GA or G
D
SIZE
BAR
TYPE 43TYPE 42TYPE 41TYPE 40
TYPE 34 TYPE 35 TYPE 36 TYPE 37 TYPE 38 TYPE 39
TYPE 33TYPE 32TYPE 31TYPE 30TYPE 29TYPE 28TYPE 27TYPE 26
TYPE 25
TYPE 17 TYPE 18 TYPE 19 TYPE 20 TYPE 21
TYPE 22 TYPE 23 TYPE 24
TYPE 16
TYPE 15TYPE 14TYPE 13TYPE 12TYPE 1 1TYPE 10
TYPE 1 TYPE 2 TYPE 3
TYPE 4 TYPE 5 TYPE 6 TYPE 7 TYPE 8 TYPE 9
"Ɓ5
"ƀ4
"ƀ2
"ƀ1
"ƀ4
"ƀ10
"ƀ5
"ƀ4
"ƀ2
"Ƃ3
"ƀ4
"Ɓ5
"ƀ2'-4
"Ƃ1'-9
"Ƃ1'-2
"Ɓ1'-1
"Ƃ11
"Ɓ18
"Ƃ10
"ƀ9
"Ɓ5
"ƀ4
"Ƃ3
"Ɓ2
HSTIRRUP & TIE HOOK DIMENSIONS
D
Ø = Spirals shall be ASTM A615
Grade 60 plain or deformed bars
or ASTM A1064 plain or deformed
steel wire.10/26/20178:32:17 AMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
BAR BENDING DETAILS (STEEL)
11/01/16 1 1 415-001
L
Spiral Ties -
W4.0 (30" Piles)
W3.4 (All others)3"Cover3"
Cover
1" Rad. or 3
4"
Chamfer (Typ.)
1
4" Max.
D
1
4" Max.D1
4" Max.
D
1
4" Max.
99
69
48 52
75
107 121
85
59 62
89
128 140
98
68 87
124
178
2, 3, or 4 point
2, 3, or 4 point
3 or 4 point 3 Point
2 Point
1 Point
Support Points
Tie Down and0.21L0.58L
L
0.21L
0.145L 0.355L
L
0.355L 0.145L Tie Down and
Support Points
Tie Down and
Support Points
0.107L0.262L0.262L0.262L0.107L
Pick-up Points
0.145L
L
0.355L0.355L0.145L
L
Pick-up Points
0.21L0.58L0.21L
L
Pick-up Point
0.3L0.7L
PRESTRESSED CONCRETE PILE NOTES:
2-POINT SUPPORT
3-POINT SUPPORT
4-POINT SUPPORT
STORAGE AND TRANSPORTATION SUPPORT DETAILSPILE PICK-UP DETAILS
3-POINT PICK-UP
2-POINT PICK-UP
1-POINT PICK-UP
TABLE OF MAXIMUM PILE PICK-UP AND SUPPORT LENGTHS
D = Square Pile Size (inches)
20 24 30181412
Maximum
Pile
Length
(Feet)
Required Storage and
Transportation Detail
Pick-Up Detail
DETAIL SHOWING
TYPICAL COVER
TYPICAL PILE SHAPE
FOR MOLD FORMS
1. Work this Index with the Square Prestressed Concrete Pile Splices (Index 455-002), the
Prestressed Concrete Pile Standards (Index 455-012 thru 455-030), the High Moment
Capacity Square Prestressed Concrete Pile (Index 455-031) and the Pile Data Table in
the Structures Plans.
2. Concrete:
A. Piles: Class V (Special), except use Class VI for High Moment Capacity Pile
(Index 455-031).
B. High Capacity Splice Collar: Class V (Special).
C. Silica Fume: See “GENERAL NOTES” in the Structures Plans for locations where
the use of silica fume, metakaolin or ultra-fine flyash is required.
3. Concrete strength at time of prestress transfer:
A. Piles: 4,000 psi minimum.
B. High Moment Capacity Piles: 6,500 psi minimum.
4. Carbon-Steel Reinforcing:
A. Bars: Meet the requirements of Specification Section 415.
B. Prestressing Strands: Meet the requirements of Specification Section 933.
C. Protect all strands permanently exposed to the environment and not embedded
under final conditions in accordance with Specification Section 450.
5. Spiral Ties:
A. Tie each wrap of the spiral strand to a minimum of two corner strands.
B. One full turn required for spiral splices.
6. Pile Splices: Fill dowel holes and form the joint between pile sections with a Type AB
Epoxy Compound in accordance with Specification Section 962. Use an Epoxy Bonding
Compound or an Epoxy Mortar as recommended by the Manufacturer.10/26/20178:12:24 AMREVISIONDESCRIPTION:
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LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX SQUARE PRESTRESSED CONCRETE PILES
- TYPICAL DETAILS & NOTES
11/01/16 1 1 455-001
Driven prestressed pileDowel ExtensionPlus 2"Epoxy compound
to fill hole with
dowels in place
1Ƃ " Ø Drilled or
preformed holes
(see Splice Details)ƅ"No. 10
Dowels
Dowel extensionBuild-up sectionSplice or Form to retain
epoxy compound
Gasket
Full epoxy compound jointƀ" (final thickness)ƅ" (applied),Auxiliary reinforcing
steel cast with pile.
See Section F-F.Dowel extensionDriven prestressed pile10'-6"4'-0"See
Detail A
No. 10
Dowels
10'-6"21'-0" Minimum Splice SectionSplice sectionDowel extensionDriven prestressed pile2'-6" (Typ.)See
Detail ASplice section21'-0" Minimum Splice Section10'-6"No. 10
Dowels
1" Cover
at End
No. 10 Dowels
Full length of
Build-up
Pile Build-upDriven prestressed pile2'-6" (Typ.)See
Detail A
Dowel extensionTYPICAL SPLICE
BEFORE BONDING
DRIVABLE PREPLANNED
PRESTRESSED PRECAST
PILE SPLICE DETAIL
DETAIL A
E
FF
E
DRIVABLE UNFORESEEN
PRESTRESSED PRECAST
PILE SPLICE DETAIL
EEDD
NONDRIVABLE UNFORESEEN
REINFORCED PRECAST
PILE BUILD-UP DETAIL
Preformed holes,
4'-2" long, in driven
pile (see Note No. 4)
No chamfer,
flat surface
required
Full epoxy
compound joint4'-0" Minimum, 21'-0" Maximum Pile Build-up2'-6" (Typ.)UNFORESEEN
REINFORCED C-I-P
PILE BUILD-UP DETAILDowel EmbedmentDD
C-I-P Concrete
Bent Cap, Pile Cap
or Footing
Pile Cut-off
Elevation
No. 10 Dowels
Extended into
Cap/ Footing to
Pile cut-off
Elevation;
See Note 5.5-0" Max.C-I-P Pile
Build-up
Top of
Prestressed Pile
NOTES:
1. For Sections D-D, E-E, & F-F see Index 455-012 thru 455-030 for applicable concrete pile size and Pile Splice Reinforcement Details.
2. Prestressing strands, spiral ties and/or reinforcement are not shown for clarity.
3. In cases where pile splices are desired due to length limitations in shipping and/or handling, the "Drivable Preplanned Prestressed Precast Splice Detail" shall be used.
Mechanical Pile Splices contained on the Approved Products List (APL) may also be used.
4. When preformed dowel holes are utilized, the 1" spiral tie pitch shall be continued to 4'-0" below the head of the pile, See Index 455-018, 455-020 & 455-024. Preformed
holes shall utilize either removable preforming material or stay-in-place corrugated galvanized steel ducts. Stay-in-place ducts shall be fabricated from galvanized sheet
steel meeting the requirements of ASTM A653, Coating Designation G90, 26 gauge. Ducts shall be 2" diameter with a minimum corrugation (rib) height of 0.12 in. Ducts shall
be fabricated with either welded or interlocked seams. Galvanizing of welded seams will not be required.
5. For tension piles where top of Prestressed Pile is less than 3 feet below Pile Cut-off Elevation, extend No. 10 Dowels into cap beyond Pile Cut-off Elevation to achieve
development as approved by the Engineer.10/26/20178:12:54 AMREVISIONDESCRIPTION:
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ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
SQUARE PRESTRESSED CONCRETE PILE SPLICES
07/01/14 1 1 455-002
(See Drivable Preplanned Splice Detail)
Prestressing
Strands
8 ~ No. 10
Dowels
8 ~ No. 9 Bars
(10'-6" long)
(shift as required
to clear strands)
3" Cover
(Typ.)
W3.4
Spiral Ties
7"
2"
7"7"2"7"(See Drivable Prestressed Precast Splice Detail)
Prestressing
Strands
8 ~ No. 10
Dowels512"3" Cover
(Typ.)
W3.4
Spiral Ties
512"312"51
2"
31
2"
51
2"
(See Nondrivable Unforeseen Reinforced Precast Splice Detail)
8 ~ No. 10
Dowels
4 ~ No. 8 Bars
(Full Length)512"312"512"3" Cover
(Typ.)
51
2"
31
2"
51
2"
W3.4
Spiral Ties
See Alternate
Strand Patterns18"18"
3" Cover
(Typ.)
W3.4 Spiral Ties 3
4" x 3" Chamfer (Typ.)3"3"1"
5 Turns @ 1" Pitch **
16 Turns @ 3" Pitch 6" Pitch16 Turns @ 3" Pitch
5 Turns @ 1" Pitch
1"Spiral Tie
Spacing A
A
ELEVATION
ALTERNATE STRAND PATTERNS
SECTION A-A
PILE SPLICE REINFORCEMENT DETAILS
SECTION F-F
SECTION E-E
SECTION D-D
� Pile
� Pile
� Pile
� Pile
� Pile
� Pile
12 ~ 0.6" Ø, Grade 270 LRS, at 35 kips
12 ~ 1
2" Ø (Special), Grade 270 LRS, at 34 kips
16 ~ 1
2" Ø, Grade 270 LRS, at 26 kips
20 ~ 7
16" Ø, Grade 270 LRS, at 21 kips
24 ~ 3
8" Ø, Grade 270 LRS, at 17 kips
W3.4 Spiral Ties @
6" pitch, full length
** See Note 4 on Index 455-002
NOTES:
1. Work this Index with Index 455-001 - Typical Details and Notes for
Square Prestressed Concrete Piles and Index 455-002 - Square
Prestressed Concrete Pile Splices.
2. Any of the given Alternate Strand Patterns may be utilized.
The strands shall be located as follows:
Place one strand at each corner and place the remaining
strands equally spaced between the corner strands.
The total strand pattern shall be concentric with the nominal
concrete section of the pile.10/26/20178:15:36 AMREVISIONDESCRIPTION:
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ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
18" SQUARE PRESTRESSED CONCRETE PILE
01/01/12 1 1 455-018
Poured Joint Material
Traffic Separator (Type and width
vary, see Structures Plans)Approximate shape of Traffic
Separator with Poured Joint
Angle Varies
Construction Joint
Foam Backer
Rod
Bridge Deck or
Approach Slab
PARTIAL SECTION ALONG � JOINT,
JOINT TREATMENT AT TRAFFIC SEPARATOR
Face of Traffic Railing,
Post or Parapet
Poured Joint
Material
Foam Backer Rod
Bridge Deck, Approach
Slab or Raised Sidewalk
Upturn
Construction
Joint
Slope Varies 6"6"
1"
PARTIAL SECTION ALONG � JOINT
JOINT TREATMENT AT LOW SIDE OF DECK OR
HIGH SIDE OF DECK WITH SLOPES < 1%
Face of Traffic Railing,
Post or Parapet
Poured Joint Material
Bridge Deck, Approach
Slab or Raised Sidewalk
Foam Backer Rod
Construction
Joint
Slope Varies
1"
PARTIAL SECTION ALONG � JOINT
JOINT TREATMENT AT HIGH SIDE OF
DECK WITH SLOPES 1% OR GREATER
GENERAL NOTES:
1. Furnish and install Poured Joint With Backer Rod Expansion Joint Systems in accordance with
Specification Sections 458 and 932 using Type D silicone sealant material.
2. Refer to the Structures Plans, Poured Expansion Joint Data Table for Dim. A @ 70° F.
1
4" R
(Typ.)
Poured Joint Material
Foam Backer Rod (To be sized
for opening per Manufacturer's
recommendations)
Bridge Deck, Approach
Slab, Raised Sidewalk
or Traffic Separator
Form Material (if present) removed
to accommodate joint installation
Bridge Deck, Approach
Slab, Raised Sidewalk
or Traffic Separator
TYPICAL SECTION THRU JOINT
Dim. A @ 70° F
ƀ" or per manufacturer's
recommendations, whichever
is greater.10/26/20178:11:26 AMREVISIONDESCRIPTION:
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LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX EXPANSION JOINT SYSTEM -
POURED JOINT WITH BACKER ROD
07/01/14 1 2 458-110
See Note
Bridge Deck, Approach
Slab or Raised Sidewalk
Down Grade
Bevel top edge @
1:2 slope & round
over bottom edge
1
16" radius Top of Sidewalk
1
4" Sidewalk
Cover Plate
Varies81
2"
1'-3"
3"11
2"
3
8" � x 2 7
8" Long
Sleeve Anchors
SECTION A-A
FLUSH SIDEWALK DETAIL
PARTIAL SECTION ALONG � JOINT
PARTIAL PLAN VIEW
PARTIAL PLAN VIEW OF SKEWED JOINTS
PARTIAL PLAN VIEW OF NON-SKEWED JOINTS
RAISED SIDEWALK DETAIL
PARTIAL SECTION ALONG � JOINT
3
4" Corner Clip (Typ. all corners)Down GradeSidewalk Cover Plate
Bridge Deck or Approach Slab
Match skew angle of
Joint as required (Typ.)
Sleeve Anchors (Typ.)1'-3"@ 70° FDim. "A"@ 70° FConstruction
Joint
Foam Backer Rod Construction Joint
Bridge Deck or Approach Slab
Sidewalk Cover Plate
Poured Joint Material
Slope Varies
3"
Max.
Sleeve Anchor spacing - 6" centers Max. (See Note)
Sidewalk Cover Plate Length Varies - See
Structures Plans for Sidewalk Width and Skew
3"
Max.
1
2" Max.1
2" Max.
Back Face of Traffic
Railing or Post or Front
Face of Parapet
Back Face of Traffic
Railing or Post or Front
Face of Parapet
A
A
2" Min.
3" Max.Bridge Deck or
Approach Slab
3
4" Corner Clip
(Typ. all corners)
Gutter
Line
Sleeve
Anchors (Typ.)Sidewalk Cover Plate
Raised Sidewalk
Front Face of Traffic Railing
Skew Angle@
7
0
° FDo
wn Gr
a
d
e
Traffic Railing
1'-3"@ 70° FFront Face of
Traffic Railing
Approximate shape of curb
face with Poured Joint
Front Face of Traffic Railing
Sleeve Anchors (Typ.)
3
4" Corner Clip (Typ. all corners)
Bridge Deck or
Approach Slab
Raised Sidewalk
Sidewalk
Cover Plate
Construction Joints Sleeve Anchor (Typ.)
Raised Sidewalk
Foam Backer Rod
Sidewalk Cover Plate
Traffic Railing
Sleeve Anchor spacing - 6" centers Max. (See Note)
Sidewalk Cover Plate Length Varies - See
Structures Plans for Sidewalk Width and Skew
Gutter
Line1
2" Max.
12" Max.1'-3"3" Max.
2" Min.
Gutter Line
Poured Joint Material
Slope Varies
Slope VariesDown Grade1"
A
A
Dim. ADim. ADim. ADim. AOutside Corner
Anchor (Typ.)
Outside Corner
Anchor (Typ.)
NOTE:
Sleeve Anchors are required at the two
outside corners of the Sidewalk Cover
Plate. Space Sleeve Anchors uniformly
between the corner anchors.
Bridge Deck (shown)
Approach Slab (similar)
1ƀ" Min.
3" Max.
1ƀ" Min.
3" Max.10/26/20178:11:27 AMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX EXPANSION JOINT SYSTEM -
POURED JOINT WITH BACKER ROD
07/01/13 2 2 458-110
1 8 11/01/16 515-052
PEDESTRIAN/BICYCLE RAILING (STEEL) 10/25/20174:19:46 PMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
NOTES
MEMBER DESIGNATION
OUTSIDE
DIMENSION
WALL
THICKNESS
Top Rail
Top Rail Joint/Splice Sleeves
Intermediate & Bottom Rail
Int. & Bottom Rail Post Connection Sleeve
Handrail Joint/Splice Sleeves
Handrails
Handrail Support Bar
1ƀ" NPS (Sch. 40)
Ƃ" Ø Round Bar
2.50" x 1.50"
2.00" x 2.00"
1.500"
1.900"
0.750"
0.750"
0.125"
0.145"
0.125"
0.188"
N/A
N/A
Ƃ" Ø Round Bar
TABLE 1 - RAILING MEMBERS
(1)
VariesVaries (See Details)VariesInfill Panel Members (Types 2 - 5)
Pickets (Type 1 Infill Panel)
3D VIEW OF RAILING WITH TYPE 1 - PICKET INFILL PANEL
(42" Height shown, 48" Height Similar)
2.500"0.125"
2.875"
3.000"
0.120"
0.120"
(1)
2.50" x 1.50"0.188"Post "B"
Post "A"
End Hoops
2.875"
3.000"
0.120"
0.120"
TABLE 1 NOTES:
(1) 0.125" wall thickness permitted for rails with post spacings less than 5'-8",
except that Post Connection Sleeve must be 1Ɓ" NPS (Sch. 40).
1.315"
1.500"
0.133"
0.125"
CROSS REFERENCES: Detail “A”, Sheet 4
Detail “B”, Sheet 4
Detail “K”, Sheet 3
1" NPS (Sch. 40)
HSS 1.500 x 0.125
HSS 1.500 x 0.125
HSS 2 x 2 x ƈ
HSS 2.500 x 0.125
2ƀ" NPS (Sch. 10)
HSS 3.000 x 0.120
2ƀ" NPS (Sch. 10)
HSS 3.000 x 0.120
HSS 2ƀ x 1ƀ xƈ
HSS 2ƀ x 1ƀ xƃ
Notes:
1. Shop Drawings are required; see Specification Section 515
2. For bridge mounted railings work this Index with Index 515-051 Bridge Bicycle/Pedestrian Railing
3. Materials:
A. Pipe Rails and Pickets: ASTM A500 Grade B, C or D, or ASTM A53 Grade B for standard weight pipe (Schedule 40)
and ASTM A36 for bars.
B. Structural Tube: ASTM A500 Grade A, B, C, or D or ASTM A501
C. Steel Plate: ASTM A36 or ASTM A709 Grade 36
D. U-Channels and filler plates: ASTM A36 or ASTM A1011 (Grade 36).
E. Stainless steel (SS) screws: Type 316 or 18-8 Alloy
F. Galvanized Steel Fasteners: coated in accordance with Specification Section 962.
a. Hex Head Bolts: ASTM A 307 or ASTM F1554
1. Ɔ” diameter single bolt option, Grade 36
2. Ɗ” four bolt option, Grade 55
b. Adhesive Anchors: ASTM F1554 fully threaded rods, Grade 55
c. Hex Nuts: ASTM A563
d. Flat Washers: ASTM F436
e. Plate Washers: ASTM A36 or ASTM A706 Grade 36.
G. Shims: ASTM B209 Alloy 6061
H. Bearing Pads: ƃ” Plain, Fabric Reinforced or Fabric Laminated pads that meet the
requirements of Specification Section 962 for Ancillary Structures.
4. Fabricate pickets and vertical panel elements parallel to the posts; except Type 2, 3 and 5 panel infills may be fabricated
parallel to the longitudinal grade. Maintain a maximum clear opening of 5Ɔ” for standard installations and 3Ɔ” when a
4” sphere requirement is indicated in the Data Tables.
5. Maximum spacing between expansion joints is 40’-0”. Locate an Expansion Joint between the posts on either side of the Deck
Expansion Joint.
6. Field splices are similar to the Expansion Joint Detail and may be approved by the Engineer to facilitate handling; but the
top rail must be continuous across a minimum of two posts.
7. For intermediate and bottom horizontal rails, the screwed joints shown may be substituted with alternate joints shown in detail “K”.
8. Make corners and changes in tangential longitudinal alignment with a 9” bend radius or terminate adjoining sections with
mitered end sections when handrails are not required.
9. For changes in tangential longitudinal alignment greater than 45o, position posts a maximum of 2’-0” each side of the
corner but not at the corner apex.
10. For curved longitudinal alignments, shop bend the top and bottom rails and handrails to match the alignment radius.
11. Handrails are required and must be continuous at landings for:
A. Grades Steeper than 5%,
B. Three or more steps
12. Installation: Cutting of reinforcing steel is permitted for post installed anchors.
5"
Handrail required for ramps (Handrail
continuous at landings between runs)
Handrail ~ 1ƀ " NPS Sch. 40
� Post
30'-0" Max. for Slopes > 6.25%
40'-0" Max. for Slopes ≤ 6.25%
30'-0" Max. for Slopes > 6.25%
40'-0" Max. for Slopes ≤ 6.25%
Note: Non-continuous corners are permitted
when handrails are not required.
0" Min. ~ 1" Max.
� Post
� Post
and expansion joints (Typ.)
1'-0"
� Post
� Post
� Post
DETAIL FOR NON-CONTINUOUS
RAILING AT CORNERS
RAILINGS ON GRADES STEEPER THAN 5%
Grade Top of
Sidewalk
Horizontal handrail
extension at landing
See Plans for
continuation or
termination limits
of railing
See Plans for
continuation or
termination limits
of railing
Equal Clear Openings at Posts
� Post
2'-10"2Ɔ" Min. ~ 5Ƃ" Max. (Typ.)
Top of
Intermediate Rail
3"3"3" Clear Opening
5"
5"5"
Gap
6"V-Groove or
Min.
Foundation
Expansion
Joint *
Post (Typ.)
Top Rail
(Type 1 - Picket Railing Shown, Other Types Similar)
ELEVATION
(Showing Inside Face of Railing with Type "A" Posts)
(Type 1 - Picket Railing Shown, Other Types Similar)
1'-5"Post Spacing
(Typ.)
End Hoop
5'-7" (Max.) ~ Type "B" Post Only
9"R
Max.
5'-7" (Max.) ~ Type "B" Post Only
� Post
Post Spacing
(Typ.)
ELEVATION
(Showing Outside Face of Railing with Type "A" Posts)
Rail expansion joints to be located in panels above
structure expansion joints * (35'-0" maximum spacing).
Bottom & Intermediate Rail
5"
7Ƃ"± (Typ.)
See "Typical Railing Details"
for post, rail & picket or
infill panel details5'-7" (Max.) ~ Type "A" Post or
7'-3" (Max.) ~ Type "B" Post
5'-7" (Max.) ~ Type "A" Post or
7'-3" (Max.) ~ Type "B" Post
Infill Panel Type Varies,
See Data Table in Plans
(Pickets Shown)
See Detail "A",
Sheet 4
Rail Expansion Joint (Typ.)
see Detail "B", Sheet 4
For slopes greater than 5%:
Max. ramp slope = 8.33%
Max. ramp cross-slope = 2.0%
Max. landing slope = 2%
Max. landing cross-slope = 2%
5'-0" Min.
Top LandingRamp2'-6"Max.1'-6"
Min.2'-6"Max.5'-0" Min.
Intermediate Landing
Ramp
6'-0" Min.
Bottom Landing
(Typ.)
1'-6"
Min.
Minimum from free end of concrete
Ground Line
Top of Sidewalk
or Bikeway
RAMP REQUIREMENTS LANDING REQUIREMENTS
EXPANDED ELEVATION AT CORNERS
2'-10"TYPICAL RAILING DETAILS & RAILINGS ON GRADES 0% TO 5%
Construction
Joint Offset **48"~SHBR42"~PBRSHBR
PBR
48"~SHBR42"~PBR48"~SHBR
42"~PBR
(See Note 4,
Sheet 1)2'-7Ɓ"~PBR3'-1Ɓ"~SHBRNOTES:
* Keyed construction joints in Index 400-011 Gravity
Wall are not considered to be expansion joints.
** Contraction joints (Tooled or Saw Cut) in sidewalks do
not require a 6" minimum offset.10/25/20174:19:47 PMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
11/01/16 2 8 515-052
PEDESTRIAN/BICYCLE RAILING (STEEL)
1'-0"
Min.2"2'-10"1'-6"+1'-6" Min.
Handrail
Extension
Equal to one
tread width
Handrail Termination,
See Detail "L"
Top Rail termination
see Detail "J"
1'-6"
Min.
R 6"
(Typ.)2'-10" 2"Bottom Rail
termination,
see Detail "K"
1'-0"2'-10"3'-6"0" Min.
1" Max.
5"
1'-6"
Min.R
8
"
(
T
y
p.)2'-10"Equal to one
tread length
Handrail Continuous
At Landing
3'-6"2'-10"Length Of Landing
Bottom of
cheekwall
R 6"
(Typ.)6'-0" Max. for one run of steps3'-6"6'-0"
Bottom Landing
1'-0"
Min.
R 9"(Typ.)
1'-6" Min. Handrail
Extension
5"
Rail Termination (End Cap)
Handrail termination
(Typ.) See Detail "L"
� Post
Post
Post
Weld
Seal
ƈ" ℅ Top
Rail Cap
Post
Top Rail
Cap
Equal to one
tread length
R
6"
(
T
y
p.)2'-10"1'-6" Min. Handrail
Extension
� Post
� Post
3'-6"Concrete sidewalk to extend 6" Min. behind � railing
Length of Landing 5' Min.
Top Landing
ELEVATION
(At-Grade Steps shown,
Elevated Stairs similar)
RAILINGS ON STEPS & STAIRS
RAILING CONTINUATION BEYOND STEPS OR STAIRS
(Bottom shown, Top similar)
VIEW J-J DETAIL "J" - ELEVATION VIEW
TOP RAIL TERMINATION
J
J
DETAIL "L" - PLAN VIEW
HANDRAIL TERMINATION
Equal to one
tread length
2'-10"ƃ
ƈ
Post
Bottom
Rail (Typ.)
RAIL TERMINATION DETAILS
(Typ.)
Rail Termination (End Cap) or
Splice when rail continues on
(shown dotted)
3"
Leveling Channel
(Typ.) see Detail,
Sheet 4
Not considered an
expansion joint
for railing fabrication (Typ.)3"3"1'-6"±Cut rail sleeve to match inside
face of post or weld rail
directly to post
1ƀ"R 1ƀ" See "Typical Railing Details",
Sheet 2 for post, rail
& picket details
See "Typical Railing Details",
Sheet 2 for post, rail
& picket details
1"
ƀ" Ø Vent/Weep
hole for welded
connection
3
16
1
8
Flatten handrail termination
to 1ƀ" Max. width.ƀ" Ø Vent/Weep hole
in bottom of handrail
Varies ~ Equal spacing
5'-0" Max. on Steps
1ƅ"
DETAIL "K" - ELEVATION VIEW
BOTTOM RAIL CONNECTION
(Intermediate Rail Similar)3'-6"� Post
5'-0" Min.
ALTERNATE HANDRAIL END TREATMENT OR
MOUNTING LOCATION FOR SLOPED WALLS
9" Min. thick wall
Varies ~ Approx.
Equal spacing
5'-0" Max. on Steps
Steel Handrail required
for three or more steps
7'-3" (Max.)~PBR
Round over
corners to
remove sharp
edges (Typ.)
See Index 400-021
or Contract Plans
for Step Details
See Index 400-021
or Contract Plans
for Step Details
10/25/20174:19:48 PMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2018-19 SHEETINDEX
PEDESTRIAN/BICYCLE RAILING (STEEL)
11/01/16 3 8 515-052
Rail or Handrail
Section
Anchor Bolt
Post
� Handrail
& Bar
Post
Top Rail � Top Rail
& � Post
Post to
Base ℅
Leveling Channel
shown dashed
(see Detail)
9"
Post to
Base ℅
� Base Plate &
� Anchor Bolt Hole ††
2Ɗ "±
1ƀ"
Ƃ" Ø Bar
SECTION B-B
(Handrail Connection)
SECTION A-A
(Top Rail Connection)
SECTION G-G - BASE PLATE DETAILS
Ǝ" Ø Hole
(centered)
1"
6" **Top & Handrails
Set Screws *
Ɓ" (± Ɓ") ~ Field Splice Slip Joint
ƀ " (± Ɓ") ~ Expansion Joint1ƀ"R 1ƀ"
ƅ" ℅ Base
Plate
Ɓ
� Base Plate &
� Anchor Bolt Hole †
� Post &
� Bolt Hole
� Post &
� Bolt Hole
Intermediate Rail
� Post & Anchor Bolt
Posts
6"
DETAIL "B" - EXPANSION JOINT (FIELD SPLICE SLIP JOINT SIMILAR)
3"
ƀ" R Cope Permitted
ƀ" (±Ɓ") ~ Expansion Joint
Ɓ" (±Ɓ") ~ Field Splice Joint
2"
Set Screws *
(Typ.)
Posts
F
F
Rail or Handrail
ROUND RAILS - TOP RAIL OR HANDRAIL
(Top Rail at Expansion Joint Shown)
Intermediate or
Bottom Rail
� 1" Ø Hole
(Bottom Rail Option)
Intermediate or
Bottom Rail
Top Rail
CROSS REFERENCE:"431"4
31
1'-1Ƃ"
Ɖ" Steel ℅ (Flat)
Ɓ" Min. (Beveled)7Ƃ"Set Screw *
(Typ.)
ƃ
1"1"LEVELING CHANNEL DETAIL
3ƀ"
1Ƃ"1Ƃ"3" (Typ.)2Ɔ" (Typ.)Ǝ" Ø
Hole
Ƃ"
ƃ
Flatten end of
End Hoop to 1Ƃ"
Max. width9"RSECTION C-C
(Intermediate Rail Connection)
For location of Details "B", See Sheet 2.
Base Plate
" ℅8
5
Rail Sleeve
Intermediate
Rail Sleeve
Bottom
1'-5"±
Steel Sleeve VIEW F-F
INTERMEDIATE OR BOTTOM RAIL -
STEEL SLEEVE DETAIL (Bottom Side Shown)
� Post
� Post
Ɓ
ƀ" Ø Venting
Hole
ƀ" Ø Venting Hole
(Typ.)
ƀ" Ø Venting Hole
(Typ.)
2"
3
16
ƀ" Ø Venting Hole
at top of Posts
2"
Base Plate
Bottom Rail
Post
Post
Handrail
8"
Post 3"3"6"3"6"3"Post
Pickets (Typ.)
PLATE WASHER
DETAIL
BASE PLATE A BASE PLATE B (Typ.)G G(Vertical Typ.)ƃ"C
C
D
D
A
A
Base Plate A ~ for slopes ≤ 8.33%
Base Plate B ~ for slope > 8.33%
Top Rail
Intermediate Rail
Bottom Rail
Post (Bevel bottom & top
of post as required to
maintain plumb posts) (Typ.)
5"
Match slope
of Base Plate
Level
Cope to
clear welds
1" Max.
SIDE VIEWTOP VIEW
� Base Plate B
& � Anchor Bolt
2" (Typ.)
"8
31 "8
52 "8
52 "8
31 "8
71 "8
52 "8
52 "8
71
ƃ
Front &
Back of
Post (Typ.)
ƃƃ
Steel Sleeve:
1.50 OD x 0.125 Wall
for Intermediate and
Bottom Rails
SQUARE RAILS - INTERMEDIATE OR BOTTOM RAIL
(Bottom Rail at Expansion Joint Shown)
ƀ" Ø
Venting
Hole
permitted
ƀ" Ø
Venting
Hole
permitted
� 1" Ø Hole (Bottom Rail Single
Anchor Bolt Option)
NOTES:
† Base Plate A (Ramps - Bolts normal) use 1Ƈ" Ø Holes
for Single Anchor Bolts with Flat Washers for slopes ≤ 8.33%.
†† Base Plate B (Stairs - Bolts plumb) use 1Ɓ" Ø Holes for Single
Anchor Bolts with Beveled Plate and Washers for slopes
> 8.33% to ≤ 15%; use Ǝ" x 1ƀ" Slotted Holes with
Leveling Channel for slopes > 15%.
* Ɓ" Ø x Ƃ" Pan Head Stainless Steel (Type 316 or 18-8
Alloy) Set Screws. Screws must be set flush against the
outside face of rails & posts and underside of handrails.
ƀ" Ø plug welds may be substituted for the Set Screws.
Do not provide Set Screws for Rails at free end of
Expansion Joints.
** Embedded length may be 4" for plug welded connection.
DETAIL "A" - RAIL CONNECTIONS
(Pickets/Panels and 4~Bolt Anchorage
Not Shown for Clarity)
Stairs shown,
Steep Ramp
similar
ƃ
Mitered Section
(Typ. All Rails)2'-10"Handrail 3'-6"GG
B
B
Leveling Channel ††
2" x 2" x 1
4" wall
ƃ " Plate 3"3ƀ"3ƀ"
8"
SHIM PLATE DETAIL212"1"
5"
"4
3"4
3
"2124~Bolt Anchorage
Single Bolt Anchorage
Optional 4~Bolt
Anchorage:
Ƌ" Ø Holes for
Ɗ" Ø Bolts (Typ.)
ƃ" Thick
Resilient or
Neoprene Pad "412"412"43"43"412"412"43"43Optional 4~Bolt
Anchorage:
Ƌ" Ø Holes for
Ɗ" Ø Bolts (Typ.)
SECTION D-D
(Bottom Rail Connection -
Single Anchor Bolt Shown)
holes in posts
Steel Sleeve through 1Ƌ" Ø42"~PBR48"~SHBRRound over both
ends of rails to remove
sharp edges (Typ.)10/25/20174:19:48 PMREVISIONDESCRIPTION:
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FY 2018-19 SHEETINDEX
PEDESTRIAN/BICYCLE RAILING (STEEL)
11/01/16 4 8 515-052
SECTION A-A
See Detail "1B"
See Detail "1A"
A
A(Typ.)� Picket
� Picket
6ƀ" O.C. (Max.)Picket Spacing *
(Typ.)
Post
Ƅ" Max.
Picket ~ Ƃ" Ø Bar (Typ.)
Anchor Bolt
Base Plate
Bottom Rail
Post
ƃ" Thick Resilient
or Neoprene Pad
� Post & Anchor Bolt
Picket ~ Ƃ" Ø Bar (Typ.)
DETAIL "1A"
(Top of Picket Connection)
DETAIL "1B"
(Bottom of Picket Connection)
3" Nominal Opening
Equal Clear Openings at Posts
2Ɔ" Min. ~ 5Ƃ" Max. (Typ.)
Equal Clear Openings at Posts
2Ɔ" Min. ~ 5Ƃ" Max. (Typ.)"±437"4310"4310ƃ
ƃ
A
A SECTION A-A
Tie Wires
Tension Bars
Miscellaneous Fence
Components F 626
F 626
F 626
F 668
A 491
A 392
COMPONENT COMPONENT INFORMATION
Zinc-Coated Steel
ASTM
Aluminum-Coated Steel - No. 9 gage
(coated wire diameter)
Zinc-Coated Steel - No. 9 gage (coated
wire diameter), Class 2 Coating
3
16" (Min. thickness) x 3
4" (Min. width)
x 2'-3' (Min. height) Steel Bars
Chain-Link Fence Fabric (2" Mesh x No. 9 Gage
wire with knuckled top and twisted bottom selvage)
Chain-Link Fence
Fabric tied to
inside face of
railing
Chain-Link Fence
Fabric (2" mesh with
twisted bottom and
knuckled top selvage)
Polyvinyl Chloride (PVC) Coated Steel - No.
9 gage Zinc-Coated Wire (metallic-coated
core wire diameter) ~ See Plans for
specified color of PVC.
Zinc-Coated Steel Wire - No. 9 gage with
coating to match Chain-Link Fence Fabric.
CHAIN-LINK PANEL NOTE:
Chain-Link Fence Fabric shall be continuous along limits of railing.
Splicing of Chain-Link panels using Tension Bars at 20'-0" minimum
increments is permitted."4310"4310Ties @ 1'-0" center
(Post and End Rail)
TABLE 2 - CHAIN-LINK PANEL COMPONENT MATERIALS
Ties @ 2'-0" center (Intermediate & Bottom Rail)
NOTES:
1. See Plans for Infill Panel option required.
TYPE 2 - CHAIN-LINK (Continuous Infill Panel)
TYPE 1 - PICKET INFILL PANEL
ƍ" Ø Max. Hole for Ramps,
Ǝ" Ø Max. Hole for Stairs.
(Optional weld at end picket)
Intermediate Rail
ƍ" Ø Max. Hole for Ramps,
Ǝ" Ø Max. Hole for Stairs.
(Optional weld at end picket)
Optional weld
at end picket
Optional weld
at end picket
(Shown dashed)
End Permitted
(Shown dashed)2'-7Ɓ" ~ PBR" ~ PBR412'-73'-1Ɓ" ~ SHBR3'-1Ɓ" ~ SHBRPICKET NOTES:
* Picket Spacing of 6ƀ" centers is based on a Ƃ" Ø Bar for standard applications.
When shown in the Contract Plans a 4ƀ" picket spacing may be required. See Note 4 (Sheet 1).10/25/20174:19:49 PMREVISIONDESCRIPTION:
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PEDESTRIAN/BICYCLE RAILING (STEEL)
11/01/16 5 8 515-052
4'-3" Rƀ" Square
Bar (Rays)ƃ"ƅ"
(Typ.)
ƀ" Square
Bar (Rays)
Ɓ" ℅ Infill Panel
ƅ"
(Typ.)
ƀ" Square
Bar (Rays)Ƌ"xƋ" Punched
Holes @ 5" sp.
ƀ" Square
Bar (Rays)
Ƌ"xƋ" Punched
Holes @ 5" sp.
Post
Notch Arc
at Side Channel
SECTION A-A
SECTION A-A
See Detail "3B"
See Detail "3C"
See Detail "3A"
A
A
(Typ.)5"
Radial Center
DETAIL "3B"
BOTTOM RAIL/RAY CONNECTION
DETAIL "3C"
RAY/ARC CONNECTION
DETAIL "4A"
PANEL/RAIL CONNECTION
(Top Shown, Bottom Similar)5"Ɓ"Max.SECTION B-B
PANEL END CAP
Ɓ" ℅ Infill
PanelPost
Gap Varies
4" Max.
Inside Face
of Rail
Rail
DETAIL "3A"
INTERMEDIATE RAIL/RAY
CONNECTION ƀ"A
A
Ɓ" ℅ Infill Panel
(Cut or Cast)
4" Max.
BB
CC"835"161191"6Ǝ"Channel ƂxƂxƃ
Channel ƂxƂxƃ
Channel 1x1xƃ
(Arc)*
Channel 1x1xƃ
(Arc)*
� Panel
"4
11'-6
Ɓ"xƀ" Filler
Strip
Ɓ"xƀ" Filler
Strip
52°
(Typ.)
Panel Width
ƀ"
ƀ"ƀ"Min.End Panel 1"
1'-3"
R
1" ~ PBR1Ɓ" ~ SHBR2'-7Ɓ"10Ƃ"10Ƃ"3'-1Ɓ"2'-0" ~ PBRPanel Height2'-6" ~ SHBR1" ~ PBR1Ɓ" ~ SHBR6ƌ"1'-0ƃ"1Ɓ"Gap Varies
2ƀ" ~ PBR 1" ~ PBR
8" R ~ PBR
TYPE 3 - SUNSHINE INFILL PANEL
TYPE 4 - BROADWAY INFILL PANEL
(Typ.)
3ƃ" ~ SHBR
(Typ.)
1Ɓ" ~ SHBR
NOTES:
1. See Plans for Infill Panel Option required.
PANEL ADJUSTMENT FOR RAILINGS
ON GRADES 1" Max. (Ramp)9" Max. (Stairs)1Ɓ" Max. (Ramp)Lengthen border and trim
top & bottom of panels to
match grade.
SECTION C-C
PANEL/SPLICE CONNECTION
Infill Panel
Ɓ" ℅
Panel Mullion
Ɓ"xƀ"
Filler Strip
(Typ.)(Typ.)ƃ"Ƃ"Ƃ"
1ƀ"
ƃ
ƃ
ƀ
ƀ
ƃ ƀ
Front &
Back Face
Top of
all Rays
ƀ" Square
Bar (Rays)
Post
Channel 1x1xƃ
(Arc)*
DETAIL "3D"
ARC/POST CONNECTION
(Continuous Top Rail)
DETAIL "3E"
PANEL END CONNECTION
AT POST WITH EXPANSION JOINT
ƃ ƀ
Rays
Similar
See Detail "4A"
Ɓ" ℅ Infill Panel
Opening
Expansion Joint
Rail Expansion
Joint
Seal Weld mitered
corners at Rail
Expansion Joints
ƀ" Square Bar (Rays)*
Channel 1x1xƃ (Arc)*
Channel ƂxƂxƃ
(Border)*
Channel ƂxƂxƃ*
*
ƃ"xƀ" Filler
Strips*
10" R ~ SHBR
1'-5ƀ" ~ SHBR
1'-2" ~ PBR8ƌ"Ɓ" ℅ (Sun Segment)*
* Arc, Rays and Sun Segment may be formed in a single panel from
ƀ" steel plate pattern cut with laser or plasma CNC, welded to a
1x1xƃ Angle Border or the ƂxƂxƃ Channel Border shown.
#10xƅ" SS Pan
Head Screws
@ 2'-0" sp.
#10xƅ" SS Pan
Head Screws @
2'-0" sp.
3 ~ #10xƅ" SS
Pan Head Screws
@ 1'-0" sp.
3 ~ #10xƅ" SS
Pan Head Screws
@ 1'-0"± sp.
#10xƅ" SS
Pan Head
Screws @
2'-0" sp.
3 ~ #10xƅ" SS
Pan Head Screws
@ 1'-0" sp.
2'-8" R ~ PBR
3'-4" R ~ SHBRPBRSHBR
10/25/20174:19:49 PMREVISIONDESCRIPTION:
REVISION
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ofSTANDARD PLANS
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PEDESTRIAN/BICYCLE RAILING (STEEL)
11/01/16 6 8 515-052
A
A
SECTION A-A
See Detail "5A"
ƅ"
(Typ.)
SECTION C-C
PANEL/SPLICE CONNECTION
Inside Face
of Rail
Channel ƂxƂxƃ
Perforated Panel
(0.04" Min.)
Ɓ"xƀ" Filler
Strip
Perforated Panel
(0.04" Min.)ƃ"ƃ"ƅ"ƃ"Ɓ"Ɓ"ƃ"
Ɔ"
ƃ"
C
Channel ƂxƂxƃPerforated Panel
(0.04" Min.)
C
REPEATING PATTERN DETAIL
FOR PEFORATED PANEL
3'-0" Max.3'-0" Max.
(Panel Width)(Panel Width)
Panel Mullion
2'-6" (Panel Height)2'-0" (Panel Height)NOTES:
1. See Plans for Infill Panel Type required.
TYPE 5 - PERFORATED INFILL PANEL (Typ.)"81"4
3"4
3
"2
11
Panel Mullion
Ɓ"xƀ" Filler
Strip (Typ.)
Perforated Panel
(0.04" Min.)
ƅ"
(Typ.)
Inside Face
of Post
Channel ƂxƂxƃ
Perforated Panel
(0.04" Min.)
Ɓ"xƀ" Filler
Strip
Rail Expansion
Joint
DETAIL "5A"
PANEL/RAIL CONNECTION
(Top Shown, Bottom Similar)
DETAIL "5B"
PANEL END CONNECTION
(Expansion Joint Shown, Sides Similar)
Opening
Joint
Expansion
Seal welding mitered
corners is permitted
3 ~ #10xƅ" SS
Pan Head Screws
@ 1'-0"± sp.
#10xƅ" SS
Pan Head
Screws @
1'-0" sp.
#10xƅ" SS
Pan Head
Screws @
2'-0" sp.42" ~ PBR48" ~ SHBR10/25/20174:19:50 PMREVISIONDESCRIPTION:
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ofSTANDARD PLANS
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PEDESTRIAN/BICYCLE RAILING (STEEL)
11/01/16 7 8 515-052
1'-0" *
� Bolts & Post
� Bolts & Post� Bolts & Post
Edge Shim (8" long
x 3
4" wide x thickness
as reqd.)
11
2" (Min.) wide
bed of Adhesive
Bonding Material
Full size Shim Plates
when required for
height adjustment
Base Plate
Shim Plates as required
� Post & Anchor Bolts
DETAIL "D" (OPTIONAL SHIMMING DETAIL
FOR CROSS SLOPE CORRECTION)
(Used in lieu of Beveled Shim Plates)
See Detail "C"
(Typ.)
See Section "A-A"
Sheet 4
Ɔ " Ø
Ɔ " Ø
Ɔ " Ø
Ɔ " Ø
5'-0" Std. ~
3'-0" Min. Clear
Between Handrails
43
4"±
A
Edge Dist.
B
Edge Dist.
C
Embedment
C-I-P Hex
Head Bolt
III
IIb
IIa
I
Unreinforced
Concrete
Reinforced Concrete
Step Cheekwall 41
2"
41
2"
4"
6"1'-2"
4"
31
2"
@ top
41
2"9"
9"
9"101
2"
101
2"
1'-11
2"
101
2"11"
1'-2"
11"
11"
Step CheekwallMeasured from Step Nosings2'-10"Top of
step nosing
4" Sidewalk with
Thickened Edge
Slope 2% Max. (away
from drop-off)
6"
45°
9"1'-0"Drop-off (Varies)41
2" (Case IIb)
4" (Case IIa)
8"Min. Width at
Top of Wall
Reinforced
Concrete Structure
Slope 2% Max. (away
from drop-off)
Bottom Rail
Post
TYPICAL SECTION ON CONCRETE SIDEWALK
(Case I)
TYPICAL SECTION ON RETAINING WALL
(Case II)
TYPICAL SECTION ON STEPS & STAIRS
(Case III)
CASE STRUCTURE
TYPE
DIMENSIONS
ANCHOR BOLT TABLE
ANCHOR LENGTH
Adhesive
Anchor
ANCHOR
SIZE
Varies
(3' Min. Required for
Stability of Railing)
* Embedment length "C" may be reduced to 9" for the 42" height
railings for Case IIb, when the post spacing does not exceed 5'-0".
** When required; measured from top of sidewalk.
5"IV Varies 5"5"6ƀ"7"Ɗ" Ø
5" Min.5" Min.
� Post
Varies
TYPICAL SECTION FOR 4~BOLT ANCHORAGE
(Case IV)
Min. #4 Bar (Typ.)
(Continuous)
Washers or Leveling Channel
DETAIL "C"
(Cast-In-Place Anchor Bolts shown,
Adhesive Anchors similar)2"Min. Embedment"C"(Min.)
"A""B"
(Min.)
Inside Face of Concrete
Structure or Sidewalk
(See Concrete Structure
Plans for actual dimensions
and reinforcing details)
Minimum #4 Bars @ 1'-0"
(Max.) spacing for Case IIa
Base Plate
Minimum 2 ~ #4 Bars in Top of
Structure for Case IIa, III & IV
Optional
4~Bolt
Anchorage
(shown
dashed)2'-10" (Typ.) **3"
Optional 4~Bolt Anchorage
(shown dashed)
ƃ" Thick Bearing Pad (Typ.)
ƃ" Thick Bearing Pad (Typ.)
1 ~ Ɔ" Ø C-I-P Hex Head Anchor Bolt, or 1 ~
Ɔ" Ø Adhesive Anchor with Hex Nut & Washer.
Place Anchor Bolts perpendicular to Base ℅ for
Grades ≤ 8.33% (Ramps) with flat washer.
Place anchor bolts plumb for grades > 8.33°
(Stairs) with flat washer & beveled washer,
or leveling channel.
Handrail
42" ~ PBR48" ~ SHBR42" ~ PBRGravity Wall
Index 400-011
10/25/20174:19:51 PMREVISIONDESCRIPTION:
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PEDESTRIAN/BICYCLE RAILING (STEEL)
11/01/16 8 8 515-052
-1 -
February 8, 2019
PREPARED BY: KAREN E. FALKENBERRY
SUNSHINE BOULEVARD
FINANCIAL PROJECT ID(S). 435030-1-58-01
FEDERAL FUNDING
DISTRICT ONE OFF-SYSTEM LOCAL AGENCY PROGRAM PROJECT
COLLIER COUNTY
The applicable Articles and Sub articles of the General Requirements & Covenants
division (Division I) of the January 2019 edition of the Florida Department of
Transportation Standard Specifications for Road and Bridge Construction are added,
and all of the Construction Details and Materials divisions (Division II & III) are
revised, as follows:
I hereby certify that this specifications package has been properly prepared by me, or
under my responsible charge, in accordance with procedures adopted by the Florida
Department of Transportation.
Signature
and Seal:
Date:
Engineer of Record: Karen Falkenberry, P.E.
Fla. License No.: 54015
Firm Name: CH2M
Firm Address: 5801 Pelican Bay Blvd Suite 505
City, State, Zip Code: Naples, FL, 34108
Certificate of Authorization Number: 072
Page(s): 1 - 74
This item has been digitally signed and sealed by
Karen E. Falkenberry on the date adjacent to the seal.
Printed copies of this document are not considered
signed and sealed and the signature must be verified
on any electronic copies.
-2 -FPID(S): 435030-1-58-01
LAP DIVISION 1 SPECIFICATIONS......................................................................... 3
FROM SECTION 1 -DEFINITIONS AND TERMS: .................................................. 4
FROM SECTION 4 - ALTERATION OF WORK. ..................................................... 5
FROM SECTION 5 - CONTROL OF THE WORK (CLAIMS) ............................... 15
FROM SECTION 6 - CONTROL OF MATERIALS (CONVICT LABOR AND
BUY AMERICA). .......................................................................................... 22
FROM SECTION 7 - LEGAL REQUIREMENTS AND
RESPONSIBILITIES TO THE PUBLIC (FHWA 1273, WAGE
RATES, E-VERIFY, TITLE VI, DBE, AND ON-THE-JOB TRAINING). .. 23
FROM SECTION 8 - SUBLETTING, CONTRACT TIME EXTENSIONS, AND
LIQUIDATION DAMAGES.......................................................................... 35
FROM SECTION 9 (PARTIAL PAYMENTS). ........................................................ 38
EARTHWORK AND RELATED OPERATIONS FOR LAP (OFF-
SYSTEM). ...................................................................................................... 42
SUPERPAVE ASPHALT FOR LAP (OFF-SYSTEM). ............................................ 53
CONCRETE FOR LAP (OFF-SYSTEM). ................................................................. 64
LANDSCAPE INSTALLATION FOR LAP (OFF-SYSTEM). ................................ 68
THIS COMPLETES THIS SPECIFICATIONS PACKAGE ..................................... 73
-3 -FPID(S): 435030-1-58-01
LAP DIVISION 1 SPECIFICATIONS.
(REV 9-1-17) (1-19)
Construction Checklist Specifications
from
Department of Transportation
Standard Specifications for Road and Bridge Construction
The following excerpts from the Standard Specifications and Special Provisions are
provided for use in LAP Specifications as needed in accordance with the Local Agency
Program Checklist for Construction Contracts (Phase 58) - Federal and State
Requirements (525-070-44)
-4 -FPID(S): 435030-1-58-01
FROM SECTION 1 - DEFINITIONS AND TERMS:
Department Name: Collier County
Engineer of Record: CH2M Hill
Contractor’s Engineer of Record.
A Professional Engineer registered in the State of Florida, other than the Engineer
of Record or his subcontracted consultant, who undertakes the design and drawing of
components of the permanent structure as part of a redesign or Cost Savings Initiative
Proposal, or for repair designs and details of the permanent work. The Contractor’s
Engineer of Record may also serve as the Specialty Engineer.
The Contractor’s Engineer of Record must be an employee of a pre-qualified
firm. The firm shall be pre-qualified in accordance with the Rules of the Department of
Transportation, Chapter 14-75. Any Corporation or Partnership offering engineering
services must hold a Certificate of Authorization from the Florida Department of
Business and Professional Regulation.
As an alternate to being an employee of a pre-qualified firm, the Contractor’s
Engineer of Record may be a pre-qualified Specialty Engineer. For items of the
permanent work declared by the State Construction Office to be “major” or “structural”,
the work performed by a pre-qualified Specialty Engineer must be checked by another
pre-qualified Specialty Engineer. An individual Engineer may become pre-qualified in
the work groups listed in the Rules of the Department of Transportation, Chapter 14-75,
if the requirements for the Professional Engineer are met for the individual work groups.
Pre-qualified Specialty Engineers are listed on the State Construction Website. Pre-
qualified Specialty Engineers will not be authorized to perform redesigns or Cost Savings
Initiative Proposal designs of items fully detailed in the plans.
Specialty Engineer.
A Professional Engineer registered in the State of Florida, other than the Engineer
of Record or his subcontracted consultant, who undertakes the design and drawing
preparation of components, systems, or installation methods and equipment for specific
temporary portions of the project work or for special items of the permanent works not
fully detailed in the plans and required to be furnished by the Contractor. The Specialty
Engineer may also provide designs and details, repair designs and details, or perform
Engineering Analyses for items of the permanent work declared by the State Construction
Office to be “minor” or “non-structural”.
For items of work not specifically covered by the Rules of the Department of
Transportation, a Specialty Engineer is qualified if he has the following qualifications:
(1)Registration as a Professional Engineer in the State of Florida.
(2)The education and experience necessary to perform the submitted
design as required by the Florida Department of Business and Professional Regulation.
-5 -FPID(S): 435030-1-58-01
FROM SECTION 4 - ALTERATION OF WORK.
4-3 Alteration of Plans or of Character of Work.
4-3.1 General: The Engineer reserves the right to make, at any time prior to or
during the progress of the work, such increases or decreases in quantities, whether a
significant change or not, and such alterations in the details of construction, whether a
substantial change or not, including but not limited to alterations in the grade or
alignment of the road or structure or both, as may be found necessary or desirable by the
Engineer. Such increases, decreases or alterations shall not constitute a breach of
Contract, shall not invalidate the Contract, nor release the Surety from any liability
arising out of this Contract or the Surety bond. The Contractor agrees to perform the
work, as altered, the same as if it had been a part of the original Contract.
The term “significant change” applies only when:
1.The Engineer determines that the character of the work as
altered differs materially in kind or nature from that involved or included in the original
proposed construction, or
2.A major item of work, as defined in 1-3, is increased in excess
of 125% or decreased below 75% of the original Contract quantity. The Department will
apply any price adjustment for an increase in quantity only to that portion in excess of
125% of the original Contract item quantity in accordance with 4-3.2 below. In the case
of a decrease below 75% the Department will only apply a price adjustment for the
additional costs that are a direct result of the reduction in quantity.
In (1) above, the determination by the Engineer shall be conclusive. If the
determination is challenged by the Contractor in any proceeding, the Contractor must
establish by clear and convincing proof that the determination by the Engineer was
without any reasonable basis.
4-3.2 Increase, Decrease or Alteration in the Work: The Engineer reserves the
right to make alterations in the character of the work which involve a substantial change
in the nature of the design or in the type of construction or which materially increases or
decreases the cost or time of performance. Such alteration shall not constitute a breach of
Contract, shall not invalidate the Contract or release the Surety.
Notwithstanding that the Contractor shall have no formal right whatsoever
to any extra compensation or time extension deemed due by the Contractor for any cause
unless and until the Contractor follows the procedures set forth in 5-12.2 for preservation,
presentation and resolution of the claim, the Contractor may at any time, after having
otherwise timely submitted a notice of intent to claim or preliminary time extension
request pursuant to 5-12.2 and 8-7.3.2, submit to the Department a request for equitable
adjustment of compensation or time or other dispute resolution proposal. The Contractor
shall in any request for equitable adjustment of compensation, time, or other dispute
resolution proposal certify under oath and in writing, in accordance with the formalities
required by Florida law, that the request is made in good faith, that any supportive data
submitted is accurate and complete to the Contractor’s best knowledge and belief, and
that the amount of the request accurately reflects what the Contractor in good faith
believes to be the Department’s responsibility. Such certification must be made by an
officer or director of the Contractor with the authority to bind the Contractor. Any such
certified statements of entitlement and costs shall be subject to the audit provisions set
forth in 5-12.14. While the submittal or review of a duly certified request for equitable
-6 -FPID(S): 435030-1-58-01
adjustment shall neither create, modify, nor activate any legal rights or obligations as to
the Contractor or the Department, the Department will review the content of any duly
certified request for equitable adjustment or other dispute resolution proposal, with any
further action or inaction by the Department thereafter being in its sole discretion. Any
request for equitable adjustment that fails to fully comply with the certification
requirements will not be reviewed by the Department.
The monetary compensation provided for below constitutes full and
complete payment for such additional work and the Contractor shall have no right to any
additional monetary compensation for any direct or indirect costs or profit for any such
additional work beyond that expressly provided below. The Contractor shall be entitled to
a time extension only to the extent that the performance of any portion of the additional
work is a controlling work item and the performance of such controlling work item
actually extends completion of the project due to no fault of the Contractor. All time
related costs for actual performance of such additional work are included in the
compensation already provided below and any time extension entitlement hereunder will
be without additional monetary compensation. The Contractor shall have no right to any
monetary compensation or damages whatsoever for any direct or indirect delay to a
controlling work item arising out of or in any way related to the circumstances leading up
to or resulting from additional work (but not relating to the actual performance of the
additional work, which is paid for as otherwise provided herein), except only as provided
for under 5-12.6.2.1.
4-3.2.1 Allowable Costs for Extra Work: The Engineer may direct in
writing that extra work be done and, at the Engineer’s sole discretion, the Contractor will
be paid pursuant to an agreed Supplemental Agreement or in the following manner:
1.Labor and Burden: The Contractor will receive payment for
actual costs of direct labor and burden for the additional or unforeseen work. Labor
includes foremen actually engaged in the work; and will not include project supervisory
personnel nor necessary on-site clerical staff, except when the additional or unforeseen
work is a controlling work item and the performance of such controlling work item
actually extends completion of the project due to no fault of the Contractor.
Compensation for project supervisory personnel, but in no case higher than a Project
Manager’s position, shall only be for the pro-rata time such supervisory personnel spent
on the contract. In no case shall an officer or director of the Company, nor those persons
who own more than 1% of the Company, be considered as project supervisory personnel,
direct labor or foremen hereunder.
Payment for burden shall be limited solely to the following:
Table 4-3.2.1
Item Rate
FICA Rate established by Law
FUTA/SUTA Rate established by Law
Medical Insurance Actual
Holidays, Sick & Vacation
benefits Actual
Retirement benefits Actual
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Table 4-3.2.1
Item Rate
Workers Compensation
Rates based on the National Council on Compensation
Insurance basic rate tables adjusted by Contractor’s actual
experience modification factor in effect at the time of the
additional work or unforeseen work.
Per Diem Actual but not to exceed State of Florida’s rate
Insurance* Actual
*Compensation for Insurance is limited solely to General Liability Coverage and does not include any other insurance
coverage (such as, but not limited to, Umbrella Coverage, Automobile Insurance, etc.).
the following:
At the Pre-construction conference, certify to the Engineer
a.A listing of on-site clerical staff, supervisory
personnel and their pro-rated time assigned to the contract,
b.Actual Rate for items listed in Table 4-3.2.1,
c.Existence of employee benefit plan for Holiday,
Sick and Vacation benefits and a Retirement Plan, and,
d.Payment of Per Diem is a company practice for
instances when compensation for Per Diem is requested.
Such certification must be made by an officer or director of
the Contractor with authority to bind the Contractor. Timely certification is a condition
precedent to any right of the Contractor to recover compensations for such costs, and
failure to timely submit the certification will constitute a full, complete, absolute and
irrevocable waiver by the Contractor of any right to recover such costs. Any subsequent
changes shall be certified to the Engineer as part of the cost proposal or seven calendar
days in advance of performing such extra work.
2.Materials and Supplies: For materials accepted by the Engineer
and used on the project, the Contractor will receive the actual cost of such materials
incorporated into the work, including Contractor paid transportation charges (exclusive of
equipment as hereinafter set forth). For supplies reasonably needed for performing the
work, the Contractor will receive the actual cost of such supplies.
3.Equipment: For any machinery or special equipment (other than
small tools), including fuel and lubricant, the Contractor will receive 100% of the “Rental
Rate Blue Book” for the actual time that such equipment is in operation on the work, and
50% of the “Rental Rate Blue Book” for the time the equipment is directed to standby
and remain on the project site, to be calculated as indicated below. The equipment rates
will be based on the latest edition (as of the date the work to be performed begins) of the
“Rental Rate Blue Book for Construction Equipment” or the “Rental Rate Blue Book for
Older Construction Equipment,” whichever is applicable, as published by Machinery
Information Division of PRIMEDIA Information, Inc. (version current at the time of bid),
using all instructions and adjustments contained therein and as modified below. On all
projects, the Engineer will adjust the rates using regional adjustments and Rate
Adjustment Tables according to the instructions in the Blue Book.
Allowable Equipment Rates will be established as set out
below:
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a.Allowable Hourly Equipment Rate = Monthly
Rate/176 x Adjustment Factors x 100%.
b.Allowable Hourly Operating Cost = Hourly
Operating Cost x 100%.
c.Allowable Rate Per Hour = Allowable Hourly
Equipment Rate + Allowable Hourly Operating Cost.
d.Standby Rate = Allowable Hourly Equipment
Rate x 50%.
The Monthly Rate is The Basic Machine Rate Plus Any
Attachments. Standby rates will apply when equipment is not in operation and is directed
by the Engineer to standby at the project site when needed again to complete work and
the cost of moving the equipment will exceed the accumulated standby cost. Standby
rates will not apply on any day the equipment operates for eight or more hours. Standby
payment will be limited to only that number of hours which, when added to the operating
time for that day equals eight hours. Standby payment will not be made on days that are
not normally considered work days on the project.
The Department will allow for the cost of transporting the
equipment to and from the location at which it will be used. If the equipment requires
assembly or disassembly for transport, the Department will pay for the time to perform
this work at the rate for standby equipment.
Equipment may include vehicles utilized only by Labor, as
defined above.
4.Indirect Costs, Expenses, and Profit: Compensation for all
indirect costs, expenses, and profit of the Contractor, including but not limited to
overhead of any kind, whether jobsite, field office, division office, regional office, home
office, or otherwise, is expressly limited to the greater of either (a) or (b) below:
a.Solely a mark-up of 17.5% on the payments in (1)
through (3), above.
1.Bond: The Contractor will receive compensation
for any premium for acquiring a bond for such additional or unforeseen work at the
original Contract bond rate paid by the Contractor. No compensation for bond premium
will be allowed for additional or unforeseen work paid by the Department via initial
contingency pay item.
2.The Contractor will be allowed a markup of 10%
on the first $50,000 and a markup of 5% on any amount over $50,000 on any subcontract
directly related to the additional or unforeseen work. Any such subcontractor mark-up
will be allowed only by the prime Contractor and a first tier subcontractor, and the
Contractor must elect the markup for any eligible first tier subcontractor to do so.
b.Solely the formula set forth below and only as applied
solely as to such number of calendar days of entitlement that are in excess of ten
cumulative calendar days as defined below.
D = A × C
B
Where A = Original Contract Amount
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B = Original Contract Time
C = 8%
D = Average Overhead Per Day
Cumulative Calendar Days is defined as the
combined total number of calendar days granted as time extensions due to either extra
work, excluding overruns to existing contract items, that extend the duration of the
project or delay of a controlling work item caused solely by the Department, or the
combined total number of calendar days for which a claim of entitlement to a time
extension due to delay of a controlling work item caused solely by the Department is
otherwise ultimately determined to be in favor of the Contractor.
No compensation, whatsoever, will be paid to the
Contractor for any jobsite overhead and other indirect impacts when the total number of
calendar days granted for time extension due to delay of a controlling work item caused
solely by the Department is, or the total number of calendar days for which entitlement to
a time extension due to delay of a controlling work item caused solely by the Department
is otherwise ultimately determined in favor of the Contractor to be, equal to or less than
ten calendar days and the Contractor also fully assumes all monetary risk of any and all
partial or single calendar day delay periods, due to delay of a controlling work item
caused solely by the Department, that when combined together are equal to or less than
ten calendar days and regardless of whether monetary compensation is otherwise
provided for hereunder for one or more calendar days of time extension entitlement for
each calendar day exceeding ten calendar days. All calculations under this provision shall
exclude weather days, Holidays, and Special Events.
Further, for (a) and (b) above, in the event there are
concurrent delays to one or more controlling work items, one or more being caused by
the Department and one or more being caused by the Contractor, the Contractor shall be
entitled to a time extension for each day that a controlling work item is delayed by the
Department but shall have no right to nor receive any monetary compensation for any
indirect costs for any days of concurrent delay.
4-3.2.2 Subcontracted Work: Compensation for the additional or
unforeseen work performed by a subcontractor shall be limited solely to that provided for
in 4-3.2.1 (1), (2), (3) and (4)(a). In addition, the Contractor compensation is expressly
limited to the greater of the total provided in either 4-3.2.1(4)(a) or (4)(b), except that the
Average Overhead Per-Day calculation is as follows:
Ds = As × C
B
Original Subcontract amounts(s)*
Where As = Original Contract Amount minus
B = Original Contract Time
C = 8%
Ds = Average Overhead Per-Day
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* deduct Original Subcontract Amount(s) of
subcontractor(s) performing the work
The subcontractor may receive compensation for any premium for
acquiring a bond for the additional or unforeseen work; provided, however, that such
payment for additional subcontractor bond will only be paid upon presentment to the
Department of clear and convincing proof that the subcontractor has actually submitted
and paid for separate bond premiums for such additional or unforeseen work in such
amount and that the subcontractor was required by the Contractor to acquire a bond.
The Contractor shall require the subcontractor to submit a
certification, in accordance with 4-3.2.1 (1), as part of the cost proposal and submit such
to the Engineer. Such certification must be made by an officer or director of the
subcontractor with authority to bind the subcontractor. Timely certification is a condition
precedent to any right of the Contractor to recover compensation for such subcontractor
costs, and failure to timely submit the certification will constitute a full, complete,
absolute and irrevocable waiver by the Contractor of any right to recover such
subcontractor costs.
4-3.3 No Waiver of Contract: Changes made by the Engineer will not be
considered to waive any of the provisions of the Contract, nor may the Contractor make
any claim for loss of anticipated profits because of the changes, or by reason of any
variation between the approximate quantities and the quantities of work actually
performed. All work shall be performed as directed by the Engineer and in accordance
with the Contract Documents.
4-3.4 Conditions Requiring a Supplemental Agreement or Unilateral
Payment: A Supplemental Agreement or Unilateral Payment will be used to clarify the
Plans and Specifications of the Contract; to provide for unforeseen work, grade changes,
or alterations in the Plans which could not reasonably have been contemplated or
foreseen in the original Plans and Specifications; to change the limits of construction to
meet field conditions; to provide a safe and functional connection to an existing
pavement; to settle documented Contract claims; to make the project functionally
operational in accordance with the intent of the original Contract and subsequent
amendments thereto.
A Supplemental Agreement or Unilateral Payment may be used to expand
the physical limits of the project only to the extent necessary to make the project
functionally operational in accordance with the intent of the original Contract. The cost of
any such agreement extending the physical limits of the project shall not exceed $100,000
or 10% of the original Contract price, whichever is greater.
Perform no work to be covered by a Supplemental Agreement or
Unilateral Payment before written authorization is received from the Engineer. The
Engineer’s written authorization will set forth sufficient work information to allow the
work to begin. The work activities, terms and conditions will be reduced to written
Supplemental Agreement or Unilateral Payment form promptly thereafter. No payment
will be made on a Supplemental Agreement or Unilateral Payment prior to the
Department’s approval of the document.
4-3.5 Extra Work: Extra work authorized in writing by the Engineer will be paid
in accordance with the formula in 4-3.2. Such payment will be the full extent of all
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monetary compensation entitlement due to the Contractor for such extra work. Any
entitlement to a time extension due to extra work will be limited solely to that provided
for in 4-3.2 for additional work.
4-3.6 Connections to Existing Pavement, Drives and Walks: Generally,
adhere to the limits of construction at the beginning and end of the project as detailed in
the Plans. However, if the Engineer determines that it is necessary to extend the
construction in order to make suitable connections to existing pavement, the Engineer
will authorize such a change in writing.
For necessary connections to existing walks and drives that are not
indicated in the Plans, the Engineer will submit direction regarding the proper
connections in accordance with the Design Standards.
4-3.7 Differing Site Conditions: During the progress of the work, if subsurface
or latent physical conditions are encountered at the site differing materially from those
indicated in the Contract, or if unknown physical conditions of an unusual nature
differing materially from those ordinarily encountered and generally recognized as
inherent in the work provided for in the Contract are encountered at the site, the party
discovering such conditions shall promptly notify the other party in writing of the
specific differing conditions before the Contractor disturbs the conditions or performs the
affected work.
Upon receipt of written notification of differing site conditions from the
Contractor, the Engineer will investigate the conditions, and if it is determined that the
conditions materially differ and cause an increase or decrease in the cost or time required
for the performance of any work under the Contract, an adjustment will be made,
excluding loss of anticipated profits, and the Contract will be modified in writing
accordingly. The Engineer will notify the Contractor whether or not an adjustment of the
Contract is warranted.
The Engineer will not allow a Contract adjustment for a differing site
condition unless the Contractor has submitted the required written notice.
The Engineer will not allow a Contract adjustment under this clause for
any effects caused to any other Department or non-Department projects on which the
Contractor may be working.
4-3.8 Changes Affecting Utilities: The Contractor shall be responsible for
identifying and assessing any potential impacts to a utility that may be caused by the
changes proposed by the Contractor, and the Contractor shall at the time of making the
request for a change notify the Department in writing of any such potential impacts to
utilities.
Department approval of a Contractor proposed change does not relieve the
Contractor of sole responsibility for all utility impacts, costs, delays or damages, whether
direct or indirect, resulting from Contractor initiated changes in the design or
construction activities from those in the original Contract Specifications, Design Plans
(including Traffic Control Plans) or other Contract Documents and which effect a change
in utility work different from that shown in the Utility Plans, joint project agreements or
utility relocation schedules.
4-3.9 Cost Savings Initiative Proposal:
4-3.9.1 Intent and Objective:
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1.This Subarticle applies to any cost reduction proposal
(hereinafter referred to as a Proposal) that the Contractor initiates and develops for the
purpose of refining the Contract to increase cost effectiveness or significantly improve
the quality of the end result. A mandatory Cost Savings Initiative Workshop will be held
prior to Contract Time beginning for the Contractor and Department to discuss potential
Proposals. This Subarticle does not, however, apply to any such proposal unless the
Contractor identifies it at the time of its submission to the Department as a proposal
submitted pursuant to this Subarticle.
2.The Department will consider Proposals that would result in net
savings to the Department by providing a decrease in the cost of the Contract. Proposals
must result in savings without impairing essential functions and characteristics such as
safety, service, life, reliability, economy of operation, ease of maintenance, aesthetics and
necessary standard design features. However, nothing herein prohibits the Contractor
from submitting Proposals when the required functions and characteristics can be
combined, reduced or eliminated because they are nonessential or excessive. The
Department will not recognize the Contractor’s correction of plan errors that result in a
cost reduction, as a Proposal.
3.The Department reserves the right to reject at its discretion any
Proposal submitted that proposes a change in the design of the pavement system or that
would require additional right-of-way. Pending the Department’s execution of a formal
supplemental agreement implementing an approved Proposal, the Contractor shall remain
obligated to perform the work in accordance with the terms of the existing Contract. The
Department may grant time extensions to allow for the time required to develop and
review a Proposal.
4.For potential Proposals not discussed at the Cost Savings
Initiative Workshop, a mandatory concept meeting will be held for the Contractor and
Department to discuss the potential Proposal prior to development of the Proposal.
4-3.9.2 Subcontractors: The Department encourages the Contractor to
include the provisions of this Subarticle in Contracts with subcontractors and to
encourage submission of Proposals from subcontractors. However, it is not mandatory to
submit Proposals to the Department or to accept or transmit subcontractor proposed
Proposals to the Department.
4-3.9.3 Data Requirements: As a minimum, submit the following
information with each Proposal:
1.a description of the difference between the existing Contract
requirement, including any time extension request, and the proposed change, and the
comparative advantages and disadvantages.
2.separate detailed cost estimates for both the existing Contract
requirement and the proposed change. Break down the cost estimates by pay item
numbers indicating quantity increases or decreases and deleted pay items. Identify
additional proposed work not covered by pay items within the Contract, by using pay
item numbers in the Basis of Estimates Manual. In preparing the estimates, include
overhead, profit, and bond within pay items in the Contract. Separate pay item(s) for the
cost of overhead, profit, and bond will not be allowed.
3.an itemization of the changes, deletions or additions to plan
details, plan sheets, design standards and Specifications that are required to implement
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the Proposal if the Department adopts it. Submit preliminary plan drawings sufficient to
describe the proposed changes.
4.engineering or other analysis in sufficient detail to identify and
describe specific features of the Contract that must be changed if the Department accepts
the Proposal with a proposal as to how these changes can be accomplished and an
assessment of their effect on other project elements. The Department may require that
engineering analyses be performed by a prequalified consultant in the applicable class of
work. Support all design changes that result from the Proposal with drawings and
computations signed and sealed by the Contractor’s Engineer of Record. Written
documentation or drawings will be submitted clearly delineating the responsibility of the
Contractor’s Engineer of Record.
5.the date by which the Department must approve the Proposal to
obtain the total estimated cost reduction during the remainder of the Contract, noting any
effect on the Contract completion time or delivery schedule.
6.a revised project schedule that would be followed upon approval
of the Proposal. This schedule would include submittal dates and review time for the
Department and Peer reviews.
4-3.9.4 Processing Procedures: Submit Proposals to the Engineer or his
duly authorized representative. The Department will process Proposals expeditiously;
however, the Department is not liable for any delay in acting upon a Proposal submitted
pursuant to this Subarticle. The Contractor may withdraw, in whole or in part, a Proposal
not accepted by the Department within the period specified in the Proposal. The
Department is not liable for any Proposal development cost in the case where the
Department rejects or the Contractor withdraws a Proposal.
The Engineer is the sole judge of the acceptability of a Proposal
and of the estimated net savings in construction costs from the adoption of all or any part
of such proposal. In determining the estimated net savings, the Department reserves the
right to disregard the Contract bid prices if, in the judgment of the Engineer, such prices
do not represent a fair measure of the value of work to be performed or to be deleted.
Prior to approval, the Engineer may modify a Proposal, with the
concurrence of the Contractor, to make it acceptable. If any modification increases or
decreases the net savings resulting from the Proposal, the Department will determine the
Contractor’s fair share upon the basis of the Proposal as modified and upon the final
quantities. The Department will compute the net savings by subtracting the revised total
cost of all bid items affected by the Proposal from the total cost of the same bid items as
represented in the original Contract.
Prior to approval of the Proposal that initiates the supplemental
agreement, submit acceptable Contract-quality plan sheets revised to show all details
consistent with the Proposal design.
4-3.9.5 Computations for Change in Contract Cost of Performance: If
the Proposal is adopted, the Contractor’s share of the net savings as defined hereinafter
represents full compensation to the Contractor for the Proposal.
The Department will not include its costs to process and implement
a Proposal in the estimate. However, the Department reserves the right, where it deems
such action appropriate, to require the Contractor to pay the Department's cost of
investigating and implementing a Proposal as a condition of considering such proposal.
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When the Department imposes such a condition, the Contractor shall accept this
condition in writing, authorizing the Department to deduct amounts payable to the
Department from any monies due or that may become due to the Contractor under the
Contract.
4-3.9.6 Conditions of Acceptance for Major Design Modifications of
Category 2 Bridges: A Proposal that proposes major design modifications of a
category 2 bridge, as determined by the Engineer, shall have the following conditions of
acceptance:
All bridge Plans relating to the Proposal shall undergo an
independent peer review conducted by a single independent engineering firm referred to
for the purposes of this article as the Independent Review Engineer who is not the
originator of the Proposal design, and is pre-qualified by the Department in accordance
with Rule 14-75, Florida Administrative Code. The independent peer review is intended
to be a comprehensive, thorough verification of the original work, giving assurance that
the design is in compliance with all Department requirements. The Independent Review
Engineer’s comments, along with the resolution of each comment, shall be submitted to
the Department. The Independent Review Engineer shall sign and seal the submittal
cover letter stating that all comments have been adequately addressed and the design is in
compliance with the Department requirements. If there are any unresolved comments the
Independent Review Engineer shall specifically list all unresolved issues in the signed
and sealed cover letter.
The Contractor shall designate a primary engineer responsible for
the Proposal design and as such will be designated as the Contractors Engineer of Record
for the Proposal design. The Department reserves the right to require the Contractor’s
Engineer of Record to assume responsibility for design of the entire structure.
New designs and independent peer reviews shall be in compliance
with all applicable Department, FHWA and AASHTO criteria requirements including
bridge load ratings.
4-3.9.7 Sharing Arrangements: If the Department approves a Proposal,
the Contractor shall receive 50% of the net reduction in the cost of performance of the
Contract as determined by the final negotiated agreement between the Contractor and the
Department. The net reduction will be determined by subtracting from the savings of the
construction costs the reasonable documented engineering costs incurred by the
contractor to design and develop a Proposal. The reasonable documented engineering
costs will be paid by the Department. Engineering costs will be based on the consultant’s
certified invoice and may include the costs of the Independent Review Engineer in 4-
3.9.6. The total engineering costs to be subtracted from the savings to determine the net
reduction will be limited to 25% of the construction savings and shall not include any
markup by the Contractor or the costs for engineering services performed by the
Contractor.
4-3.9.8 Notice of Intellectual Property Interests and Department’s
Future Rights to a Proposal:
4-3.9.8.1 Notice of Intellectual Property Interests: The
Contractor’s Proposal submittal shall identify with specificity any and all forms of
intellectual property rights that either the Contractor or any officer, shareholder,
employee, consultant, or affiliate, of the Contractor, or any other entity who contributed
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in any measure to the substance of the Contractor’s Proposal development, have or may
have that are in whole or in part implicated in the Proposal. Such required intellectual
property rights notice includes, but is not limited to, disclosure of any issued patents,
copyrights, or licenses; pending patent, copyright or license applications; and any
intellectual property rights that though not yet issued, applied for or intended to be
pursued, could nevertheless otherwise be subsequently the subject of patent, copyright or
license protection by the Contractor or others in the future. This notice requirement does
not extend to intellectual property rights as to stand-alone or integral components of the
Proposal that are already on the Department’s Approved Product List (APL) or Design
Standard Indexes, or are otherwise generally known in the industry as being subject to
patent or copyright protection.
4-3.9.8.2 Department’s Future Rights to a Proposal:
Notwithstanding 7-3 nor any other provision of the Standard Specifications, upon
acceptance of a Proposal, the Contractor hereby grants to the Department and its
contractors (such grant being expressly limited solely to any and all existing or future
Department construction projects and any other Department projects that are partially or
wholly funded by or for the Department) a royalty-free and perpetual license under all
forms of intellectual property rights to manufacture, to use, to design, to construct, to
disclose, to reproduce, to prepare and fully utilize derivative works, to distribute, display
and publish, in whole or in part, and to permit others to do any of the above, and to
otherwise in any manner and for any purpose whatsoever do anything reasonably
necessary to fully utilize any and all aspects of such Proposal on any and all existing and
future construction projects and any other Department projects.
Contractor shall hold harmless, indemnify and defend the
Department and its contractors and others in privity therewith from and against any and
all claims, liabilities, other obligations or losses, and reasonable expenses related thereto
(including reasonable attorneys’ fees), which are incurred or are suffered by any breach
of the foregoing grants, and regardless of whether such intellectual property rights were
or were not disclosed by the Contractor pursuant to 4-3.9.8.1, unless the Department has
by express written exception in the Proposal acceptance process specifically released the
Contractor from such obligation to hold harmless, indemnify and defend as to one or
more disclosed intellectual property rights.
FROM SECTION 5 - CONTROL OF THE WORK (CLAIMS).
5-12 Claims by Contractor.
5-12.1 General: When the Contractor deems that extra compensation or a time
extension is due beyond that agreed to by the Engineer, whether due to delay, additional
work, altered work, differing site conditions, breach of Contract, or for any other cause,
the Contractor shall follow the procedures set forth herein for preservation, presentation
and resolution of the claim.
Submission of timely notice of intent to file a claim, preliminary time
extension request, time extension request, and the certified written claim, together with
full and complete claim documentation, are each a condition precedent to the Contractor
bringing any circuit court, arbitration, or other formal claims resolution proceeding
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against the Department for the items and for the sums or time set forth in the Contractor’s
certified written claim. The failure to provide such notice of intent, preliminary time
extension request, time extension request, certified written claim and full and complete
claim documentation within the time required shall constitute a full, complete, absolute
and irrevocable waiver by the Contractor of any right to additional compensation or a
time extension for such claim.
5-12.2 Notice of Claim:
5-12.2.1 Claims For Extra Work: Where the Contractor deems that
additional compensation or a time extension is due for work or materials not expressly
provided for in the Contract or which is by written directive expressly ordered by the
Engineer pursuant to 4-3, the Contractor shall submit written notification to the Engineer
of the intention to make a claim for additional compensation before beginning the work
on which the claim is based, and if seeking a time extension, the Contractor shall also
submit a preliminary request for time extension pursuant to 8-7.3.2 within ten calendar
days after commencement of a delay and a request for Contract Time extension pursuant
to 8-7.3.2 within thirty calendar days after the elimination of the delay. If such written
notification is not submitted and the Engineer is not afforded the opportunity for keeping
strict account of actual labor, material, equipment, and time, the Contractor waives the
claim for additional compensation or a time extension. Such notice by the Contractor, and
the fact that the Engineer has kept account of the labor, materials and equipment, and
time, shall not in any way be construed as establishing the validity of the claim or method
for computing any compensation or time extension for such claim. On projects with an
original Contract amount of $3,000,000 or less within 90 calendar days after final
acceptance of the project in accordance with 5-11, and on projects with an original
Contract amount greater than $3,000,000 within 180 calendar days after final acceptance
of the project in accordance with 5-11, the Contractor shall submit full and complete
claim documentation as described in 5-12.3 and duly certified pursuant to 5-12.9.
However, for any claim or part of a claim that pertains solely to final estimate quantities
disputes the Contractor shall submit full and complete claim documentation as described
in 5-12.3 and duly certified pursuant to 5-12.9, as to such final estimate claim dispute
issues, within 90 or 180 calendar days, respectively, of the Contractor’s receipt of the
Department’s final estimate.
If the Contractor fails to submit a certificate of claim as described
in 5-12.9, the Department will so notify the Contractor in writing. The Contractor shall
have ten calendar days from receipt of the notice to resubmit the claim documentation,
without change, with a certificate of claim as described in 5-12.9, without regard to
whether the resubmission is within the applicable 90 or 180 calendar day deadline for
submission of full and complete claim documentation. Failure by the Contractor to
comply with the ten-calendar day notice shall constitute a waiver of the claim.
5-12.2.2 Claims For Delay: Where the Contractor deems that additional
compensation or a time extension is due on account of delay, differing site conditions,
breach of Contract, or any other cause other than for work or materials not expressly
provided for in the Contract (Extra Work) or which is by written directive of the Engineer
expressly ordered by the Engineer pursuant to 4-3, the Contractor shall submit a written
notice of intent to the Engineer within ten days after commencement of a delay to a
controlling work item expressly notifying the Engineer that the Contractor intends to seek
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additional compensation, and if seeking a time extension, the Contractor shall also submit
a preliminary request for time extension pursuant to 8-7.3.2 within ten calendar days after
commencement of a delay to a controlling work item, as to such delay and providing a
reasonably complete description as to the cause and nature of the delay and the possible
impacts to the Contractor’s work by such delay, and a request for Contract Time
extension pursuant to 8-7.3.2 within thirty calendar days after the elimination of the
delay. On projects with an original Contract amount of $3,000,000 or less within
90 calendar days after final acceptance of the project in accordance with 5-11, and on
projects with an original Contract amount greater than $3,000,000 within 180 calendar
days after final acceptance of the project in accordance with 5-11, the Contractor shall
submit full and complete documentation as described in 5-12.3 and duly certified
pursuant to 5-12.9.
If the Contractor fails to submit a certificate of claim as described
in 5-12.9, the Department will so notify the Contractor in writing. The Contractor shall
have ten calendar days from receipt of the notice to resubmit the claim documentation,
without change, with a certificate of claim as described in 5-12.9, without regard to
whether the resubmission is within the applicable 90 or 180 calendar day deadline for
submission of full and complete claim documentation. Failure by the Contractor to
comply with the ten-calendar day notice shall constitute a waiver of the claim.
There shall be no Contractor entitlement to any monetary
compensation or time extension for any delays or delay impacts, whatsoever, that are not
to a controlling work item, and then as to any such delay to a controlling work item
entitlement to any monetary compensation or time extension shall only be to the extent
such is otherwise provided for expressly under 4-3 or 5-12, except that in the instance of
delay to a non-controlling item of work the Contractor may be compensated for the direct
costs of idle labor or equipment only, at the rates set forth in 4-3.2.1(1) and (3), and then
only to the extent the Contractor could not reasonably mitigate such idleness.
5-12.3 Content of Written Claim: As a condition precedent to the Contractor
being entitled to additional compensation or a time extension under the Contract, for any
claim, the Contractor shall submit a certified written claim to the Department which will
include for each individual claim, at a minimum, the following information:
1.A detailed factual statement of the claim providing all necessary dates,
locations, and items of work affected and included in each claim;
2.The date or dates on which actions resulting in the claim occurred or
conditions resulting in the claim became evident;
3.Identification of all pertinent documents and the substance of any
material oral communications relating to such claim and the name of the persons making
such material oral communications;
4.Identification of the provisions of the Contract which support the claim
and a statement of the reasons why such provisions support the claim, or alternatively, the
provisions of the Contract which allegedly have been breached and the actions
constituting such breach;
5.A detailed compilation of the amount of additional compensation
sought and a breakdown of the amount sought as follows:
a.documented additional job site labor expenses;
b. documented additional cost of materials and supplies;
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c.a list of additional equipment costs claimed, including each
piece of equipment and the rental rate claimed for each;
d. any other additional direct costs or damages and the documents
in support thereof;
in support thereof.
e.any additional indirect costs or damages and all documentation
6.A detailed compilation of the specific dates and the exact number of
calendar days sought for a time extension, the basis for entitlement to time for each day,
all documentation of the delay, and a breakout of the number of days claimed for each
identified event, circumstance or occurrence.
Further, the Contractor shall be prohibited from amending either the bases
of entitlement or the amount of any compensation or time stated for any and all issues
claimed in the Contractor’s written claim submitted hereunder, and any circuit court,
arbitration, or other formal claims resolution proceeding shall be limited solely to the
bases of entitlement and the amount of any compensation or time stated for any and all
issues claimed in the Contractor’s written claim submitted hereunder. This shall not,
however, preclude a Contractor from withdrawing or reducing any of the bases of
entitlement and the amount of any compensation or time stated for any and all issues
claimed in the Contractor’s written claim submitted hereunder at any time.
5-12.4 Action on Claim: The Engineer will respond in writing on projects with
an original Contract amount of $3,000,000 or less within 90 calendar days of receipt of a
complete claim submitted by a Contractor in compliance with 5-12.3, and on projects
with an original Contract amount greater than $3,000,000 within 120 calendar days of
receipt of a complete claim submitted by a Contractor in compliance with 5-12.3. Failure
by the Engineer to respond to a claim in writing within 90 or 120 days, respectively, after
receipt of a complete claim submitted by the Contractor in compliance with 5-12.3
constitutes a denial of the claim by the Engineer. If the Engineer finds the claim or any
part thereof to be valid, such partial or whole claim will be allowed and paid for to the
extent deemed valid and any time extension granted, if applicable, as provided in the
Contract. No circuit court or arbitration proceedings on any claim, or a part thereof, may
be filed until after final acceptance per 5-11 of all Contract work by the Department or
denial hereunder, whichever occurs last.
5-12.5 Pre-Settlement and Pre-Judgment Interest: Entitlement to any pre-
settlement or pre-judgment interest on any claim amount determined to be valid
subsequent to the Department’s receipt of a certified written claim in full compliance
with 5-12.3, whether determined by a settlement or a final ruling in formal proceedings,
the Department shall pay to the Contractor simple interest calculated at the Prime Rate
(as reported by the Wall Street Journal as the base rate on corporate loans posted by at
least 75% of the nation’s 30 largest banks) as of the 60th calendar day following the
Department’s receipt of a certified written claim in full compliance with 5-12.3, such
interest to accrue beginning 60 calendar days following the Department’s receipt of a
certified written claim in full compliance with 5-12.3 and ending on the date of final
settlement or formal ruling.
5-12.6 Compensation for Extra Work or Delay:
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5-12.6.1 Compensation for Extra Work: Notwithstanding anything to
the contrary contained in the Contract Documents, the Contractor shall not be entitled to
any compensation beyond that provided for in 4-3.2.
5-12.6.2 Compensation for Delay: Notwithstanding anything to the
contrary contained in the Contract Documents, the additional compensation set forth in
5-12.6.2.1 shall be the Contractor’s sole monetary remedy for any delay other than to
perform extra work caused by the Department unless the delay shall have been caused by
acts constituting willful or intentional interference by the Department with the
Contractor’s performance of the work and then only where such acts continue after
Contractor’s written notice to the Department of such interference. The parties anticipate
that delays may be caused by or arise from any number of events during the term of the
Contract, including, but not limited to, work performed, work deleted, supplemental
agreements, work orders, disruptions, differing site conditions, utility conflicts, design
changes or defects, time extensions, extra work, right-of-way issues, permitting issues,
actions of suppliers, subcontractors or other contractors, actions by third parties,
suspensions of work by the Engineer pursuant to 8-6.1, shop drawing approval process
delays, expansion of the physical limits of the project to make it functional, weather,
weekends, holidays, special events, suspension of Contract Time, or other events, forces
or factors sometimes experienced in construction work. Such delays or events and their
potential impacts on the performance by the Contractor are specifically contemplated and
acknowledged by the parties in entering into this Contract, and shall not be deemed to
constitute willful or intentional interference with the Contractor’s performance of the
work without clear and convincing proof that they were the result of a deliberate act,
without reasonable and good-faith basis, and specifically intended to disrupt the
Contractor’s performance.
5-12.6.2.1 Compensation for Direct Costs, Indirect Costs,
Expenses, and Profit thereon, of or from Delay: For any delay claim, the Contractor
shall be entitled to monetary compensation for the actual idle labor and equipment, and
indirect costs, expenses, and profit thereon, as provided for in 4-3.2.1(4) and solely for
costs incurred beyond what reasonable mitigation thereof the Contractor could have
undertaken.
5-12.7 Mandatory Claim Records: After submitting to the Engineer a notice of
intent to file a claim for extra work or delay, the Contractor must keep daily records of all
labor, material and equipment costs incurred for operations affected by the extra work or
delay. These daily records must identify each operation affected by the extra work or
delay and the specific locations where work is affected by the extra work or delay, as
nearly as possible. The Engineer may also keep records of all labor, material and
equipment used on the operations affected by the extra work or delay. The Contractor
shall, once a notice of intent to claim has been timely filed, and not less than weekly
thereafter as long as appropriate, submit the Contractor’s daily records to the Engineer
and be likewise entitled to receive the Department’s daily records. The daily records to be
submitted hereunder shall be done at no cost to the recipient.
5-12.8 Claims for Acceleration: The Department shall have no liability for any
constructive acceleration of the work, nor shall the Contractor have any right to make any
claim for constructive acceleration nor include the same as an element of any claim the
Contractor may otherwise submit under this Contract. If the Engineer gives express
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written direction for the Contractor to accelerate its efforts, such written direction will set
forth the prices and other pertinent information and will be reduced to a written Contract
Document promptly. No payment will be made on a Supplemental Agreement for
acceleration prior to the Department’s approval of the documents.
5-12.9 Certificate of Claim: When submitting any claim, the Contractor shall
certify under oath and in writing, in accordance with the formalities required by Florida
law, that the claim is made in good faith, that the supportive data are accurate and
complete to the Contractor’s best knowledge and belief, and that the amount of the claim
accurately reflects what the Contractor in good faith believes to be the Department’s
liability. Such certification must be made by an officer or director of the Contractor with
the authority to bind the Contractor.
5-12.10 Non-Recoverable Items: The parties agree that for any claim the
Department will not have liability for the following items of damages or expense:
1.Loss of profit, incentives or bonuses;
2.Any claim for other than extra work or delay;
3.Consequential damages, including, but not limited to, loss of bonding
capacity, loss of bidding opportunities, loss of credit standing, cost of financing, interest
paid, loss of other work or insolvency;
4.Acceleration costs and expenses, except where the Department has
expressly and specifically directed the Contractor in writing “to accelerate at the
Department’s expense”; nor
5.Attorney fees, claims preparation expenses and costs of litigation.
5-12.11 Exclusive Remedies: Notwithstanding any other provision of this
Contract, the parties agree that the Department shall have no liability to the Contractor
for expenses, costs, or items of damages other than those which are specifically identified
as payable under 5-12. In the event any legal action for additional compensation, whether
on account of delay, acceleration, breach of contract, or otherwise, the Contractor agrees
that the Department’s liability will be limited to those items which are specifically
identified as payable in 5-12.
5-12.12 Settlement Discussions: The content of any discussions or meetings held
between the Department and the Contractor to settle or resolve any claims submitted by
the Contractor against the Department shall be inadmissible in any legal, equitable,
arbitration or administrative proceedings brought by the Contractor against the
Department for payment of such claim. Dispute Resolution Board, State Arbitration
Board and Claim Review Committee proceedings are not settlement discussions, for
purposes of this provision.
5-12.13 Personal Liability of Public Officials: In carrying out any of the
provisions of the Contract or in exercising any power or authority granted to the
Secretary of Transportation, Engineer or any of their respective employees or agents,
there shall be no liability on behalf of any employee, officer or official of the Department
for which such individual is responsible, either personally or as officials or
representatives of the Department. It is understood that in all such matters such
individuals act solely as agents and representatives of the Department.
5-12.14 Auditing of Claims: All claims filed against the Department shall be
subject to audit at any time following the filing of the claim, whether or not such claim is
part of a suit pending in the Courts of this State. The audit may be performed, at the
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Department’s sole discretion, by employees of the Department or by any independent
auditor appointed by the Department, or both. The audit may begin after ten days written
notice to the Contractor, subcontractor, or supplier. The Contractor, subcontractor, or
supplier shall make a good faith effort to cooperate with the auditors. As a condition
precedent to recovery on any claim, the Contractor, subcontractor, or supplier must retain
sufficient records, and provide full and reasonable access to such records, to allow the
Department’s auditors to verify the claim and failure to retain sufficient records of the
claim or failure to provide full and reasonable access to such records shall constitute a
waiver of that portion of such claim that cannot be verified and shall bar recovery
thereunder. Further, and in addition to such audit access, upon the Contractor submitting
a written claim, the Department shall have the right to request and receive, and the
Contractor shall have the affirmative obligation to submit to the Department any and all
documents in the possession of the Contractor or its subcontractors, materialmen or
suppliers as may be deemed relevant by the Department in its review of the basis, validity
or value of the Contractor’s claim.
Without limiting the generality of the foregoing, the Contractor shall upon
written request of the Department make available to the Department’s auditors, or upon
the Department’s written request, submit at the Department’s expense, any or all of the
following documents:
acquisition contracts;
equipment used);
vendors;
1.Daily time sheets and foreman’s daily reports and diaries;
2.Insurance, welfare and benefits records;
3.Payroll register;
4. Earnings records;
5.Payroll tax return;
6.Material invoices, purchase orders, and all material and supply
7.Material cost distribution worksheet;
8.Equipment records (list of company owned, rented or other
9.Vendor rental agreements and subcontractor invoices;
10.Subcontractor payment certificates;
11.Canceled checks for the project, including, payroll and
12.Job cost report;
13.Job payroll ledger;
14.General ledger, general journal, (if used) and all subsidiary
ledgers and journals together with all supporting documentation pertinent to entries made
in these ledgers and journals;
15.Cash disbursements journal;
16.Financial statements for all years reflecting the operations on
this project;
project;
17.Income tax returns for all years reflecting the operations on this
18.All documents which reflect the Contractor’s actual profit and
overhead during the years this Contract was being performed and for each of the five
years prior to the commencement of this Contract;
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19.All documents related to the preparation of the Contractor’s bid
including the final calculations on which the bid was based;
20.All documents which relate to each and every claim together
with all documents which support the amount of damages as to each claim;
21.Worksheets used to prepare the claim establishing the cost
components for items of the claim including, but not limited to, labor, benefits and
insurance, materials, equipment, subcontractors, and all documents that establish which
time periods and individuals were involved, and the hours and rates for such individuals.
FROM SECTION 6 - CONTROL OF MATERIALS (CONVICT LABOR AND
BUY AMERICA).
6-5 Products and Source of Supply.
6-5.1 Source of Supply–Convict Labor (Federal-Aid Contracts Only): Do not
use materials that were produced after July 1, 1991, by convict labor for Federal-aid
highway construction projects unless the prison facility has been producing convict-made
materials for Federal-aid highway construction projects before July 1, 1987.
Use materials that were produced prior to July 2, 1991, by convicts on
Federal-aid highway construction projects free from the restrictions placed on the use of
these materials by 23 U.S.C. 114. The Department will limit the use of materials
produced by convict labor for use in Federal-aid highway construction projects to:
1.Materials produced by convicts on parole, supervised release, or
probation from a prison or,
2.Materials produced in a qualified prison facility.
The amount of such materials produced for Federal-aid highway
construction during any 12-month period shall not exceed the amount produced in such
facility for use in such construction during the 12-month period ending July 1, 1987.
6-5.2 Source of Supply-Steel: Use steel and iron manufactured in the United
States, in accordance with the Buy America provisions of 23 CFR 635.410, as amended.
Ensure that all manufacturing processes for this material occur in the United States. As
used in this specification, a manufacturing process is any process that modifies the
chemical content, physical shape or size, or final finish of a product, beginning with the
initial melting and continuing through the final shaping and coating. If a steel or iron
product is taken outside the United States for any manufacturing process, it becomes
foreign source material. When using steel or iron materials as a component of any
manufactured product (e.g., concrete pipe, prestressed beams, corrugated steel pipe, etc.),
these same provisions apply. Foreign steel and iron may be used when the total actual
cost of such foreign materials does not exceed 0.1% of the total Contract amount
or $2,500, whichever is greater. These requirements are applicable to all steel and iron
materials incorporated into the finished work, but are not applicable to steel and iron
items that the Contractor uses but does not incorporate into the finished work. Submit a
certification from the manufacturer of steel or iron, or any product containing steel or
iron, stating that all steel or iron furnished or incorporated into the furnished product was
produced and manufactured in the United States or a statement that the product was
produced within the United States except for minimal quantities of foreign steel and iron
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valued at $ (actual cost). Submit each such certification to the Engineer prior to
incorporating the material or product into the project. Prior to the use of foreign steel or
iron materials on a project, submit invoices to document the actual cost of such material,
and obtain the Engineer’s written approval prior to incorporating the material into the
project
FROM SECTION 7 - LEGAL REQUIREMENTS AND RESPONSIBILITIES TO
THE PUBLIC (FHWA 1273, WAGE RATES, E-VERIFY, TITLE VI, DBE, AND
ON-THE-JOB TRAINING).
Compliance with FHWA 1273: The FHWA-1273 Electronic version,
dated May 1, 2012 is posted on the Department’s website at the following URL address
http://www.fdot.gov/programmanagement/Implemented/URLinSpecs/Files/FHWA1273.
pdf . Take responsibility to obtain this information and comply with all requirements
posted on this website up through five calendar days before the opening of bids.
Comply with the provisions contained in FHWA-1273.
If the Department’s website cannot be accessed, contact the Department’s
Specifications Office Web Coordinator at (850) 414-4101.
7-1.4 Compliance with Federal Endangered Species Act and other Wildlife
Regulations: The Federal Endangered Species Act requires that the Department
investigate the potential impact to a threatened or endangered species prior to initiating
an activity performed in conjunction with a highway construction project. If the
Department’s investigation determines that there is a potential impact to a protected,
threatened or an endangered species, the Department will conduct an evaluation to
determine what measures may be necessary to mitigate such impact. When mitigation
measures and/or special conditions are necessary, these measures and conditions will be
addressed in the Contract Documents or in permits as identified in 7-2.1.
In addition, in cases where certain protected, threatened or endangered
species are found or appear within close proximity to the project boundaries, the
Department has established guidelines that will apply when interaction with certain
species occurs, absent of any special mitigation measures or permit conditions otherwise
identified for the project.
These guidelines are posted at the following URL address:
http://www.fdot.gov/programmanagement/Implemented/URLinSpecs/files/endangeredwi
ldlifeguidelines.pdf .
Take responsibility to obtain this information and take all actions and
precautions necessary to comply with the conditions of these guidelines during all project
activities.
Prior to establishing any off-project activity in conjunction with a project,
notify the Engineer of the proposed activity. Covered activities include but are not
necessarily limited to borrow pits, concrete or asphalt plant sites, disposal sites, field
offices, and material or equipment storage sites. Include in the notification the Financial
Project ID, a description of the activity, the location of the site by township, range,
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section, county, and city, a site location map including the access route, the name of the
property owner, and a person to contact to arrange a site inspection. Submit this
notification at least 30 days in advance of planned commencement of the off-site activity,
to allow for the Department to conduct an investigation without delaying job progress.
Do not perform any off-project activity without obtaining written
clearance from the Engineer. In the event the Department’s investigation determines a
potential impact to a protected, threatened or endangered species and mitigation measures
or permits are necessary, coordinate with the appropriate resource agencies for clearance,
obtain permits and perform mitigation measures as necessary. Immediately notify the
Engineer in writing of the results of this coordination with the appropriate resource
agencies. Additional compensation or time will not be allowed for permitting or
mitigation, associated with Contractor initiated off-project activities.
7-1.8 Compliance with Section 4(f) of the USDOT Act: Section 4(f) of the
USDOT Act prohibits the U. S. Secretary of Transportation from approving a project
which requires the use of publicly owned land of a public park, recreation area or a
wildlife and waterfowl refuge, or of any historic site of national, state, or local
significance unless there is no prudent or feasible alternative to using that land and the
program or project includes all possible planning to minimize the harm to the site
resulting from the use.
Before undertaking any off-project activity associated with any federally
assisted undertaking, ensure that the proposed site does not represent a public park,
recreation area, wildlife or waterfowl refuge, or a historic site (according to the results of
the Cultural Resources Survey discussed in 120-6.2). If such a site is proposed, notify the
Engineer and provide a description of the proposed off-site activity, the Financial
Project ID, the location of the site by township, range, section, a county or city map
showing the site location, including the access route and the name of the property. It is
the Contractor’s responsibility to submit justification for use of Section 4(f) property that
is sufficient for the Florida Department of Transportation and the Federal Highway
Administration to make a Section 4(f) determination. Submit this notification sufficiently
in advance of planned commencement of the off-site activity to allow a reasonable time
for the Engineer to conduct an investigation without delaying job progress. Do not begin
any off-project activity without obtaining written clearance from the Engineer.
7-16 Wage Rates for Federal-Aid Projects.
For this Contract, payment of predetermined minimum wages applies.
The U.S. Department of Labor (USDOL) Wage Rates applicable to this Contract
are listed in table below, as modified up through ten days prior to the opening of bids.
Wage Rate
Decision Number Associated Work
FL163 ALL HIGHWAY WORK UNDER THIS CONTRACT
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Obtain the applicable General Decision(s) (Wage Tables) through the
Department’s Office of Construction website and ensure that employees receive the
minimum compensation applicable. Review the General Decisions for all classifications
necessary to complete the project. Request additional classifications through the
Engineer’s office when needed.
For guidance on the requirements for the payment of wages and benefits and the
submittal of certified payrolls, and for general guidance and examples of multiple wage
rates when assigned to a Contract, refer to the Department’s Office of Construction
website. Questions regarding wage rates and the applicability of wage tables should be
submitted in accordance with 2-4.
Contact the Department’s Prevailing Wage Rate Coordinator at (850) 414-4688 if
the Department’s website cannot be accessed or there are questions.
7-24 Disadvantaged Business Enterprise Program.
7-24.1 Disadvantaged Business Enterprise Affirmative Action Plan: Prior to
award of the Contract, have an approved Disadvantaged Business Enterprise (DBE)
Affirmative Action Program Plan filed with the Equal Opportunity Office. Update and
resubmit the plan every three years. No Contract will be awarded until the Department
approves the Plan. The DBE Affirmative Action Program Plan is incorporated into and
made a part of the Contract.
7-24.2 Required Contract and Subcontract DBE Assurance Language: In
accordance with 49 CFR 26.13 (b), the Contract FDOT signs with the Contractor (and
each subcontract the prime contractor signs with a subcontractor) must include the
following assurance: “The Contractor, sub-recipient or subcontractor shall not
discriminate on the basis of race, color, national origin, or sex in the performance of this
contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the
award and administration of DOT-assisted Contracts. Failure by the Contractor to carry
out these requirements is a material breach of this Contract, which may result in the
termination of this Contract or such other remedy as the recipient deems appropriate,
which may include, but is not limited to,
1. Withholding monthly progress payments;
2. Assessing sanctions;
3. Liquidated damages; and/or
4. Disqualifying the Contractor from future bidding as non-responsible.”
7-24.3 Plan Requirements: Include the following in the DBE Affirmative Action
Program Plan:
1. A policy statement, signed by an authorized representative (president,
chief executive officer, or chairman of the contractor), expressing a commitment to use
DBEs in all aspects of contracting to the maximum extent feasible, outlining the various
levels of responsibility, and stating the objectives of the program. Circulate the policy
statement throughout the Contractor’s organization.
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2. The designation of a Liaison Officer within the Contractor’s
organization, as well as support staff, necessary and proper to administer the program,
and a description of the authority, responsibility, and duties of the Liaison Officer and
support staff. The Liaison Officer and staff are responsible for developing, managing, and
implementing the program on a day-to-day basis for carrying out technical assistance
activities for DBEs and for disseminating information on available business opportunities
so that DBEs are provided an equitable opportunity to participate in Contracts let by the
Department.
3. Utilization of techniques to facilitate DBE participation in contracting
activities which include, but are not limited to:
a. Soliciting price quotations and arranging a time for the review of
Plans, quantities, specifications, and delivery schedules, and for the preparation and
presentation of quotations.
b. Providing assistance to DBEs in overcoming barriers such as the
inability to obtain bonding, financing, or technical assistance.
c. Carrying out information and communication programs or
workshops on contracting procedures and specific contracting opportunities in a timely
manner, with such programs being bilingual where appropriate.
d. Encouraging eligible DBEs to apply for certification with the
Department.
e. Contacting Minority Contractor Associations and city and
county agencies with programs for disadvantaged individuals for assistance in recruiting
and encouraging eligible DBE contractors to apply for certification with the Department.
7-24.4 DBE Records and Reports: Submit the following through the Equal
Opportunity Compliance System:
1. DBE Commitments - at or before the Pre-Construction Conference.
2. Report monthly, through the Equal Opportunity Compliance System on
the Department’s Website, actual payments (including retainage) made to DBEs for work
performed with their own workforce and equipment in the area in which they are
certified. Report payments made to all DBE and Minority Business Enterprise (MBE)
subcontractors and DBE and MBE construction material and major suppliers.
The Equal Opportunity Office will provide instructions on accessing this
system. Develop a record keeping system to monitor DBE affirmative action efforts
which include the following:
1. the procedures adopted to comply with these Specifications;
2. the number of subordinated Contracts on Department projects
awarded to DBEs;
3. the dollar value of the Contracts awarded to DBEs;
4. the percentage of the dollar value of all subordinated Contracts
awarded to DBEs as a percentage of the total Contract amount;
5. a description of the general categories of Contracts awarded to
DBEs; and
DBEs.
6. the specific efforts employed to identify and award Contracts to
Upon request, provide the records to the Department for review.
Maintain all such records for a period of five years following acceptance
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of final payment and have them available for inspection by the Department and the
Federal Highway Administration.
7-24.5 Counting DBE Participation and Commercially Useful Functions:
49 CFR Part 26.55 specifies when DBE credit shall be awarded for work performed by a
DBE. DBE credit can only be awarded for work actually performed by DBEs themselves
for the types of work for which they are certified. When reporting DBE Commitments,
only include the dollars that a DBE is expected to earn for work they perform with their
own workforce and equipment. Update DBE Commitments to reflect changes to the
initial amount that was previously reported or to add DBEs not initially reported.
When a DBE participates in a contract, the value of the work is
determined in accordance with 49 CFR Part 26.55, for example:
1.The Department will count only the value of the work performed
by the DBE toward DBE goals. The entire amount of the contract that is performed by
the DBE’s own forces (including the cost of supplies, equipment and materials obtained
by the DBE for the contract work) will be counted as DBE credit.
2.The Department will count the entire amount of fees or
commissions charged by the DBE firm for providing a bona fide service, such as
professional, technical, consultant, or managerial services or for providing bonds or
insurance specifically required for the performance of a Department-assisted contract,
toward DBE goals, provided that the Department determines the fees to be reasonable
and not excessive as compared with fees customarily followed for similar services.
3.When the DBE subcontracts part of the work of its contract to
another firm, the Department will count the value of the subcontracted work only if the
DBE’s subcontractor is itself a DBE. Work that a DBE subcontracts to a non-DBE firm
does not count toward DBE goals.
4.When a DBE performs as a participant in a joint venture, the
Department will count the portion of the dollar value of the contract equal to the distinct,
clearly defined portion of the work the DBE performs with its own forces toward DBE
goals.
5.The Contractors shall ensure that only expenditures to DBEs
that perform a commercially useful function (CUF) in the work of a contract may be
counted toward the voluntary DBE goal.
6.A DBE performs a commercially useful function when it is
responsible for execution of the work of the contract and is carrying out its
responsibilities by actually performing, managing, and supervising the work involved.
To perform a commercially useful function, the DBE must also be responsible, with
respect to materials and supplies used on the contract, for negotiating price, determining
quality and quantity, ordering the material, and installing (where applicable) and paying
for the material itself.
7.Contractors wishing to use joint checks involving DBE credit
must provide written notice to the District Contract Compliance Office prior to issuance
of the joint check. The Contractor must also provide a copy of the notice to the DBE
subcontractor and maintain a copy with the project records.
8.To determine whether a DBE is performing a commercially
useful function, the Department will evaluate the amount of work subcontracted, industry
practices, whether the amount the firm is to be paid under the contract is commensurate
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with the work, it is actually performing and the DBE credit claimed for its performance
of the work, and other relevant factors.
9. A DBE does not perform a commercially useful function if its
role is limited to that of an extra participant in a transaction, contract, or project through
which funds are passed in order to obtain the appearance of DBE participation.
10. If a DBE does not perform or exercise responsibility for at least
30% of the total cost of its contract with its own workforce, or if the DBE subcontracts a
greater portion of the work of a contract than would be expected on the basis of normal
industry practice for the type of work involved, the DBE has not performed a
commercially useful function.
7-24.6 Prompt Payments: Meet the requirements of 9-5 for payments to all DBE
subcontractors.
7-25 On-The-Job Training Requirements.
As part of the Contractor’s equal employment opportunity affirmative action
program, training shall be provided as follows:
The Contractor shall provide On-The-Job Training aimed at developing
full journeymen in the type of trade or job classification involved in the work. In the
event the Contractor subcontracts a portion of the contract work, it shall determine how
many, if any, of the trainees are to be trained by the subcontractor provided, that the
Contractor shall retain the primary responsibility for meeting the training requirements
imposed by this Section. Ensure that, when feasible, 25% of trainees in each occupation
are in their first year of training. The Contractor shall incorporate the requirements of this
Section into such subcontract.
The number of trainees will be estimated on the number of calendar days
of the contract, the dollar value, and the scope of work to be performed. The trainee goal
will be finalized at a Post-Preconstruction Trainee Evaluation Meeting and the goal will
be distributed among the work classifications based on the following criteria:
1. Determine the number of trainees on Federal Aid Contract:
a. No trainees will be required for contracts with a Contract
Time allowance of less than 275 calendar days.
b. If the Contract Time allowance is 275 calendar days or
more, the number of trainees shall be established in accordance with the following chart:
Estimated Contract Amount Trainees Required
$2,000,000 or less 0
Over $2,000,000 to $4,000,000 2
Over $4,000,000 to $6,000,000 3
Over $6,000,000 to $12,000,000 5
Over $12,000,000 to $18,000,000 7
Over $18,000,000 to $24,000,000 9
Over $24,000,000 to $31,000,000 12
Over $31,000,000 to $37,000,000 13
Over $37,000,000 to $43,000,000 14
Over $43,000,000 to $49,000,000 15
- 29 - FPID(S): 435030-1-58-01
Estimated Contract Amount Trainees Required
Over $49,000,000 to $55,000,000 16
Over $55,000,000 to $62,000,000 17
Over $62,000,000 to $68,000,000 18
Over $68,000,000 to $74,000,000 19
Over $74,000,000 to $81,000,000 20
Over $81,000,000 to $87,000,000 21
Over $87,000,000 to $93,000,000 22
Over $93,000,000 to $99,000,000 23
Over $99,000,000 to $105,000,000 24
Over $105,000,000 to $112,000,000 25
Over $112,000,000 to $118,000,000 26
Over $118,000,000 to $124,000,000 27
Over $124,000,000 to $130,000,000 28
Over $130,000,000 to *
*One additional trainee per $6,000,000 of estimated Construction Contract amount over
$130,000,000
Further, if the Contractor or subcontractor requests to utilize banked trainees as
discussed later in this Section, a Banking Certificate will be validated at this meeting
allowing credit to the Contractor for previously banked trainees. Banked credits of prime
Contractors working as Subcontractors may be accepted for credit. The Contractor’s
Project Manager, the Construction Project Engineer and the Department’s District
Contract Compliance Manager will attend this meeting. Within ten days after the Post-
Preconstruction Training Evaluation Meeting, the Contractor shall submit to the
Department for approval an On-The-Job Training Schedule indicating the number of
trainees to be trained in each selected classification and the portion of the Contract Time
during which training of each trainee is to take place. This schedule may be subject to
change if any of the following occur:
1. When a start date on the approved On-The-Job Training Schedule has
been missed by 14 or more days;
2. When there is a change in previously approved classifications;
3. When replacement trainees are added due to voluntary or involuntary
termination
The revised schedule will be resubmitted to and approved by the Department’s
District Contract Compliance Manager.
The following criteria will be used in determining whether or not the Contractor
has complied with this Section as it relates to the number of trainees to be trained:
1. Credit will be allowed for each trainee that is both enrolled and
satisfactorily completes training on this Contract. Credit for trainees, over the established
number for this Contract, will be carried in a “bank” for the Contractor and credit will be
allowed for those surplus trainees in subsequent, applicable projects. A “banked” trainee
is described as an employee who has been trained on a project, over and above the
established goal, and for which the Contractor desires to preserve credit for utilization on
a subsequent project.
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2. Credit will be allowed for each trainee that has been previously enrolled
in the Department’s approved training program on another contract and continues
training in the same job classification and completes their training on a different contract.
3. Credit will be allowed for each trainee who, due to the amount of work
available in their classification, is given the greatest practical amount of training on the
contract regardless of whether or not the trainee completes training.
4. Credit will be allowed for any training position indicated in the
approved On-The-Job Training Schedule, if the Contractor can demonstrate that made a
good faith effort to provide training in that classification was made.
5. No credit will be allowed for a trainee whose employment by the
Contractor is involuntarily terminated unless the Contractor can clearly demonstrate good
cause for this action.
Training and upgrading of minorities, women and economically disadvantaged
persons toward journeyman status is a primary objective of this Section. Accordingly, the
Contractor shall make every effort to enroll minority trainees and women (e.g., by
conducting systematic and direct recruitment through public and private sources likely to
yield minority and women trainees) to the extent such persons are available within a
reasonable area of recruitment. If a non-minority male is enrolled into the On-The-Job
Training Program, the On-The-Job Training Notification of Personnel Action Form
notifying the District Contract Compliance Manager of such action shall be accompanied
by a disadvantaged certification or a justification for such action acceptable to the
Department’s District Contract Compliance Manager. The Contractor will be given an
opportunity and will be responsible for demonstrating the steps that it has taken in
pursuance thereof, prior to a determination as to whether the Contractor is in compliance
with this Section. This training is not intended, and shall not be used, to discriminate
against any applicant for training, whether a minority, woman or disadvantaged person.
No employee shall be employed as a trainee in any classification in which they
have successfully completed a training course leading to journeyman status, or have been
employed as a journeyman. The Contractor may satisfy this requirement by including
appropriate questions in the employee application or by other suitable means. Regardless
of the method used, the Contractor’s records should document the findings in each case.
The minimum length and type of training for each classification will be as
established at the Post-Preconstruction Trainee Evaluation Meeting and approved by the
Department. Graduation to journeyman status will be based upon satisfactory completion
of a Proficiency Demonstration set up at the completion of training and established for
the specific training classification, completion of the minimum hours in a training
classification range, and the employer’s satisfaction that the trainee does meet
journeyman status in the classification of training. Upon reaching journeyman status, the
following documentation must be forwarded to the District Contract Compliance Office:
1. Trainee Enrollment and Personnel Action Form
2. Proficiency Demonstration Verification Form indicating completion of
each standard established for the classification signed by representatives of both the
Contractor and the Department.
The Department and the Contractor shall establish a program that is tied to the
scope of the work in the project and the length of operations providing it is reasonably
calculated to meet the equal employment opportunity obligations of the Contractor and to
- 31 - FPID(S): 435030-1-58-01
qualify the average trainee for journeyman status in the classifications concerned, by at
least, the minimum hours prescribed for a training classification. Furthermore,
apprenticeship programs registered with the U.S. Department of Labor, Bureau of
Apprenticeship and Training, or with a State apprenticeship agency recognized by the
Bureau and training programs approved but not necessarily sponsored by the U.S.
Department of Labor, Manpower Administration, Bureau of Apprenticeship and Training
shall also be considered acceptable provided it is being administered in a manner
consistent with the equal employment obligations of Federal Aid highway construction
contract. Approval or acceptance of a training schedule shall be obtained from the
Department prior to commencing work on the classifications covered by the program.
A voluntary On-The-Job Training Program is available to a Contractor which has
been awarded a state funded project. Through this program, the Contractor will have the
option to train employees on state funded projects for “banked credit” as discussed
previously in this provision, to be utilized on subsequent Federal Aid Projects where
training is required. Those Contractors availing themselves of this opportunity to train
personnel on state funded projects and bank trainee hours for credit shall comply with all
training criteria set forth in this Section for Federal Aid Projects; voluntary banking may
be denied by the Department if staff is not available to monitor compliance with the
training criteria.
It is the intention of these provisions that training is to be provided in the
construction crafts rather than clerk-typists or secretarial type positions. Training is
permissible in lower level management positions such as office engineers, estimators,
etc., where the training is oriented toward construction applications. Training in the
laborer classifications, except Common/General Laborer, may be permitted provided that
significant and meaningful training is provided and approved by the District Contract
Compliance Office.
When approved in advance by the District Contract Compliance Manager, credit
will be given for training of persons in excess of the number specified herein under the
current contract or a Contractor will be allowed to bank trainees who have successfully
completed a training program and may apply those trainees to a training requirement in
subsequent project(s) upon approval of the Department’s District Contract Compliance
Manager. This credit will be given even though the Contractor may receive training
program funds from other sources, provided such other source do not specifically prohibit
the Contractor from receiving other form of compensation. Offsite training is permissible
as long as the training is an integral part of an approved training program and does not
compromise a significant part of the overall training. Credit for offsite training indicated
above may only be made to the Contractor when it does one or more of the following and
the trainees are concurrently employed on a Federal Aid Project:
1. Contributes to the cost of the training,
2. Provides the instruction to the trainee,
3. Pays the trainee’s wages during the offsite training period.
The Contractor shall compensate the trainee at no less than the laborer rate
established in the Contract at the onset of training. The compensation rate will be
increased to the journeyman’s wage upon graduation from the training program for the
remainder of the time the trainee works in the classification in which they were trained.
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The Contractor shall furnish the trainee a copy of the program they will follow in
providing the training. The Contractor shall provide each trainee with a certification
showing the type and length of training satisfactorily completed. The Contractor shall
enroll a trainee in one training classification at a time to completion before the trainee can
be enrolled in another classification on the same project.
The Contractor shall maintain records to document the actual hours each trainee is
engaged in training on work being performed as a part of this Contract.
The Contractor shall submit to the District Contract Compliance Manager a copy
of an On-The-Job Training Notification of Personnel Action form no later than seven
days after the effective date of the action when the following actions occur: a trainee is
transferred on the project, transferred from the project to continue training on another
contract, completes training, is upgraded to journeyman status or voluntary terminates or
is involuntary terminated from the project.
The Contractor shall furnish to the District Contract Compliance Manager a copy
of a Monthly Time Report for each trainee. The Monthly Time Report for each month
shall be submitted no later than the tenth day of the subsequent month. The Monthly
Time Report shall indicate the phases and sub-phases of the number of hours devoted to
each proficiency.
Highway or Bridge Carpenter Helper, Mechanic Helper, Rodman/Chainman, and
Timekeeper classifications will not be approved for the On-The-Job Training Program.
The number of trainees may be distributed among the work classifications on the
basis of the Contractor’s needs and the availability of journeymen in the various
classifications within a reasonable area of recruitment.
The Contractor will have fulfilled the responsibilities of this Specification when
acceptable training has been provided to the trainee as specified above.
7-26 Cargo Preference Act – Use of United States-Flag Vessels.
Pursuant to Title 46 CFR 381, the Contractor agrees
1. To utilize privately owned United States-flag commercial vessels to
ship at least 50 percent of the gross tonnage (computed separately for dry bulk carriers,
dry cargo liners, and tankers) involved, whenever shipping any equipment, material, or
commodities pursuant to this Contract, to the extent such vessels are available at fair and
reasonable rates for United States-flag commercial vessels.
2. To furnish within 20 days following the date of loading for shipments
originating within the United States or within 30 working days following the date of
loading for shipments originating outside the United States, a legible copy of a rated, ‘on-
board’ commercial ocean bill-of-lading in English for each shipment of cargo described
in paragraph 1 of this Article to both the Contracting Officer (through the prime
contractor in the case of subcontractor bills-of-lading) and to the Division of National
Cargo, Office of Market Development, Maritime Administration, Washington, DC
20590.
3. To insert the substance of the provisions of this clause in all
subcontracts issued pursuant to this Contract.
- 33 - FPID(S): 435030-1-58-01
7-29 E-Verify.
The Contractor shall utilize the U.S. Department of Homeland Security’s E-
Verify system to verify the employment eligibility of all new employees hired by the
Contractor during the term of the Contract and shall expressly require any subcontractors
performing work or providing services pursuant to the Contract to likewise utilize the
U.S. Department of Homeland Security’s E-Verify system to verify the employment
eligibility of all new employees hired by the subcontractor during the Contract term.
7-31 Title VI Assurance – DOT 1050.2A, Appendix A and Appendix E.
7-31.1 Appendix A: During the performance of this Contract, the Contractor, for
itself, its assignees and successors in interest (hereinafter referred to as the “Contractor”)
agrees as follows:
1. Compliance with Regulations: The Contractor shall comply with the
Regulations relative to nondiscrimination in Federally-assisted programs of the US
Department of Transportation (hereinafter, “USDOT”) Title 49, Code of Federal
Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to
as the Regulations), which are herein incorporated by reference and made a part of this
Contract.
2. Nondiscrimination: The Contractor, with regard to the work performed
by it during the Contract, shall not discriminate on the basis of race, color, national origin
or sex in the selection and retention of sub-contractors, including procurements of
materials and leases of equipment. The Contractor shall not participate either directly or
indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including
employment practices when the Contract covers a program set forth in Appendix B of the
Regulations.
3. Solicitations for subcontractors, including procurements of materials
and equipment: In all solicitations either by competitive bidding or negotiation made by
the Contractor for work to be performed under subcontract, including procurements of
materials or leases of equipment, each potential subcontractor or supplier shall be notified
by the Contractor of the Contractor’s obligations under this contract and the Regulations
relative to nondiscrimination on the basis of race, color, national origin, or sex.
4. Information and Reports: The Contractor shall provide all information
and reports required by the Regulations or directives issued pursuant thereto, and shall
permit access to its books, records, accounts, other sources of information and its
facilities as may be determined by the Florida Department of Transportation or the
Federal Highway Administration, Federal Transit Administration, Federal Aviation
Administration, and Federal Motor Carrier Safety Administration to be pertinent to
ascertain compliance with such Regulations, order and instructions. Where any
information required of a Contractor is in the exclusive possession of another who fails or
refuses to furnish this information the Contractor shall so certify to the Florida
Department of Transportation, or the Federal Highway Administration, Federal Transit
Administration, Federal Aviation Administration, or Federal Motor Carrier Safety
Administration as appropriate, and shall set forth what efforts it has made to obtain the
information.
5. Sanctions for Noncompliance: In the event of the Contractor’s
noncompliance with the nondiscrimination provisions of this Contract, the Florida
- 34 - FPID(S): 435030-1-58-01
Department of Transportation shall impose such Contract sanctions as it or the Federal
Highway Administration, Federal Transit Administration, Federal Aviation
Administration, or Federal Motor Carrier Safety Administration may determine to be
appropriate, including, but not limited to:
a. withholding of payments to the Contractor under the Contract
until the Contractor complies, or
b. cancellation, termination or suspension of the Contract, in whole
or in part.
6. Incorporation of Provisions: The Contractor shall include the provisions
of this appendix in every subcontract, including procurements of materials and leases of
equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The
Contractor shall take such action with respect to any subcontract or procurement as the
Florida Department of Transportation or the Federal Highway Administration, Federal
Transit Administration, Federal Aviation Administration, or Federal Motor Carrier Safety
Administration may direct as a means of enforcing such provisions including sanctions
for noncompliance, provided, however, that, in the event a Contractor becomes involved
in, or is threatened with, litigation with a subcontractor or supplier as a result of such
direction, the Contractor may request the Florida Department of Transportation to enter
into such litigation to protect the interests of the Florida Department of Transportation,
and, in addition, the Contractor may request the United States to enter into such litigation
to protect the interests of the United States.
7-31.2 Appendix E: During the performance of this Contract, the Contractor, for
itself, its assignees, and successors in interest (hereinafter referred to as the “Contractor”
agrees to comply with the following non-discrimination statutes and authorities;
including but not limited to:
1. Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq.,
78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and
49 CFR Part 21;
2. The Uniform Relocation Assistance and Real Property Acquisition
Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced
or whose property has been acquired of Federal or Federal-aid programs and projects);
3. Federal-Aid Highway Act of 1973, (23 U.S.C § 324 et seq.), (prohibits
discrimination on the basis of sex);
4. Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. § 794 et seq.),
as amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27;
5. The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et
seq.), (prohibits discrimination on the basis of age);
6. Airport and Airway Improvement Act of 1982, (49 U.S.C. 471,
Section 47123), as amended, (prohibits discrimination based on race, creed, color
national origins or sex);
7. The Civil Rights Restoration Act of 1987 (PL 100-209), (Broadened the
scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age
Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by
expanding the definition of the terms “programs or activities” to include all of the
programs or activities of the Federal-aid recipients, sub-recipients and contractors,
whether such programs or activities are Federally funded or not);
-35 -FPID(S): 435030-1-58-01
8.Titles II and III of the Americans with Disabilities Act, which prohibits
discrimination on the basis of disability in the operation of public entities, public and
private transportation systems, places of public accommodation, and certain testing
entities (42 U.S.C. §§ 12131 – 12189) as implemented by Department of Transportation
regulations at 49 C.F.R. parts 37 and 38;
FROM SECTION 8 - SUBLETTING, CONTRACT TIME EXTENSIONS, AND
LIQUIDATED DAMAGES.
8-1 Subletting or Assigning of Contracts.
Do not, sell, transfer, assign or otherwise dispose of the Contract or Contracts or
any portion thereof, or of the right, title, or interest therein, without written consent of the
Department. If the Contractor chooses to sublet any portion of the Contract, the
Contractor must provide a written request to sublet work on the Certification of Sublet
Work form developed by the Department for this purpose. With the Engineer’s
acceptance of the request, the Contractor may sublet a portion of the work, but shall
perform with its own organization work amounting to not less than 40% of the total
Contract amount. The Certification of Sublet Work request will be deemed acceptable by
the Department, for purposes of the Department’s consent, unless the Engineer notifies
the Contractor within 5 business days of receipt of the Certification of Sublet Work that
the Department is not consenting to the requested subletting.
Include in the total Contract amount the cost of materials and manufactured
component products, and their transportation to the project site. For the purpose of
meeting this requirement the Department will not consider off-site commercial
production of materials and manufactured component products that the Contractor
purchases, or their transportation to the project, as subcontracted work.
If the Contractor sublets a part of a Contract item, the Department will use only
the sublet proportional cost in determining the percentage of subcontracted normal work.
Execute all agreements to sublet work in writing and include all pertinent
provisions and requirements of the Contract. All other agreements must be in writing and
reference all applicable Contract provisions. Upon request, furnish the Department with a
copy of the subcontract and agreement. The subletting of work does not relieve the
Contractor or the surety of their respective liabilities under the Contract.
The Department recognizes a subcontractor only in the capacity of an employee
or agent of the Contractor, and the Engineer may require the Contractor to remove the
subcontractor as in the case of an employee.
8-7.3.2 Contract Time Extensions: The Department may
grant an extension of Contract Time when a controlling item of work is delayed by
factors not reasonably anticipated or foreseeable at the time of bid. The Department may
allow such extension of time only for delays occurring during the Contract Time period
or authorized extensions of the Contract Time period. When failure by the Department to
fulfill an obligation under the Contract results in delays to the controlling items of work,
the Department will consider such delays as a basis for granting a time extension to the
Contract.
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Whenever the Engineer suspends the Contractor’s operations, as
provided in 8-6, for reasons other than the fault of the Contractor, the Engineer will grant
a time extension for any delay to a controlling item of work due to such suspension. The
Department will not grant time extensions to the Contract for delays due to the fault or
negligence of the Contractor.
The Department does not include an allowance for delays caused
by the effects of inclement weather or suspension of Contractor’s operations as defined in
8-6.4, in establishing Contract Time. The Engineer will continually monitor the effects of
weather and, when found justified, grant time extensions on either a bimonthly or
monthly basis. The Engineer will not require the Contractor to submit a request for
additional time due to the effects of weather.
The Department will grant time extensions, on a day for day basis,
for delays caused by the effects of rains or other inclement weather conditions, related
adverse soil conditions or suspension of operations as defined in 8-6.4 that prevent the
Contractor from productively performing controlling items of work resulting in:
1.The Contractor being unable to work at least 50% of the
normal work day on pre-determined controlling work items; or
2.The Contractor must make major repairs to work
damaged by weather, provided that the damage is not attributable to the Contractor’s
failure to perform or neglect; and provided that the Contractor was unable to work at least
50% of the normal workday on pre-determined controlling work items.
No additional compensation will be made for delays caused by the
effects of inclement weather.
The Department will consider the delays in delivery of materials or
component equipment that affect progress on a controlling item of work as a basis for
granting a time extension if such delays are beyond the control of the Contractor or
supplier. Such delays may include an area-wide shortage, an industry-wide strike, or a
natural disaster that affects all feasible sources of supply. In such cases, the Contractor
shall furnish substantiating letters from a representative number of manufacturers of such
materials or equipment clearly confirming that the delays in delivery were the result of an
area-wide shortage, an industry-wide strike, etc. No additional compensation will be
made for delays caused by delivery of materials or component equipment.
The Department will not consider requests for time extension due
to delay in the delivery of custom manufactured equipment such as traffic signal
equipment, highway lighting equipment, etc., unless the Contractor furnishes
documentation that he placed the order for such equipment in a timely manner, the delay
was caused by factors beyond the manufacturer’s control, and the lack of such equipment
caused a delay in progress on a controlling item of work. No additional compensation
will be paid for delays caused by delivery of custom manufactured equipment.
The Department will consider the affect of utility relocation and
adjustment work on job progress as the basis for granting a time extension only if all the
following criteria are met:
1.Delays are the result of either utility work that was not
detailed in the Plans, or utility work that was detailed in the Plans but was not
accomplished in reasonably close accordance with the schedule included in the Contract
Documents.
- 37 - FPID(S): 435030-1-58-01
2. Utility work actually affected progress toward
completion of controlling work items.
3. The Contractor took all reasonable measures to minimize
the effect of utility work on job progress, including cooperative scheduling of the
Contractor’s operations with the scheduled utility work at the preconstruction conference
and providing adequate advance notification to utility companies as to the dates to
coordinate their operations with the Contractor’s operations to avoid delays.
As a condition precedent to an extension of Contract Time the
Contractor must submit to the Engineer:
A preliminary request for an extension of Contract Time
must be made in writing to the Engineer within ten calendar days after the
commencement of a delay to a controlling item of work. If the Contractor fails to submit
this required preliminary request for an extension of Contract Time, the Contractor fully,
completely, absolutely and irrevocably waives any entitlement to an extension of
Contract Time for that delay. In the case of a continuing delay only a single preliminary
request for an extension of Contract Time will be required. Each such preliminary request
for an extension of Contract Time shall include as a minimum the commencement date of
the delay, the cause of the delay, and the controlling item of work affected by the delay.
Furthermore, the Contractor must submit to the Engineer a
request for a Contract Time extension in writing within 30 days after the elimination of
the delay to the controlling item of work identified in the preliminary request for an
extension of Contract Time. Each request for a Contract Time extension shall include as a
minimum all documentation that the Contractor wishes the Department to consider
related to the delay, and the exact number of days requested to be added to Contract
Time. If the Contractor contends that the delay is compensable, then the Contractor shall
also be required to submit with the request for a Contract Time extension a detailed cost
analysis of the requested additional compensation. If the Contractor fails to submit this
required request for a Contract Time extension, with or without a detailed cost analysis,
depriving the Engineer of the timely opportunity to verify the delay and the costs of the
delay, the Contractor waives any entitlement to an extension of Contract Time or
additional compensation for the delay.
Upon timely receipt of the preliminary request of Contract Time
from the Contractor, the Engineer will investigate the conditions, and if it is determined
that a controlling item of work is being delayed for reasons beyond the control of the
Contractor the Engineer will take appropriate action to mitigate the delay and the costs of
the delay. Upon timely receipt of the request for a Contract Time extension the Engineer
will further investigate the conditions, and if it is determined that there was an increase in
the time or the cost of performance of the controlling item of work beyond the control of
the Contractor, then an adjustment of Contract Time will be made, and a monetary
adjustment will be made, excluding loss of anticipated profits, and the Contract will be
modified in writing accordingly.
The existence of an accepted schedule, including any required
update(s), as stated in 8-3.2, is a condition precedent to the Contractor having any right to
the granting of an extension of Contract Time or any monetary compensation arising out
of any delay. Contractor failure to have an accepted schedule, including any required
update(s), for the period of potential impact, or in the event the currently accepted
- 38 - FPID(S): 435030-1-58-01
schedule and applicable updates do not accurately reflect the actual status of the project
or fail to accurately show the true controlling or non-controlling work activities for the
period of potential impact, will result in any entitlement determination as to time or
money for such period of potential impact being limited solely to the Department’s
analysis and identification of the actual controlling or non-controlling work activities.
Further, in such instances, the Department’s determination as to entitlement as to either
time or compensability will be final, unless the Contractor can prove by clear and
convincing evidence to a Disputes Review Board that the Department’s determination
was without any reasonable factual basis.
8-10 Liquidated Damages for Failure to Complete the Work.
8-10.2 Amount of Liquidated Damages: Applicable liquidated damages
are the amounts established in the following schedule:
Original Contract Amount Daily Charge Per Calendar Day
$50,000 and under..........................................................$956
Over $50,000 but less than $250,000.............................$964
$250,000 but less than $500,000.................................$1,241
$500,000 but less than $2,500,000..............................$1,665
$2,500,000 but less than $5,000,000...........................$2,712
$5,000,000 but less than $10,000,000.........................$3.447
$10,000,000 but less than $15,000,000.......................$4,866
$15,000,000 but less than $20,000,000.......................$5,818
$20,000,000 and over................ $9,198 plus 0.00005 of any
amount over $20 million (Round to nearest whole dollar)
FROM SECTION 9 (PARTIAL PAYMENTS).
9-5 Partial Payments.
9-5.1 General: The Engineer will make partial payments on monthly estimates
based on the amount of work that the Contractor completes during the month (including
delivery of certain materials, as specified herein below). The Engineer will make
approximate monthly payments, and the Department will correct all partial estimates and
payments in the subsequent estimates and in the final estimate and payment.
The Department will base the amount of such payments on the total value
of the work that the Contractor has performed to the date of the estimate, based on the
quantities completed and the Contract prices, less payments previously made and less any
retainage withheld.
Retainage will not be withheld until the percent of Contract Time used
exceeds 75%. From that time forward, the Department will withhold retainage of 10% of
the amount due on the current estimate as retainage when the percent of Contract Time
used exceeds the percent of Contract amount earned by more than 15%.
Contract amount is defined as the original Contract amount adjusted by
approved supplemental agreements.
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Retainage will be determined for each job on multiple job Contracts. The
Department will not accept Securities, Certificates of Deposit or letters of credit as a
replacement for retainage. Amounts withheld will not be released until payment of the
final estimate.
9-5.2 Unsatisfactory Payment Record: In accordance with Sections 255.05 and
337.16 of the Florida Statutes, and the rules of the Department, the Department may
disqualify the Contractor from bidding on future Department contracts if the Contractor’s
payment record in connection with contract work becomes unsatisfactory.
9-5.3 Withholding Payment:
9-5.3.1 Withholding Payment for Defective Work: If the Department
discovers any defective work or material prior to the final acceptance, or if the
Department has a reasonable doubt as to the integrity of any part of the completed work
prior to final acceptance, then the Department will not allow payment for such defective
or questioned work until the Contractor has remedied the defect and removed any causes
of doubt.
9-5.3.2 Withholding Payment for Failure to Comply: The Department
will withhold progress payments from the Contractor if he fails to comply with any or all
of the following within 60 days after beginning work:
1. comply with and submit required paperwork relating to
prevailing wage rate provisions, Equal Employment Opportunity, On-The-Job Training,
and Affirmative Action;
2. comply with the requirement to all necessary information,
including actual payments to DBEs, all other subcontractors and major suppliers, through
the Internet based Equal Opportunity Reporting System;
3. comply with or make a good faith effort to ensure employment
opportunity for minorities and females in accordance with the required contract
provisions for Federal Aid Construction Contracts, and
4. comply with or make a good faith effort to meet On-The-Job
Training goals.
The Department will withhold progress payments until the
Contractor has satisfied the above conditions.
9-5.4 Release of Retainage After Acceptance: When the Contractor has
furnished the Department with all submittals required by the Contract, such as invoices,
EEO reports, materials certifications, certification of materials procured, etc., (excluding
Contractor’s letter of acceptance of final amount due and Form 21-A release) and the
Engineer has determined that the measurement and computation of pay quantities is
correct, the Department may reduce the retainage to $1,000 plus any amount that the
Department elects to deduct for defective work as provided in 9-5.3.
The Department will not allow a semifinal estimate under the provisions
of the above paragraphs unless the time elapsing between (1) acceptance of the project
and receipt of all test reports, invoices, etc., and (2) submission of the final estimate to the
Contractor for acceptance, exceeds or is expected to exceed ten days.
The Department may deduct from payment estimates any sums that the
Contractor owes to the Department on any account. Where more than one project or job
(separate job number) is included in the Contract, the Department will distribute the
reduced retainage as provided in the first paragraph of this Subarticle to each separate
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project or job in the ratio that the Contract value of the work for the particular job bears
to the total Contract amount.
9-5.5 Partial Payments for Delivery of Certain Materials:
9-5.5.1 General: The Department will allow partial payments for new
materials that will be permanently incorporated into the project and are stockpiled in
approved locations in the project vicinity. Stockpile materials so that they will not be
damaged by the elements and in a manner that identifies the project on which they are to
be used.
materials:
The following conditions apply to all payments for stockpiled
1. There must be reasonable assurance that the stockpiled
material will be incorporated into the specific project on which partial payment is made.
2. The stockpiled material must be approved as meeting
applicable specifications.
3. The total quantity for which partial payment is made
shall not exceed the estimated total quantity required to complete the project.
4. The Contractor shall furnish the Engineer with copies of
certified invoices to document the value of the materials received. The amount of the
partial payment will be determined from invoices for the material up to the unit price in
the Contract.
5. Delivery charges for materials delivered to the jobsite
will be included in partial payments if properly documented.
6. Partial payments will not be made for materials which
were stockpiled prior to award of the Contract for a project.
9-5.5.2 Partial Payment Amounts: The following partial payment
restrictions apply:
processed.
1. Partial payments less than $5,000 for any one month will not be
2. Partial payments for structural steel and precast prestressed
items will not exceed 85% of the bid price for the item. Partial payments for all other
items will not exceed 75% of the bid price of the item in which the material is to be used.
3. Partial payment will not be made for aggregate and base course
material received after paving or base construction operations begin except when a
construction sequence designated by the Department requires suspension of paving and
base construction after the initial paving operations, partial payments will be reinstated
until the paving and base construction resumes.
9-5.5.3 Off Site Storage: If the conditions of 9-5.5.1 are satisfied, partial
payments will be allowed for materials stockpiled in approved in-state locations.
Additionally, partial payments for materials stockpiled in approved out-of-state locations
will be allowed if the conditions of 9-5.5.1 and the following conditions are met:
1. Furnish the Department a Materials Bond stating the supplier
guarantees to furnish the material described in the Contract to the Contractor and
Department. Under this bond, the Obligor shall be the material supplier and the Obligees
shall be the Contractor and the Florida Department of Transportation. The bond shall be
in the full dollar amount of the bid price for the materials described in the contract.
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2. The following clauses must be added to the construction
Contract between the Contractor and the supplier of the stockpiled materials:
“Notwithstanding anything to the contrary, <supplier> will
be liable to the Contractor and the Florida Department of Transportation should
<supplier> default in the performance of this agreement.”
“Notwithstanding anything to the contrary, this agreement,
and the performance bond issued pursuant to this agreement, does not alter, modify, or
otherwise change the Contractor’s obligation to furnish the materials described in this
agreement to the Florida Department of Transportation.”
3. The agreement between the Contractor and the supplier of the
stockpiled materials must include provisions that the supplier will store the materials and
that such materials are the property of the Contractor.
9-5.6 Certification of Payment to Subcontractors: The term “subcontractor,” as
used herein, includes persons or firms furnishing materials or equipment incorporated
into the work or stockpiled for which the Department has made partial payment and firms
working under equipment-rental agreements. The Contractor is required to pay all
subcontractors for satisfactory performance of their Contracts before the Department will
make a further progress (partial) payment. The Contractor shall also return all retainage
withheld to the subcontractors within 30 days after the subcontractor’s work is
satisfactorily complete, as determined by the Department. Prior to receipt of any progress
(partial) payment, the prime contractor shall certify that all subcontractors having an
interest in the Contract were paid for satisfactory performance of their Contracts and that
the retainage is returned to subcontractors within 30 days after satisfactory completion of
the subcontractor’s work. Provide this certification in the form designated by the
Department.
Within 30 days of the Contractor’s receipt of the final progress payment or
any other payments thereafter, except the final payment, the Contractor shall pay all
subcontractors and suppliers having an interest in the Contract for all work completed
and materials furnished. The Department will honor an exception to the above when the
Contractor demonstrates good cause for not making any required payment and furnishes
written notification of any such good cause to both the Department and the affected
subcontractors or suppliers within said 30 day period.
The Contractor shall indemnify and provide defense for the Department
when called upon to do so for all claims or suits against the Department, by third parties,
pertaining to Contractor payment or performance issues arising out of the Contract. It is
expressly understood that the monetary limitation on the extent of the indemnification
shall be the approved Contract amount, which shall be the original Contract amount as
may be increased by subsequent Supplemental Agreements.
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EARTHWORK AND RELATED OPERATIONS FOR LAP (OFF-SYSTEM).
(REV 1-23-12) (FA 2-27-12)
SECTION 120
EARTHWORK AND RELATED OPERATIONS FOR LAP (OFF-SYSTEM)
120-1 Description.
120-1.1 General: Perform earthwork and related operations based on the type of
work specified in the Contract and the Earthwork Categories as defined below. Meet the
applicable requirements for materials, equipment and construction as specified.
Earthwork and related operations consists of excavation for the
construction of the roadway, excavation for structures and pipe, constructing backfill
around structures and pipe, and constructing embankments as required for the roadway,
ditches, and channel changes.
120-1.2 Earthwork Categories: Performance of Earthwork Operations will fall
into one of the following Earthwork Categories:
120-1.2.1 Earthwork Category 1: Includes the earthwork and related
operations associated with the construction of sidewalks and bike paths along with any
drainage structures associated with these facilities.
120-1.2.2 Earthwork Category 2: Includes the earthwork and related
operations associated with the construction of turn lanes and other non-mainline traffic
lanes, widening, roadway shoulders, concrete box culverts, retaining walls, and other
drainage structures on the non-mainline pavement.
120-1.2.3 Earthwork Category 3: Includes the earthwork and related
operations associated with the construction of new mainline pavement, along with
concrete box culverts, retaining walls, and other drainage structures on the mainline
pavement.
120-2 Classes of Excavation.
120-2.1 Excavation of Unsuitable Material: Excavation of unsuitable material
consists of the removal of muck, clay, rock or any other material that is unsuitable in its
original position and that is excavated below the finished grading template. For stabilized
bases and sand bituminous road mixes, the finished grading template is the top of the
finished base, shoulders and slopes. For all other bases and rigid pavement, the finished
grading template is the finished shoulder and slope lines and bottom of completed base or
rigid pavement.
120-2.2 Lateral Ditch Excavation: Lateral ditch excavation consists of all
excavation of inlet and outlet ditches to structures and roadway, changes in channels of
streams, and ditches parallel to the roadway right-of-way. Dress lateral ditches to the
grade and cross-section shown in the plans.
120-2.3 Channel Excavation: Channel excavation consists of the excavation and
satisfactory disposal of all materials from the limits of the channel as shown in the plans.
120-2.4 Excavation for Structures and Pipe: Excavation for structures consists
of the excavation for bridge foundations, box culverts, pipe culverts, storm sewers and all
other pipe lines, retaining walls, headwalls for pipe culverts and drains, catch basins, drop
inlets, manholes, and similar structures.
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120-3 Excavation Requirements.
120-3.1 Excavation and Replacement of Unsuitable Materials: Where rock,
muck, clay, or other material within the limits of the roadway is unsuitable in its original
position, excavate such material to the cross-sections shown in the plans or indicated by
the Engineer, and backfill with suitable material. Shape backfill materials to the required
cross-sections. Where the removal of plastic soils below the finished earthwork grade is
required, meet a construction tolerance of plus or minus 0.2 foot in depth and plus or
minus 6 inches (each side) in width.
120-3.2 Lateral Ditch Excavation: Excavate inlet and outlet ditches to structures
and roadway, changes in channels of streams and ditches parallel to the roadway. Dress
lateral ditches to the grade and cross-section shown in the plans.
120-3.3 Channel Excavation: Excavate and dispose of all materials from the
limits of the channel as shown in the plans. Excavate for bridge foundations, box
culverts, pipe culverts, storm sewers and all other pipe lines, retaining walls, headwalls
for pipe culverts and drains, catch basins, drop inlets, manholes, and similar structures.
120-3.4 Excavation for Structures and Pipe.
120-3.4.1 Requirements for all Excavation: Excavate foundation pits to
permit the placing of the full widths and lengths of footings shown in the plans, with full
horizontal beds. Do not round or undercut corners or edges of footings. Perform all
excavation to foundation materials, satisfactory to the Engineer, regardless of the
elevation shown on the plans. Perform all excavation in stream beds to a depth at least
4 feet below the permanent bed of the stream, unless a firm footing can be established on
solid rock before such depth is reached, and excavate to such additional depth as may be
necessary to eliminate any danger of undermining. Wherever rock bottom is secured,
excavate in such manner as to allow the solid rock to be exposed and prepared in
horizontal beds for receiving the masonry. Remove all loose and disintegrated rock or
thin strata. Have the Engineer inspect and approve all foundation excavations prior to
placing masonry.
120-3.4.2 Earth Excavation:
120-3.4.2.1 Foundation Material other than the Rock: When
masonry is to rest on an excavated surface other than rock, take special care to avoid
disturbing the bottom of the excavation, and do not remove the final foundation material
to grade until just before placing the masonry. In case the foundation material is soft or
mucky, the Engineer may require excavation to a greater depth and to backfill to grade
with approved material.
120-3.4.2.2 Foundation Piles: Where foundation piles are used,
complete the excavation of each pit before driving the piles. After the driving is
completed, remove all loose and displaced material, leaving a smooth, solid, and level
bed to receive the masonry.
120-3.4.2.3 Removal of Obstructions: Remove boulders, logs, or
any unforeseen obstacles encountered in excavating.
120-3.4.3 Rock Excavation: Clean all rock and other hard foundation
material, remove all loose material, and cut all rock to a firm surface. Either level, step
vertically and horizontally, or serrate the rock, as may be directed by the Engineer. Clean
out all seams, and fill them with concrete or mortar.
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120-3.4.4 Pipe Trench Excavation: Excavate trenches for pipe culverts
and storm sewers to the elevation of the bottom of the pipe and to a width sufficient to
provide adequate working room. Remove soil not meeting the classification specified as
suitable backfill material in 120-8.3.2.2 to a depth of 4 inches below the bottom of the
pipe elevation. Remove rock, boulders or other hard lumpy or unyielding material to a
depth of 12 inches below the bottom of the pipe elevation. Remove muck or other soft
material to a depth necessary to establish a firm foundation. Where the soils permit,
ensure that the trench sides are vertical up to at least the mid-point of the pipe.
For pipe lines placed above the natural ground line, place and
compact the embankment, prior to excavation of the trench, to an elevation at least 2 feet
above the top of the pipe and to a width equal to four pipe diameters, and then excavate
the trench to the required grade.
120-4 Disposal of Surplus and Unsuitable Material.
120-4.1 Ownership of Excavated Materials: Dispose of surplus and excavated
materials as shown in the plans or, if the plans do not indicate the method of disposal,
take ownership of the materials and dispose of them outside the right-of-way.
120-4.2 Disposal of Muck on Side Slopes: As an exception to the provisions of
120-4.1, when approved by the Engineer, muck (A-8 material) may be placed on the
slopes, or stored alongside the roadway, provided there is a clear distance of at least
6 feet between the roadway grading limits and the muck, and the muck is dressed to
present a neat appearance. In addition, this material may also be disposed of by placing it
on the slopes where, in the opinion of the Engineer, this will result in an aesthetically
pleasing appearance and will have no detrimental effect on the adjacent developments.
Where the Engineer permits the disposal of muck or other unsuitable material inside the
right-of-way limits, do not place such material in a manner which will impede the inflow
or outfall of any channel or of side ditches. The Engineer will determine the limits
adjacent to channels within which such materials may be disposed.
120-4.3 Disposal of Paving Materials: Unless otherwise noted, take ownership
of paving materials, such as paving brick, asphalt block, concrete slab, sidewalk, curb and
gutter, etc., excavated in the removal of existing pavements, and dispose of them outside
the right-of-way. If the materials are to remain the property of the Agency, place them in
neat piles as directed. Existing limerock base that is removed may be incorporated in the
stabilized portion of the subgrade. If the construction sequence will allow, incorporate all
existing limerock base into the project as allowed by the Contract Documents.
120-4.4 Disposal Areas: Where the Contract Documents require disposal of
excavated materials outside the right-of-way, and the disposal area is not indicated in the
Contract Documents, furnish the disposal area without additional compensation.
Provide areas for disposal of removed paving materials out of sight of the
project and at least 300 feet from the nearest roadway right-of-way line of any road. If the
materials are buried, disregard the 300 foot limitation.
120-5 Materials for Embankment.
120-5.1 General Requirements for Embankment Materials: Construct
embankments using suitable materials excavated from the roadway or delivered to the
jobsite from authorized borrow pits.
Construct the embankment using maximum particle sizes as follows:
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In top 12 inches: 3 1/2 inches (in any dimension).
12 to 24 inches: 6 inches (in any dimension).
In the depth below 24 inches: not to exceed 12 inches (in any
dimension) or the compacted thickness of the layer being placed, whichever is less.
Spread all material so that the larger particles are separated from each
other to minimize voids between them during compaction. Compact around these rocks
in accordance with 120-7.2.
When and where approved by the Engineer, larger rocks (not to exceed
18 inches in any dimension) may be placed outside the one to two slope and at least 4 feet
or more below the bottom of the base. Compact around these rocks to a firmness equal to
that of the supporting soil. Where constructing embankments adjacent to bridge end bents
or abutments, do not place rock larger than 3 1/2 inches in diameter within 3 feet of the
location of any end-bent piling.
120-5.2 Use of Materials Excavated from the Roadway and Appurtenances:
Assume responsibility for determining the suitability of excavated material for use on the
project in accordance with the applicable Contract Documents. Consider the sequence of
work and maintenance of traffic phasing in the determination of the availability of this
material.
120-5.3 Authorization for Use of Borrow: Use borrow only when sufficient
quantities of suitable material are not available from roadway and drainage excavation, to
properly construct the embankment, subgrade, and shoulders, and to complete the
backfilling of structures and pipe. Do not use borrow material until so ordered by the
Engineer, and then only use material from approved borrow pits.
120-5.3.1 Haul Routes for Borrow Pits: Provide and maintain, at no
expense to the Agency, all necessary roads for hauling the borrow material. Where
borrow area haul roads or trails are used by others, do not cause such roads or trails to
deteriorate in condition.
Arrange for the use of all non-public haul routes crossing the
property of any railroad. Incur any expense for the use of such haul routes. Establish haul
routes which will direct construction vehicles away from developed areas when feasible,
and keep noise from hauling operations to a minimum. Advise the Engineer in writing of
all proposed haul routes.
120-5.3.2 Borrow Material for Shoulder Build-up: When so indicated
in the plans, furnish borrow material with a specific minimum bearing value, for building
up of existing shoulders. Blend materials as necessary to achieve this specified minimum
bearing value prior to placing the materials on the shoulders. Take samples of this borrow
material at the pit or blended stockpile.
120-5.4 Materials Used at Pipes, Culverts, etc.: Construct embankments over
and around pipes, culverts, and bridge foundations with selected materials.
120-6 Embankment Construction.
120-6.1 General: Construct embankments in sections of not less than 300 feet in
length or for the full length of the embankment.
120-6.2 Dry Fill Method:
120-6.2.1 General: Construct embankments to meet compaction
requirements in 120-7 and in accordance with the acceptance program requirements in
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120-9. Restrict the compacted thickness of the last embankment lift to 6 inches
maximum.
As far as practicable, distribute traffic over the work during the
construction of embankments so as to cover the maximum area of the surface of each
layer.
Construct embankment in the dry whenever normal dewatering
equipment and methods can accomplish the needed dewatering.
120-6.2.1.1 For A-3 and A-2-4 Materials with up to 15% fines:
Construct the embankment in successive layers with lifts up to a maximum compacted
thickness of 12 inches. Ensure the percentage of fines passing the No. 200 US Standard
sieve in the A-2-4 material does not exceed 15%.
120-6.2.1.2 For A-1 Plastic materials (As designated in FDOT
Design Standard Index 505) and A-2-4 Materials with greater than 15% fines:
Construct the embankment in successive layers with lifts up to a maximum compacted
thickness of 6 inches.
120-6.2.1.3 Equipment and Methods: Provide normal dewatering
equipment including, but not limited to, surface pumps, sump pumps and
trenching/digging machinery. Provide normal dewatering methods including, but not
limited to, constructing shallow surface drainage trenches/ditches, using sand blankets,
sumps and siphons.
When normal dewatering does not adequately remove the
water, the Engineer may require the embankment material to be placed in the water or in
low swampy ground in accordance with 120-7.2.4.
120-6.2.2 Placing in Unstable Areas: Where depositing the material in
water, or in low swampy ground that will not support the weight of hauling equipment,
construct the embankment by dumping successive loads in a uniformly distributed layer
of a thickness not greater than necessary to support the hauling equipment while placing
subsequent layers. Once sufficient material has been placed so that the hauling equipment
can be supported, construct the remaining portion of the embankment in layers in
accordance with the applicable provisions of 120-7.2.4 and 120-7.2.6.
120-6.2.3 Placing on Steep Slopes: When constructing an embankment
on a hillside sloping more than 20 degrees from the horizontal, before starting the fill,
deeply plow or cut into steps the surface of the original ground on which the embankment
is to be placed.
120-6.2.4 Placing Outside Standard Minimum Slope: Where material
that is unsuitable for normal embankment construction is to be used in the embankment
outside the standard minimum slope (approximately one to two), place such material in
layers of not more than 18 inches in thickness, measured loose. The Contractor may also
place material which is suitable for normal embankment, outside such standard minimum
slope, in 18 inch layers. Maintain a constant thickness for suitable material placed within
and outside the standard minimum slope, unless placing in a separate operation.
120-6.3 Hydraulic Method:
120-6.3.1 Method of Placing: When the hydraulic method is used, as far
as practicable, place all dredged material in its final position in the embankment by such
method. Place and compact any dredged material that is re-handled, or moved and placed
in its final position by any other method, as specified in 120-7.2. The Contractor may use
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baffles or any form of construction he may select, provided the slopes of the
embankments are not steeper than indicated in the plans. Remove all timber used for
temporary bulkheads or baffles from the embankment, and fill and thoroughly compact
the holes thus formed. When placing fill on submerged land, construct dikes prior to
beginning of dredging, and maintain the dikes throughout the dredging operation.
120-6.3.2 Excess Material: Do not use excess material placed outside the
prescribed slopes, below the normal high-water level, to raise the fill. Remove only the
portion of this material required for dressing the slopes.
120-6.3.3 Protection of Openings in Embankment: Leave openings in
the embankments at the bridge sites. Remove any material which invades these openings
or existing channels without additional compensation to provide the same depth of
channel as existed before the construction of the embankment. Do not excavate or dredge
any material within 200 feet of the toe of the proposed embankment.
120-7 Compaction Requirements.
120-7.1 Moisture Content: Compact the materials at a moisture content such that
the specified density can be attained. If necessary to attain the specified density, add
water to the material, or lower the moisture content by manipulating the material or
allowing it to dry, as is appropriate.
120-7.2 Compaction of Embankments:
120-7.2.1 Earthwork Category 1 and 2 Density Requirements: The
Engineer will accept a minimum density of 95% of the maximum density as determined
by AASHTO T-99 Method C for all earthwork items requiring densities.
120-7.2.2 Earthwork Category 3 Density Requirements: The Engineer
will accept a minimum of 100% of the maximum density as determined by AASHTO T-
99 Method C for all densities required under category 3.
Except for embankments constructed by the hydraulic method as specified in 120-6.3,
and for the material placed outside the standard minimum slope as specified in 120-6.2.4,
and for other areas specifically excluded herein, compact each layer of the material used
in the formation of embankments to the required density stated above. Uniformly
compact each layer using equipment that will achieve the required density, and as
compaction operations progress, shape and manipulate each layer as necessary to ensure
uniform density throughout the embankment.
120-7.2.3 Compaction Over Unstable Foundations: Where the
embankment material is deposited in water or on low swampy ground, and in a layer
thicker than 12 inches (as provided in 120-6.2.2), compact the top 6 inches (compacted
thickness) of such layer to the density as specified in 120-9.5.
120-7.2.4 Compaction Where Plastic Material Has Been Removed:
Where unsuitable material is removed and the remaining surface is of the A-4, A-5, A-6,
or A-7 Soil Groups, as determined by the Engineer, compact the surface of the excavated
area by rolling with a sheepsfoot roller exerting a compression of at least 250 psi on the
tamper feet, for the full width of the roadbed (subgrade and shoulders). Perform rolling
before beginning any backfill, and continue until the roller feet do not penetrate the
surface more than 1 inch. Do not perform such rolling where the remaining surface is
below the normal water table and covered with water. Vary the procedure and equipment
required for this operation at the discretion of the Engineer.
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120-7.2.5 Compaction of Material to be Used in Base, Pavement, or
Stabilized Areas: Do not compact embankment material which will be incorporated into
a pavement, base course, or stabilized subgrade, to be constructed as a part of the same
Contract.
120-7.2.6 Compaction of Grassed Shoulder Areas: For the upper 6 inch
layer of all shoulders which are to be grassed, since no specific density is required,
compact only to the extent directed.
120-7.2.7 Compaction of Grassed Embankment Areas: For the outer
layer of all embankments where plant growth will be established, do not compact. Leave
this layer in a loose condition to a minimum depth of 6 inches for the subsequent seeding
or planting operations.
120-7.3 Compaction of Subgrade: If the plans do not provide for stabilizing,
compact the subgrade in both cuts and fills to the density specified in 120-9.5. For
undisturbed soils, do not apply density requirements where constructing narrow widening
strips or paved shoulders 5 feet or less in width.
Where trenches for widening strips are not of sufficient width to permit
the use of standard compaction equipment, perform compaction using vibratory rollers,
trench rollers, or other type compaction equipment approved by the Engineer.
Maintain the required density until the base or pavement is placed on the
subgrade.
120-8 Backfilling Around Structures and Pipe.
120-8.1 Requirements for all Structures:
120-8-1.1 General: Backfill around structures and pipe in the dry
whenever normal dewatering equipment and methods can accomplish the needed
dewatering.
129-8.1.2 Equipment and Methods: Provide normal dewatering
equipment including, but not limited to, surface pumps, sump pumps, wellpoints and
header pipe and trenching/digging machinery. Provide normal dewatering methods
including, but not limited to, constructing shallow surface drainage trenches/ditches,
using sand blankets, perforated pipe drains, sumps and siphons.
120-8.1.3 Backfill Materials: Backfill to the original ground surface or
subgrade surface of openings made for structures, with a sufficient allowance for
settlement. The Engineer may require that the material used for this backfill be obtained
from a source entirely apart from the structure.
Do not allow heavy construction equipment to cross over culvert or
storm sewer pipes until placing and compacting backfill material to the finished
earthwork grade or to an elevation at least 4 feet above the crown of the pipe.
120-8.1.4 Use of A-7 Material: In the backfilling of trenches, A-7
material may be used from a point 12 inches above the top of the pipe up to the elevation
shown on the FDOT Design Standards as the elevation for undercutting of A-7 material.
120-8.1.5 Time of Placing Backfill: Do not place backfill against any
masonry or concrete abutment, wingwall, or culvert until the Engineer has given
permission to do so, and in no case until the masonry or concrete has been in place seven
days or until the specified 28-day compressive strength occurs.
120-8.1.6 Placement and Compaction: When the backfill material is
deposited in water, compact per 120-8.2.5 and 120-8.3.4. Place the material in horizontal
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layers not exceeding 6 inches compacted thickness, in depth above water level, behind
abutments, wingwalls and end bents or end rest piers, and around box culverts and all
structures including pipe culverts. The Engineer may approve placing material in thicker
lifts of no more than 12 inches compacted thickness above the soil envelope if a test
section demonstrates the required density can be achieved. Approval will be based on
five passing density tests over the test section consisting of a lift of backfill from
structure to structure. The Engineer will identify the test section with the compaction
effort and soil classification in the Agency Logbook. In case of a change in compaction
effort or soil classification, construct a new test section. The Engineer reserves the right
to terminate the Contractor’s use of thick lift construction and have him revert to the
6 inch compacted lifts whenever it is determined that satisfactory results are not being
obtained.
120-8.2 Additional Requirements for Structures Other than Pipe:
120-8.2.1 Density: Where the backfill material is deposited in water,
obtain a 12 inch layer of comparatively dry material, thoroughly compacted by tamping,
before the Engineer verifies layer and density requirements. Meet the requirements of the
density Acceptance Criteria.
120-8.2.2 Box Culverts: For box culverts over which pavement is to be
constructed, compact around the structure to an elevation not less than 12 inches above
the top of the structure, using rapid-striking mechanical tampers.
120-8.2.3 Other Limited Areas: Compact in other limited areas using
mechanical tampers or approved hand tampers, until the cover over the structure is at
least 12 inches thick. When hand tampers are used, deposit the materials in layers not
more than 4 inches thick using hand tampers suitable for this purpose with a face area of
not more than 100 in2. Take special precautions to prevent any wedging action against the
masonry, and step or terrace the slope bounding the excavation for abutments and
wingwalls if required by the Engineer.
120-8.2.4 Culverts and Piers: Backfill around culverts and piers on both
sides simultaneously to approximately the same elevation.
120-8.2.5 Compaction Under Wet Conditions: Where wet conditions do
not permit the use of mechanical tampers, compact using hand tampers. Use only A-3
material for the hand tamped portions of the backfill. When the backfill has reached an
elevation and condition such as to make the use of the mechanical tampers practical,
perform mechanical tamping in such manner and to such extent as to transfer the
compaction force into the sections previously tamped by hand.
120-8.3 Additional Requirements for Pipe 15 Inches Inside Diameter or
Greater:
be backfilled.
120-8.3.1 General: Trenches for pipe may have up to four zones that must
Lowest Zone: The lowest zone is backfilled for deep undercuts up
to within 4 inches of the bottom of the pipe.
Bedding Zone: The zone above the Lowest Zone is the Bedding
Zone. Usually it will be the backfill which is the 4 inches of soil below the bottom of the
pipe. When rock or other hard material has been removed to place the pipe, the Bedding
Zone will be the 12 inches of soil below the bottom of the pipe.
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Cover Zone: The next zone is backfill that is placed after the pipe
has been laid and will be called the Cover Zone. This zone extends to 12 inches above the
top of the pipe. The Cover Zone and the Bedding Zone are considered the Soil Envelope
for the pipe.
Top Zone: The Top Zone extends from 12 inches above the top of
the pipe to the base or final grade.
120-8.3.2 Material:
120-8.3.2.1 Lowest Zone: Backfill areas undercut below the
Bedding Zone of a pipe with coarse sand, or other suitable granular material, obtained
from the grading operations on the project, or a commercial material if no suitable
material is available.
120-8.3.2.2 Soil Envelope: In both the Bedding Zone and the
Cover Zone of the pipe, backfill with materials classified as A-1, A-2, or A-3. Material
classified as A-4 may be used if the pipe is concrete pipe.
120-8.3.2.3 Top Zone: Backfill the area of the trench above the
soil envelope of the pipe with materials allowed on Design Standard, Index No. 505.
120-8.3.3 Compaction:
120-8.3.3.1 Lowest Zone: Compact the soil in the Lowest Zone to
approximately match the density of the soil in which the trench was cut.
120-8.3.3.2 Bedding Zone: If the trench was not undercut below
the bottom of the pipe, loosen the soil in the bottom of the trench immediately below the
approximate middle third of the outside diameter of the pipe.
If the trench was undercut, place the bedding material and
leave it in a loose condition below the middle third of the outside diameter of the pipe.
Compact the outer portions to meet the density requirements of the Acceptance Criteria.
Place the material in lifts no greater than 6 inches (compacted thickness).
120-8.3.3.3 Cover Zone: Place the material in 6 inches layers
(compacted thickness), evenly deposited on both sides of the pipe, and compact with
mechanical tampers suitable for this purpose. Hand tamp material below the pipe haunch
that cannot be reached by mechanical tampers. Meet the requirements of the density
Acceptance Criteria.
120-8.3.3.4 Top Zone: Place the material in layers not to exceed
12 inches in compacted thickness. Meet the requirements of the density Acceptance
Criteria.
120-8.3.4 Backfill Under Wet Conditions: Where wet conditions are
such that dewatering by normal pumping methods would not be effective, the procedure
outlined below may be used when specifically authorized by the Engineer in writing.
Granular material may be used below the elevation at which
mechanical tampers would be effective, but only material classified as A-3. Place and
compact the material using timbers or hand tampers until the backfill reaches an elevation
such that it’s moisture content will permit the use of mechanical tampers. When the
backfill has reached such elevation, use normally acceptable backfill material. Compact
the material using mechanical tampers in such manner and to such extent as to transfer
the compacting force into the material previously tamped by hand.
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120-9 Acceptance Program.
120-9.1 Density over 105%: When a computed dry density results in a value
greater than 105% of the applicable Proctor maximum dry density, the Engineer will
perform a second density test within 5 feet. If the second density results in a value greater
than 105%, investigate the compaction methods, examine the applicable Maximum
Density and material description. If necessary, the Engineer will test an additional sample
for acceptance in accordance with AASHTO T 99, Method C.
120-9.2 Maximum Density Determination: The Engineer will determine the
maximum density and optimum moisture content by sampling and testing the material in
accordance with the specified test method listed in 120-9.3.
120-9.3 Density Testing Requirements: Compliance with the requirements of
120-9.5 will be determined in accordance FM 1-T 238. The in-place moisture content
will be determined for each density in accordance with FM 5-507 (Determination of
Moisture Content by Means of a Calcium Carbide Gas Pressure Moisture Tester), or
ASTM D 4643 (Laboratory Determination of Moisture Content of Granular Soils By Use
of a Microwave Oven).
120-9.4 Soil Classification: The Engineer will perform soil classification tests in
accordance with AASHTO T-88, and classify soils in accordance with AASHTO M-145
(Standard Specification for Classification of Soils and Soil-Aggregate Mixtures for
Highway Construction Purposes) in order to determine compliance with embankment
utilization requirements.
120-9.5 Acceptance Criteria: The Engineer will accept a minimum density in
accordance with 120-7.2 with the following exceptions:
1) embankment constructed by the hydraulic method as specified in 120-
6.3;
120-6.2.4;
2) material placed outside the standard minimum slope as specified in
3) other areas specifically excluded herein.
120-9.6 Frequency: The Engineer will conduct sampling and testing at a
minimum frequency listed in the table below.
Test Name Frequency
Maximum Density One per soil type
Density 1 per 500’ RDWY (Alt Lift)
Soil Classification One per Maximum Density
120-10 Maintenance and Protection of Work.
While construction is in progress, maintain adequate drainage for the roadbed at
all times. Maintain a shoulder at least 3 feet wide adjacent to all pavement or base
construction in order to provide support for the edges.
Maintain and protect all earthwork construction throughout the life of the
Contract, and take all reasonable precautions to prevent loss of material from the roadway
due to the action of wind or water. Repair any slides, washouts, settlement, subsidence, or
other mishap which may occur prior to final acceptance of the work. Maintain all
channels excavated as a part of the Contract work against natural shoaling or other
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encroachments to the lines, grades, and cross-sections shown in the plans, until final
acceptance of the project.
120-11 Construction.
120-11.1 Construction Tolerances: Shape the surface of the earthwork to
conform to the lines, grades, and cross-sections shown in the plans. In final shaping of the
surface of earthwork, maintain a tolerance of 0.3 foot above or below the plan cross-
section with the following exceptions:
1. Shape the surface of shoulders to within 0.1 foot of the plan cross-
section.
structures, etc.
2. Shape the earthwork to match adjacent pavement, curb, sidewalk,
3. Shape the bottom of ditches so that the ditch impounds no water.
4. When the work does not include construction of base or pavement,
shape the entire roadbed (shoulder point to shoulder point) to within 0.1 foot above or
below the plan cross-section.
Ensure that the shoulder lines do not vary horizontally more than 0.3 foot
from the true lines shown in the plans.
120-11.2 Operations Adjacent to Pavement: Carefully dress areas adjacent to
pavement areas to avoid damage to such pavement. Complete grassing of shoulder areas
prior to placing the final wearing course. Do not manipulate any embankment material on
a pavement surface.
When shoulder dressing is underway adjacent to a pavement lane being
used to maintain traffic, exercise extreme care to avoid interference with the safe
movement of traffic.
120-12 Method of Measurement.
120-12.1 Excavation: Excavation will be paid for by volume, in cubic yards,
calculated by the method of average end areas, unless the Engineer determines that
another method of calculation will provide a more accurate result. The material will be
measured in its original position by field survey or by photogrammetric means as
designated by the Engineer. Measurement for payment will include the excavation of
unsuitable material, lateral ditch excavation, channel excavation, and excavation for
structures and pipe. Payment will not be made for excavation or embankment beyond the
limits shown in the plans or authorized by the Engineer.
120-12.2 Embankment: Measurement will be made on a loose volume basis, as
measured in trucks or other hauling equipment at the point of dumping on the road.
Payment will not be made for embankment beyond the limits shown in the plans or
authorized by the Engineer.
120-13 Basis of Payment.
120-13.1 General: Prices and payments for the work items included in this
Section will be full compensation for all work described herein, including excavating,
dredging, hauling, placing, and compacting; dressing the surface of the earthwork; and
maintaining and protecting the complete earthwork.
120-13.2 Excavation: The total quantity of all excavation specified under this
Section will be paid for at the Contract unit price for Excavation. No payment will be
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made for the excavation of any materials which are used for purposes other than those
shown in the plans or designated by the Engineer. No payment will be made for materials
excavated outside the lines and grades given by the Engineer, unless specifically
authorized by the Engineer.
120-13.3 Embankment: The total quantity of embankment specified in this
Section will be paid for at the Contract unit price for embankment. No payment will be
made for materials which are used for purposes other than those shown in the plans or
designated by the Engineer. No payment will be made for materials placed outside the
lines and grades given by the Engineer.
SUPERPAVE ASPHALT FOR LAP (OFF-SYSTEM).
(REV 1-26-15) (FA 1-29-15)
SECTION 334
SUPERPAVE ASPHALT FOR LAP (OFF-SYSTEM)
334-1 Description.
334-1.1 General: Construct a Superpave asphalt pavement (consisting of either
Hot Mix Asphalt (HMA) or Warm Mix Asphalt (WMA)) based on the type of work
specified in the Contract and the Asphalt Work Categories as defined below. Meet the
applicable requirements for plants, equipment, and construction requirements as defined
below. Use an asphalt mix, either HMA or WMA, which meets the requirements of this
specification.
334-1.2 Asphalt Work Mix Categories: Construction of asphalt pavement will
fall into one of the following work categories:
334-1.2.1 Asphalt Work Category 1: Includes the construction of shared
use paths and miscellaneous asphalt.
334-1.2.2 Asphalt Work Category 2: Includes the construction of new
asphalt turn lanes, paved shoulders and other non-mainline pavement locations.
334-1.2.3 Asphalt Work Category 3: Includes the construction of new
mainline asphalt pavement lanes, milling and resurfacing.
334-1.3 Mix Types: Use the appropriate asphalt mix as shown in Table 334-1.
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Table 334-1
Asphalt Mix Types
Asphalt Work
Category
Mix Types
Traffic Level
ESALs (millions)
1 Type SP-9.5 A <0.3
2
Structural Mixes: Types SP-9.5 or
SP-12.5
Friction Mixes: Types FC-9.5 or
FC-12.5
B
0.3 to <3
3
Structural Mixes: Types SP-9.5 or
SP-12.5
Friction Mixes: Types FC-9.5 or
FC-12.5
C
≥3
A Type SP or FC mix one traffic level higher than the traffic level
specified in the Contract may be substituted, at no additional cost (i.e. Traffic Level B
may be substituted for Traffic Level A, etc.). Traffic levels are as defined in Section 334
of the Florida Department of Transportation’s (FDOT’s) Specifications.
334-1.4 Gradation Classification: The Superpave mixes are classified as fine
and are defined in 334-3.2.2. The equivalent AASHTO nominal maximum
aggregate size Superpave mixes are as follows:
Type SP-9.5, FC-9.5 ............................................................. 9.5 mm
Type SP-12.5, FC-12.5 ....................................................... 12.5 mm
334-1.5 Thickness: The total pavement thickness of the asphalt pavement will be
based on a specified spread rate or plan thickness as shown in the Contract Documents.
Before paving, propose a spread rate or thickness for each individual layer meeting the
requirements of this specification, which when combined with other layers (as applicable)
will equal the plan spread rate or thickness. When the total pavement thickness is
specified as plan thickness, the plan thickness and individual layer thickness will be
converted to spread rate using the following equation:
Spread rate (lbs/yd2) = t x Gmm x 43.3
where: t = Thickness (in.) (Plan thickness or individual layer
thickness)
Gmm = Maximum specific gravity from the mix design
For target purposes only, spread rate calculations shall be rounded to the
nearest whole number.
334-1.5.1 Layer Thicknesses: Unless otherwise called for in the Contract
Documents, the allowable layer thicknesses for asphalt mixtures are as follows:
Type SP-9.5, FC-9.5 ............................................3/4 to 1-1/2 inches
Type SP-12.5, FC-12.5 .................................... 1-1/2 to 2-1/2 inches
334-1.5.2 Additional Requirements: The following requirements also
apply to asphalt mixtures:
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1. When construction includes the paving of adjacent shoulders
(less than or equal to 5 feet wide), the layer thickness for the upper pavement layer and
shoulder shall be the same and paved in a single pass, unless otherwise called for in the
Contract Documents.
2. For overbuild layers, use the minimum and maximum layer
thicknesses as specified above unless called for differently in the Contract Documents.
On variable thickness overbuild layers, the minimum allowable thickness may be reduced
by 1/2 inch, and the maximum allowable thickness will be as specified below, unless
called for differently in the Contract Documents.
Type SP-9.5……………………………………3/8 to 2 inches
Type SP-12.5…………………………………..1/2 to 3 inches
3. Variable thickness overbuild layers may be tapered to zero
thickness provided the contract documents require a minimum of 1-1/2 inches of mix
placed over the variable thickness overbuild layer.
334-1.6 Weight of Mixture: The weight of the mixture shall be determined as
provided in 320-3.2 of the FDOT Specifications.
334-2 Materials.
334-2.1 Superpave Asphalt Binder: Unless specified elsewhere in the Contract
or in 334-2.3.3, use a PG 67-22 asphalt binder from the FDOT’s Approved Products List
(APL). If the Contract calls for an alternative asphalt binder, meet the requirements of
FDOT Specifications Section 336 or 916, as appropriate.
334-2.2 Aggregate: Use aggregate capable of producing a quality pavement.
For Type FC mixes, use an aggregate blend that consists of crushed
granite, crushed Oolitic limestone, other crushed materials (as approved by FDOT for
friction courses per Rule 14-103.005, Florida Administrative Code), or a combination of
the above. Crushed limestone from the Oolitic formation may be used if it contains a
minimum of 12% silica material as determined by FDOT Test Method FM 5-510 and
FDOT grants approval of the source prior to its use. As an exception, mixes that contain a
minimum of 60% crushed granite may either contain:
1. Up to 40% fine aggregate from other sources; or,
2. A combination of up to 20% RAP and the remaining fine
aggregate from other sources.
A list of aggregates approved for use in friction courses may be available
on the FDOT’s State Materials Office website. The URL for obtaining this information, if
available, is: ftp://ftp.dot.state.fl.us/fdot/smo/website/sources/frictioncourse.pdf.
334-2.3 Reclaimed Asphalt Pavement (RAP) Material:
334-2.3.1 General requirements: RAP may be used as a component of
the asphalt mixture, provided the RAP meets the following requirements:
1. When using a PG 76-22 (PMA), or PG 76-22 (ARB) asphalt
binder, limit the amount of RAP material used in the mix to a maximum of 20% by
weight of total aggregate. As an exception, amounts greater than 20% RAP by weight of
total aggregate can be used if no more than 20% by weight of total asphalt binder comes
from the RAP material.
2. Provide stockpiled RAP material that is reasonably consistent in
characteristics and contains no aggregate particles which are soft or conglomerates of
fines.
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3. Provide RAP material having a minimum average asphalt binder
content of 4.0% by weight of RAP. As an exception, when using fractionated RAP, the
minimum average asphalt binder content for the coarse portion of the RAP shall be 2.5%
by weight of the coarse portion of the RAP. The coarse portion of the RAP shall be the
portion of the RAP retained on the No. 4 sieve. The Engineer may sample the stockpile to
verify that this requirement is met.
4. 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 recycle mixture. If oversized RAP material appears in the completed
recycle mix, take the appropriate corrective action immediately. If the appropriate
corrective actions are not immediately taken, stop plant operations.
334-2.3.2 Material Characterization: Assume responsibility for
establishing the asphalt binder content, gradation, and bulk specific gravity (Gsb) of the
RAP material based on a representative sampling of the material.
334-2.3.3 Asphalt Binder for Mixes with RAP: Select the appropriate
asphalt binder grade based on Table 334-2. The Engineer reserves the right to change the
asphalt binder type and grade during production based on characteristics of the RAP
asphalt binder.
Table 334-2
Asphalt Binder Grade for Mixes Containing RAP
Percent RAP Asphalt Binder Grade
0 - 15 PG 67-22
16 – 30 PG 58-22
> 30 PG 52-28
334-3 Composition of Mixture.
334-3.1 General: Compose the asphalt mixture using a combination of
aggregates, mineral filler, if required, and asphalt binder material. Size, grade and
combine the aggregate fractions to meet the grading and physical properties of the mix
design. Aggregates from various sources may be combined.
334-3.2 Mix Design:
334-3.2.1 General: Design the asphalt mixture in accordance with
AASHTO R 35-12, except as noted herein. Submit the proposed mix design with
supporting test data indicating compliance with all mix design criteria to the Engineer.
Prior to the production of any asphalt mixture, obtain the Engineer’s conditional approval
of the mix design. If required by the Engineer, send representative samples of all
component materials, including asphalt binder to a laboratory designated by the Engineer
for verification. As an exception to these requirements, use a currently approved FDOT
Mix Design.
Warm mix technologies (additives, foaming techniques, etc.) listed
on the Department’s website may be used in the production of the mix. The URL for
obtaining this information, is:
http://www.dot.state.fl.us/statematerialsoffice/quality/programs/warmmixasphalt/index.sh
tm.
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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 at
his discretion, the Engineer may no longer allow the use of the mix design.
334-3.2.2 Mixture Gradation Requirements: Combine the aggregates in
proportions that will produce an asphalt mixture meeting all of the requirements defined
in this specification and conform to the gradation requirements at design as defined in
AASHTO M 323-12, Table 3. Aggregates from various sources may be combined.
334-3.2.2.1 Mixture Gradation Classification: Plot the combined
mixture gradation on an FHWA 0.45 Power Gradation Chart. Include the Control Points
from AASHTO M323-12, Table-3, as well as the Primary Control Sieve (PCS) Control
Point from AASHTO M323-12, Table 4. Fine mixes are defined as having a gradation
that passes above or through the primary control sieve control point.
334-3.2.3 Gyratory Compaction: Compact the design mixture in
accordance with AASHTO T312-12, with the following exceptions: use the number of
gyrations at Ndesign as designed in Table 334-3.
Table 334-3
Gyratory Compaction Requirements
Traffic Level Ndesign Number of Gyrations
A 50
B 65
C 75
334-3.2.4 Design Criteria: Meet the requirements for nominal maximum
aggregate size as defined in AASHTO M323-12, as well as for relative density, VMA,
VFA, and dust-to-binder ratio as specified in AASHTO M323-12, Table 6. Ninitial and
Nmaximum requirements are not applicable. 334-3.2.5 Moisture Susceptibility: Test 4 inch specimens in accordance
with FDOT Test Method FM 1-T 283. Provide a mixture having a retained tensile
strength ratio of at least 0.80 and a minimum tensile strength (unconditioned) of
100 pounds per square inch. If necessary, add a liquid anti-stripping agent from the
FDOT’s APL or hydrated lime in order to meet these criteria.
In lieu of moisture susceptibility testing, add a liquid anti-stripping
agent from the FDOT’s APL. Add 0.5% liquid anti-stripping agent by weight of asphalt
binder.
334-3.2.6 Additional Information: In addition to the requirements listed
above, provide the following information on each mix design:
1. The design traffic level and the design number of gyrations (Ndesign).
2. The source and description of the materials to be used.
3. The FDOT source number and the FDOT product code of the
aggregate components furnished from an FDOT approved source (if required).
4. The gradation and proportions of the raw materials as intended
to be combined in the paving mixture. The gradation of the component materials shall be
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representative of the material at the time of use. Compensate for any change in aggregate
gradation caused by handling and processing as necessary.
5. A single percentage of the combined mineral aggregate passing
each specified sieve. Degradation of the aggregate due to processing (particularly
material passing the No. 200 sieve) should be accounted for and identified.
6. The bulk specific gravity (Gsb) value for each individual aggregate and RAP component.
7. A single percentage of asphalt binder by weight of total mix
intended to be incorporated in the completed mixture, shown to the nearest 0.1%.
8. A target temperature for the mixture at the plant (mixing
temperature) and a target temperature for the mixture at the roadway (compaction
temperature). Do not exceed a target temperature of 330°F for PG 76-22 (PMA) and PG
76-22 (ARB) asphalt binders, and 315°F for unmodified asphalt binders.
9. Provide the physical properties achieved at four different asphalt
binder contents. One shall be at the optimum asphalt content, and must conform to all
specified physical requirements.
10. The name of the mix designer.
11. The ignition oven calibration factor.
12. The warm mix technology, if used.
334-4 Process Control.
Assume full responsibility for controlling all operations and processes such that
the requirements of these Specifications are met at all times. Perform any tests necessary
at the plant and roadway to control the process.
334-5 General Construction Requirements.
334-5.1 Weather Limitations: Do not transport asphalt mix from the plant to the
roadway unless all weather conditions are suitable for the paving operations.
334-5.2 Limitations of Paving Operations:
334-5.2.1 General: Spread the mixture only when the surface upon which
it is to be placed has been previously prepared, is intact, firm, dry, clean, and the tack,
with acceptable spread rate, is properly broken. Ensure all granular base materials are
properly primed and all asphalt base materials are properly tacked, prior to paving.
334-5.2.2 Air Temperature: Place the mixture only when the air
temperature in the shade and away from the artificial heat meets the requirements of
Table 334-4. The minimum ambient temperature requirement may be reduced by 5°F
when using a warm mix technology, if mutually agreed to by both the Engineer and the
Contractor. Table 334-4
Ambient Air Temperature Requirements for Paving
Layer Thickness or Asphalt Binder Type Minimum Temperature (°F)
≤1 inch 50
Any mixture > 1 inch containing a PG asphalt binder with a
high temperature designation ≥ 76°C 45
Any mixture > 1 inch containing a PG asphalt binder with a
high temperature designation < 76°C 40
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334-5.3 Mix Temperature: Heat and combine the ingredients of the mix in such
a manner as to produce a mixture with a temperature at the plant and at the roadway,
within a range of plus or minus 30ºF from the target temperature as shown on the mix
design. Reject all loads outside of this range. For warm mix asphalt, the Contractor may
produce the first five loads of the production day and at other times when approved by
the Engineer, at a hot mix asphalt temperature not to exceed 330°F for purposes of
heating the asphalt paver. For these situations, the upper tolerance of +30°F does not
apply.
334-5.4 Transportation of the Mixture: Transport the mix in trucks of tight
construction, which prevents the loss of material and the excessive loss of heat and
previously cleaned of all foreign material. After cleaning, thinly coat the inside surface of
the truck bodies with soapy water or an asphalt release agent as needed to prevent the
mixture from adhering to the beds. Do not allow excess liquid to pond in the truck body.
Do not use a release agent that will contaminate, degrade, or alter the characteristics of
the asphalt mix or is hazardous or detrimental to the environment. Petroleum derivatives
(such as diesel fuel), solvents, and any product that dissolves asphalt are prohibited.
Provide each truck with a tarpaulin or other waterproof cover mounted in such a manner
that it can cover the entire load when required. When in place, overlap the waterproof
cover on all sides so it can be tied down. Cover each load during cool and cloudy weather
and at any time it appears rain is likely during transit with a tarpaulin or waterproof
cover. Cover and tie down all loads of friction course mixtures.
334-5.5 Preparation of Surfaces Prior to Paving:
334-5.5.1 Cleaning: Clean the surface of all loose and deleterious material
by the use of power brooms or blowers, supplemented by hand brooming where
necessary.
334-5.5.2 Patching and Leveling Courses: As shown in the plans, bring
the existing surface to proper grade and cross-section by the application of patching or
leveling courses.
334-5.5.3 Application over Surface Treatment: Where an asphalt mix is
to be placed over a surface treatment, sweep and dispose of all loose material from the
paving area.
334-5.5.4 Tack Coat: Use a rate of application as defined in Table 334-5.
Control the rate of application to be within plus or minus 0.01 gallon per square yard of
the target application rate. The target application rate may be adjusted by the Engineer to
meet specific field conditions. Determine the rate of application as needed to control the
operation. When using PG 52-28, multiply the target rate of application by 0.6.
Table 334-5
Tack Coat Application Rates
Asphalt Mixture Type Underlying Pavement Surface Target Tack Rate
(gal/yd2)
Base Course, Structural Course,
Dense Graded Friction Course
Newly Constructed Asphalt Layers 0.03 minimum
Milled Surface or Oxidized and
Cracked Pavement 0.06
Concrete Pavement 0.08
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334-5.6 Placing Mixture:
334-5.6.1 Alignment of Edges: With the exception of pavements placed
adjacent to curb and gutter or other true edges, place all pavements by the stringline
method to obtain an accurate, uniform alignment of the pavement edge. Control the
unsupported pavement edge to ensure that it will not deviate more than plus or minus
1.5 inches from the stringline.
334-5.6.2 Rain and Surface Conditions: Immediately cease
transportation of asphalt mixtures from the plant when rain begins at the roadway. Do not
place asphalt mixtures while rain is falling, or when there is water on the surface to be
covered. Once the rain has stopped and water has been removed from the tacked surface
to the satisfaction of the Engineer and the temperature of the mixture caught in transit
still meets the requirements as specified in 334-5.3, the Contractor may then place the
mixture caught in transit.
334-5.6.3 Checking Depth of Layer: Check the depth of each layer at
frequent intervals to ensure a uniform spread rate that will meet the requirements of the
Contract.
334-5.6.4 Hand Work: In limited areas where the use of the spreader is
impossible or impracticable, spread and finish the mixture by hand.
334-5.6.5 Spreading and Finishing: Upon arrival, dump the mixture in
the approved paver, and immediately spread and strike-off the mixture to the full width
required, and to such loose depth for each course that, when the work is completed, the
required weight of mixture per square yard, or the specified thickness, is secured. Carry a
uniform amount of mixture ahead of the screed at all times.
334-5.6.6 Thickness Control: Ensure the spread rate is within 10% of the
target spread rate, as indicated in the Contract. When calculating the spread rate, use, at a
minimum, an average of five truckloads of mix. When the average spread rate is beyond
plus or minus 10% of the target spread rate, monitor the thickness of the pavement layer
closely and adjust the construction operations.
If the Contractor fails to maintain an average spread rate
within plus or minus 10% of the target spread rate for two consecutive days, the Engineer
may elect to stop the construction operation at any time until the issue is resolved.
When the average spread rate for the total structural or
friction course pavement thickness exceeds the target spread rate by plus or
minus50 pounds per square yard for layers greater than or equal to 2.5 inches or exceeds
the target spread rate by plus or minus 25 pounds per square yard for layers less than
2.5 inches, address the unacceptable pavement in accordance with 334-5.10.4, unless an
alternative approach is agreed upon by the Engineer.
334-5.7 Leveling Courses:
334-5.7.1 Patching Depressions: Before spreading any leveling course,
fill all depressions in the existing surface as shown in the plans.
334-5.7.2 Spreading Leveling Courses: Place all courses of leveling with
an asphalt paver or by the use of two motor graders, one being equipped with a spreader
box. Other types of leveling devices may be used upon approval by the Engineer.
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334-5.7.3 Rate of Application: When using Type SP-9.5for leveling, do
not allow the average spread of a layer to be less than 50 pounds per square yard or more
than 75 pounds per square yard. The quantity of mix for leveling shown in the plans
represents the average for the entire project; however, the Contractor may vary the rate of
application throughout the project as directed by the Engineer. When leveling in
connection with base widening, the Engineer may require placing all the leveling mix
prior to the widening operation.
334-5.8 Compaction: For each paving or leveling train in operation, furnish a
separate set of rollers, with their operators.
When density testing for acceptance is required, select equipment,
sequence, and coverage of rolling to meet the specified density requirement. Regardless
of the rolling procedure used, complete the final rolling before the surface temperature of
the pavement drops to the extent that effective compaction may not be achieved or the
rollers begin to damage the pavement.
When density testing for acceptance is not required, use a rolling pattern
approved by the Engineer.
Use hand tamps or other satisfactory means to compact areas which are
inaccessible to a roller, such as areas adjacent to curbs, headers, gutters, bridges,
manholes, etc.
334-5.9 Joints.
334-5.9.1 Transverse Joints: Construct smooth transverse joints, which
are within 3/16 inch of a true longitudinal profile when measured with a 15 foot manual
straightedge meeting the requirements of FDOT Test Method FM 5-509. These
requirements are waived for transverse joints at the beginning and end of the project and
at the beginning and end of bridge structures, if the deficiencies are caused by factors
beyond the control of the Contractor such as no milling requirement, as determined by
the Engineer. When smoothness requirements are waived, construct a reasonably smooth
transitional joint.
334-5.9.2 Longitudinal Joints: For all layers of pavement except the
leveling course, place each layer so that longitudinal construction joints are offset 6 to
12 inches laterally between successive layers. Do not construct longitudinal joints in the
wheel paths. The Engineer may waive these requirements where offsetting is not feasible
due to the sequence of construction.
334-5.10 Surface Requirements: Construct a smooth pavement with good
surface texture and the proper cross slope.
334-5.10.1 Texture of the Finished Surface of Paving Layers: Produce
a finished surface of uniform texture and compaction with no pulled, torn, raveled,
crushed or loosened portions and free of segregation, bleeding, flushing, sand streaks,
sand spots, or ripples. Correct any area of the surface that does not meet the foregoing
requirements in accordance with 334-5.10.4.
In areas not defined to be a density testing exception per 334-6.4.1, obtain
for the Engineer, three 6 inch diameter roadway cores at locations visually identified by
the Engineer to be segregated. The Engineer will determine the density of each core in
accordance with FDOT Test Method FM 1-T 166 and calculate the percent Gmm of the
segregated area using the average Gmb of the roadway cores and the representative
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PC Gmm for the questionable material. If the average percent Gmm is less than 90.0, address the segregated area in accordance with 334-5.10.4.
334-5.10.2 Cross Slope: Construct a pavement surface with cross slopes in
compliance with the requirements of the Contract Documents.
334-5.10.3 Pavement Smoothness: Construct a smooth pavement
meeting the requirements of this Specification. Furnish a 15 foot manual and a 15 foot
rolling straightedge meeting the requirements of FDOT Test Method FM 5-509.
334-5.10.3.1 Straightedge Testing:
334-5.10.3.1.1 Acceptance Testing: Perform straightedge
testing in the outside wheel path of each lane for the final (top) layer of the pavement.
Test all pavement lanes where the width is constant using a rolling straightedge and
document all deficiencies on a form approved by the Engineer. Notify the Engineer of the
location and time of all straightedge testing a minimum of 48 hours before beginning
testing.
334-5.10.3.1.2 Final (Top) Pavement Layer: At the
completion of all paving operations, straightedge the final (top) layer either behind the
final roller of the paving train or as a separate operation. Address all deficiencies in
excess of 3/16 inch in accordance with 334-5.10.4, unless waived by the Engineer. Retest
all corrected areas.
334-5.10.3.1.3 Straightedge Exceptions: Straightedge
testing will not be required in the following areas: shoulders, intersections, tapers,
crossovers, sidewalks, shared use paths, parking lots and similar areas, or in the following
areas when they are less than 250 feet in length: turn lanes, acceleration/deceleration
lanes and side streets. The limits of the intersection will be from stop bar to stop bar for
both the mainline and side streets. In the event the Engineer identifies a surface
irregularity in the above areas that is determined to be objectionable, straightedge and
address all deficiencies in excess of 3/8 inch in accordance with 334-5.10.4.
334-5.10.4 Correcting Unacceptable Pavement: Correct deficiencies in
the pavement layer by removing and replacing the full depth of the layer, extending a
minimum of 50 feet on both sides (where possible) of the defective area for the full width
of the paving lane, at no additional cost.
334-6 Acceptance of the Mixture.
334-6.1 General: The asphalt mixture will be accepted based on the Asphalt
Work Category as defined below:
1. Asphalt Work Category 1 – Certification by the Contractor as defined in
334-6.2.
2. Asphalt Work Category 2 – Certification and process control testing by
the Contractor as defined in 334-6.3.
3. Asphalt Work Category 3 – Process control testing by the Contractor
and acceptance testing by the Engineer as defined in 334-6.4.
334-6.2 Certification by the Contractor: On Asphalt Work Category 1
construction, the Engineer will accept the mix on the basis of visual inspection. Submit a
Notarized Certification of Specification Compliance letter on company letterhead to the
Engineer stating that all material produced and placed on the project meets the
requirements of the Specifications. The Engineer may run independent tests to determine
the acceptability of the material.
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334-6.3 Certification and Process Control Testing by the Contractor: On
Asphalt Work Category 2 construction, submit a Notarized Certification of Specification
Compliance letter on company letterhead to the Engineer stating that all material
produced and placed on the project meets the requirements of the Specifications, along
with supporting test data documenting all process control testing as described in 334-
6.3.1. If required by the Contract, utilize an Independent Laboratory as approved by the
Engineer for the process control testing. The mix will also require visual acceptance by
the Engineer. In addition, the Engineer may run independent tests to determine the
acceptability of the material. Material failing to meet these acceptance criteria will be
addressed as directed by the Engineer such as but not limited to acceptance at reduced
pay, delineation testing to determine the limits of the questionable material, removal and
replacement at no cost to the agency, or performing an Engineering analysis to determine
the final disposition of the material.
334-6.3.1 Process Control Sampling and Testing Requirements:
Perform process control testing at a frequency of once per day. Obtain the samples in
accordance with FDOT Method FM 1-T 168. Test the mixture at the plant for gradation
(P-8 and P-200) and asphalt binder content (Pb). Measure the roadway density with 6 inch
diameter roadway cores at a minimum frequency of once per 1,500 feet of pavement with
a minimum of three cores per day.
Determine the asphalt binder content of the mixture in accordance
with FDOT Method FM 5-563. Determine the gradation of the recovered aggregate in
accordance with FDOT Method FM 1-T 030. Determine the roadway density in
accordance with FDOT Method FM 1-T 166. The minimum roadway density will be
based on the percent of the maximum specific gravity (Gmm) from the approved mix
design. If the Contractor or Engineer suspects that the mix design Gmm is no longer
representative of the asphalt mixture being produced, then a new Gmm value will be
determined from plant-produced mix, in accordance with FDOT Method FM 1-T 209,
with the approval of the Engineer. Roadway density testing will not be required in certain
situations as described in 334-6.4.1. Assure that the asphalt binder content, gradation and
density test results meet the criteria in Table 334-4.
Table 334-4
Process Control and Acceptance Values
Characteristic Tolerance
Asphalt Binder Content (percent) Target ± 0.55
Passing No. 8 Sieve (percent) Target ± 6.00
Passing No. 200 Sieve (percent) Target ± 2.00
Roadway Density (daily average) Minimum 90.0% of Gmm
334-6.4 Process Control Testing by the Contractor and Acceptance Testing
by the Engineer: On Asphalt Work Category 3, perform process control testing as
described in 334-6.3.1. In addition, the Engineer will accept the mixture at the plant with
respect to gradation (P-8 and P-200) and asphalt binder content (Pb). The mixture will be
accepted on the roadway with respect to density. The Engineer will sample and test the
material as described in 334-6.3.1. The Engineer will randomly obtain at least one set of
samples per day. Assure that the asphalt content, gradation and density test results meet
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the criteria in Table 334-4. Material failing to meet these acceptance criteria will be
addressed as directed by the Engineer such as but not limited to acceptance at reduced
pay, delineation testing to determine the limits of the questionable material, removal and
replacement at no cost to the agency, or performing an Engineering analysis to determine
the final disposition of the material.
334-6.4.1 Acceptance Testing Exceptions: When the total quantity of
any mix type in the project is less than 500 tons, the Engineer will accept the mix on the
basis of visual inspection. The Engineer may run independent tests to determine the
acceptability of the material.
Density testing for acceptance will not be performed on widening
strips or shoulders with a width of 5 feet or less, variable thickness overbuild courses,
leveling courses, any asphalt layer placed on subgrade (regardless of type), miscellaneous
asphalt pavement, shared use paths, crossovers, or any course with a specified thickness
less than 1 inch or a specified spread rate less than 100 pounds per square yard. Density
testing for acceptance will not be performed on asphalt courses placed on bridge decks or
approach slabs; compact these courses in static mode only. In addition, density testing for
acceptance will not be performed on the following areas when they are less than
1,000 feet continuous in length: turning lanes, acceleration lanes, deceleration lanes,
shoulders, parallel parking lanes, or ramps. Density testing for acceptance will not be
performed in intersections. The limits of the intersection will be from stop bar to stop bar
for both the mainline and side streets. Compact these courses in accordance with a
standard rolling procedure approved by the Engineer. In the event that the rolling
procedure deviates from the approved procedure, placement of the mix will be stopped.
334-7 Method of Measurement.
For the work specified under this Section, the quantity to be paid for will be the
weight of the mixture, in tons.
The bid price for the asphalt mix will include the cost of the liquid asphalt and the
tack coat application as specified in 334-5.5.4. There will be no separate payment or unit
price adjustment for the asphalt binder material in the asphalt mix.
334-8 Basis of Payment.
334-8.1 General: Price and payment will be full compensation for all the work
specified under this Section.
CONCRETE FOR LAP (OFF-SYSTEM).
(REV 12-20-11) (FA 2-27-12)
344-1 Description.
SECTION 344
CONCRETE FOR LAP (OFF-SYSTEM)
344-1 General: Construct concrete based on the type of work as described in the
Contract and the concrete work categories as defined below.
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344-1.2 Work Categories: Construction will fall into one of the following
concrete work categories:
344-1.2.1 Concrete Work Category 1: Includes the construction of
sidewalks, curb and gutter, ditch and slope pavement, or other non-reinforced cast-in-
place elements.
344-1.2.2 Concrete Work Category 2: Includes the construction of
precast concrete including concrete barriers, traffic railing barriers, parapets, sound
barriers, inlets, manholes, junction boxes, pipe culverts, storm sewers, box culverts,
prestressed concrete poles, concrete bases for light poles, highway sign foundations,
retaining wall systems, traffic separators or other structural precast elements.
344-1.2.3 Concrete Work Category 3: Includes the work associated with
the placement and/or construction of structural cast-in-place concrete meeting the
requirements of this section.
344-2 Materials.
344-2.1 General: Use concrete composed of a mixture of Portland cement,
aggregates, and water, with or without chemical or mineral admixtures that meet the
following requirements:
344-2.1.1 Portland Cement: Portland cements meeting the requirements
of AASHTO M-85 or ASTM C-150 is required. Different brands of cement, cement of
the same brand from different facilities or different types of cement shall be stored
separately and shall not be mixed.
344-2.1.2 Coarse and Fine Aggregates: Aggregates shall meet ASTM C
33. Source approval by the FDOT is not required.
344-2.1.3 Water: Water shall meet the requirements of ASTM C 1602.
344-2.1.4 Chemical Admixtures: Chemical admixtures shall be listed on
the FDOT Qualified Products List. Admixtures may be added at the dosage rates
recommended by the manufacturer.
344-2.1.5 Pozzolans and Slag: Pozzolans and Slag shall meet the
requirements of Table 344-1. Fly ash shall not include the residue resulting from the
burning of municipal garbage or any other refuse with coal, or the burning of industrial or
municipal garbage in incinerators.
Table 344-1
Type or Class Test Method Exceptions
Class C Fly Ash ASTM C 618 Not to be used with Types IP or IS cements.
Class F Fly Ash ASTM C 618 Not to be used with Types IP or IS cements.
Petroleum Coke
Class F ASTM C 618 Not to be used with Types IP or IS cements.
Bark Ash Class F ASTM C 618 Not to be used with Types IP or IS cements.
Silica Fume ASTM C
1240
Metakaolin ASTM C 618
Slag ASTM C 989 Use only ground granulated blast-furnace slag grade 100
or 120.
Ultra Fine Fly Ash ASTM C 618 Not to be used with Types IP or IS cements.
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344-3 Production, Mixing and Delivery of Concrete.
344-3.1 Concrete Production Requirements:
344-3.1.1 Category 1: Use a concrete production facility that is certified
by the National Ready Mixed Concrete Association (NRMCA) or listed on the FDOT list
of non-structural concrete producers. Concrete production facilities listed on the FDOT
Producers with Accepted QC Programs list for structural concrete may also be used for
Category 1.
344-3.1.2 Category 2: Use a prestressed and or precast facility listed on
the FDOT Producers with Accepted QC Programs for precast or prestressed concrete.
344-3.1.3 Category 3: Use a structural concrete facility listed on the
FDOT Producers with Accepted QC Programs for structural concrete.
344-3.2 Classes of Concrete: Meet the requirements of Table 344-2.
Table 344-2
Class
Minimum
Strength (28
day) (psi)
Target
Slump
(inches)
Target
Range
(inches)
Air Content
Range (%)
Minimum Total
Cementitious
Materials
Content (lb/yd3)
Maximum Water
to Cementitious
Material Ratio
(lb/lb)
Category 1
Class NS 2,500 N/A N/A N/A N/A N/A
Category 3
I 3,000 3 ± 1.5 1.0 to 6.0 470 0.53
I (Pavement) 3,000 2 ± 1.5 1.0 to 6.0 470 0.50
II 3,400 3 ± 1.5 1.0 to 6.0 470 0.53
II (Bridge
Deck) 4,500 3 ± 1.5 1.0 to 6.0 611 0.44
III 5,000 3 ± 1.5 1.0 to 6.0 611 0.44
III (Seal) 3,000 8 ± 1.5 1.0 to 6.0 611 0.53
IV 5,500 3 ± 1.5 1.0 to 6.0 658 0.41
IV (Drilled
Shaft) 4,000 8.5 ± 1.5 0.0 to 6.0 658 0.41
V (Special) 6,000 3 ± 1.5 1.0 to 6.0 752 0.37
V 6,500 3 ± 1.5 1.0 to 6.0 752 0.37
VI 8,500 3 ± 1.5 1.0 to 6.0 752 0.37
344-3.3 Contractors Quality Control: For Categories 1 and 2, assume full
responsibility for controlling all operations and processes such that the requirements of
these Specifications are met at all times.
For Category 3, furnish a Quality Control (QC) plan to identify to the
Engineer how quality will be ensured at the project site. During random inspections, the
Engineer will use this document to verify that the construction of the project is in
agreement with the QC plan.
344-3.4 Concrete Mix Design: Before producing any Category 1 or Category 2,
submit the proposed mix designs to the Engineer on a form provided by the Engineer. For
Category 3, submit to the Engineer for approval, FDOT approved mix designs. Do not
use concrete mix designs without prior approval of the Engineer.
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Materials may be adjusted provided that the theoretical yield requirement
of the approved mix design is met. Show all required original approved design mix data
and batch adjustments on an Engineer approved concrete delivery ticket.
344-3.5 Delivery: For Category 3, the maximum allowable transit time of
concrete is 90 minutes.
Furnish a delivery ticket on a form approved by the Engineer with each
batch of concrete before unloading at the placement site. Record material quantities
incorporated into the mix on the delivery ticket. Ensure that the Batcher responsible for
producing the concrete signs the delivery ticket certifying that the batch was produced
and delivered in accordance with these requirements. Sign the delivery ticket certifying
that the concrete was placed in accordance with these requirements.
344-3.6 Placing Concrete:
344-3.6.1 Concreting in Cold Weather: Do not mix or place concrete
when the air temperature at placement is below 45°F.
During the curing period, if NOAA predicts the ambient
temperature to fall below 35°F for 12 hours or more or to fall below 30°F for more than
4 hours, enclose the structure in such a way that the air temperature within the enclosure
can be kept above 50°F for a period of 3 days after placing the concrete or until the
concrete reaches a minimum compressive strength of 1,500 psi.
Assume all risks connected with the placing and curing of
concrete. Although the Engineer may give permission to place concrete, the Contractor is
responsible for satisfactory results. If the placed concrete is determined to be
unsatisfactory, remove, dispose of, and replace the concrete at no expense to the Agency.
344-3.6.2 Concreting in Hot Weather: For Category 3, hot weather
concreting is defined as the production, placing and curing of concrete when the concrete
temperature at placing exceeds 86ºF but is less than 100ºF.
Unless the specified hot weather concreting measures are in effect, reject
concrete exceeding 86ºF at the time of placement. Regardless of special measures taken,
reject concrete exceeding 100ºF. Predict the concrete temperatures at placement time and
implement hot weather measures to avoid production shutdown.
344-3.7 Mixers: For Category 3 concrete, do not place concrete from a truck
mixer that does not have a current FDOT mixer identification card.
344-3.8 Small Quantities of Concrete: With approval of the Engineer, small
quantities of concrete, less than 3 cubic yards placed in one day and less than 0.5 cubic
yards placed in a single placement may be accepted using a pre-bagged mixture. The
Engineer may verify that the pre-bagged mixture is prepared in accordance with the
manufacturer’s recommendations and will meet the requirements of this Specification.
344-3.9 Sampling and Testing:
344-3.9.1 Category 1: The Engineer may sample and test the concrete to
verify its quality. The minimum 28 day compressive strength requirement for this
concrete is 2,500 psi.
344-3.9.2: Category 2: No sampling and testing is required for category 2.
344-3.9.3 Category 3: The Engineer will randomly select a sample from each
200 cubic yards or one day’s production to determine plastic properties and to make three
4 x 8 inch cylinders for testing by the Engineer at 28 days to ensure that the design
compressive strength has been met for the class of concrete as specified in Table 344-2.
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344-3.10 Records: Ensure the following records are available for review for at
least 3 years after final acceptance of the project:
1. Approved concrete mix designs.
2. Materials source (delivery tickets, certifications, certified mill test
reports).
3. A copy of the scale company or testing agency report showing the
observed deviations from quantities checked during calibration of the scales and meters.
4. A copy of the documentation certifying the admixture
weighing/measuring devices.
344-4 Acceptance of the Work.
344-4.1 Category 1 Work: Category 1 work will be accepted based on
certification by the batcher and contractor on the delivery ticket.
344-4.2 Category 2 Work: Certify that the precast elements were produced by a
production facility on the FDOT’s list of Producers with Accepted QC Programs for
precast or prestressed concrete. In addition, the producer’s logo shall be stamped on the
element. The producer shall not use the Florida Department of Transportation QC stamp
on elements used on this project. Provide a statement of certification from the
manufacturer of the precast element that the element meets the requirements of this
Specification.
344-4.3 Category 3 Work: Category 3 concrete will be accepted based on the
Engineer’s test results for plastic properties and compressive strength requirements for
the class of concrete as defined in Table 344-2. In addition, a Delivery Ticket as
described in 344-3.5 will be required for acceptance of the material at the project site.
344-4.4 Small Quantities of Concrete: Category 3 concrete meeting the
definition of 344-3.8 will be accepted in accordance with 344-4.3 based on test results for
plastic properties and compressive strength.
344-5 Method of Measurement.
The quantities to be paid for will be the items shown in the plans, completed and
accepted.
344-6 Basis of Payment.
Prices and payments will be full compensation for all work and materials
specified in this Section.
LANDSCAPE INSTALLATION FOR LAP (OFF-SYSTEM).
(REV 4-5-11) (FA 4-15-11)
SECTION 580
LANDSCAPE INSTALLATION FOR LAP (OFF-SYSTEM)
580-1 Description.
Plant trees and shrubs of the species, size, and quality indicated in the plans.
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The Engineer reserves the right to adjust the number and location of any of the
designated types and species to be used at any of the locations shown, in order to provide
for any unanticipated effects which might become apparent after the substantial
completion of other phases of the project, or for other causes.
580-2 Materials.
580-2.1 Plants:
580-2.1.1 Authority for Nomenclature; Species, etc.: For the designated
authority in the identification of all plant material, refer to two publications of L.H.
Bailey: “Hortus III” and “Manual of Cultivated Plants,” and ensure that all specimens are
true to type, name, etc., as described therein. For the standard nomenclature, refer to the
publication of the American Joint Committee on Horticultural Nomenclature,
“Standardized Plant Names.”
580-2.1.2 Grade Standards and Conformity with Type and Species:
Only use nursery grown plant material except where specified as Collected Material. Use
nursery grown plant material that complies with all required inspection, grading
standards, and plant regulations in accordance with the latest edition of the Florida
Department of Agriculture’s “Grades and Standards for Nursery Plants”.
Except where a lesser grade might be specifically specified in the
plans, ensure that the minimum grade for all trees and shrubs is Florida No. 1. Ensure that
all plants are the proper size and grade at the time of delivery to the site, throughout the
project construction period and during any designated plant establishment period.
Ensure that plant materials are true to type and species and that any
plant materials not specifically covered in Florida Department of Agriculture’s “Grades
and Standards for Nursery Plants” conform in type and species with the standards and
designations in general acceptance by Florida nurseries.
Ensure that plant materials are shipped with tags stating the
botanical and common name of the plant.
580-2.1.3 Inspection and Transporting: Move nursery stock in
accordance with all Federal and State regulations therefor, and accompany each shipment
with the required inspection certificates for filing with the Engineer.
580-2.2 Water: Water used in landscaping operations may be obtained from any
approved source. Ensure that water is free of any substance which might be detrimental
to plant growth. The use of effluent water is subject to approval and must meet all
Federal, State and Local requirements.
580-3 Specific Requirements for the Various Plant Designations.
580-3.1 Balled-and-Burlapped Plants (B&B), and Wired Balled-and-
Burlapped (WB & B):
580-3.1.1 General: Properly protect the root ball of these plants until
planting them. The Engineer may reject any plant which shows evidence of having been
mishandled.
Set the B&B and WB&B plants then remove the top 2/3 of all
wire, rope, and binding surrounding the plant. Remove the burlap from the top 4 inches
of the root ball. Do not disturb the root ball in any way. Bare root material is not allowed
for substitution.
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At least 90 days before digging out B & B and WB & B plants,
root-prune those 1 1/2 inches or greater in diameter and certify such fact on
accompanying invoices.
580-3.1.2 Provisions for Wiring: For plants grown in soil of a loose
texture, which does not readily adhere to the root system (and especially in the case of
large plants or trees), the Engineer may require WB & B plants. For WB & B plants,
before removing the plant from the excavated hole, place sound hog wire around the
burlapped ball, and loop and tension it until the tightened wire netting substantially
packages the burlapped ball such as to prevent disturbing of the loose soil around the
roots during handling.
580-3.2 Container-Grown Plants (CG): The Engineer will not accept any CG
plants with roots which have become pot-bound or for which the top system is too large
for the size of the container. Fully cut and open all containers in a manner that will not
damage the root system. Do not remove CG plants from the container until immediately
before planting to prevent damage to the root system.
580-3.3 Collected Plants (Trees and Shrubs) (C): Use C plants which have a
root ball according to “Florida Grades and Standards for Nursery Plants”. Do not plant
any C plant before the Engineer’s inspection and acceptance at the planting site.
580-3.4 Collected Plants (Herbaceous) (HC): The root mass and vegetative
portions of collected herbaceous plants shall be as large as the specified container-grown
equivalent. Do not plant any collected plant before inspection and acceptance by the
Engineer.
580-3.5 Specimen Plants (Special Grade): When Specimen (or Special Grade)
plants are required, label them as such on the plant list, and tag the plant to be furnished.
580-3.6 Palms: Wrap the roots of all plants of the palm species before
transporting, except if they are CG plants and ensure that they have an adequate root ball
structure and mass for healthy transplantation as defined in “Florida Grades and
Standards for Nursery Plants”.
The Engineer will not require burlapping if the palm is carefully dug from
marl or heavy soil that adheres to the roots and retains its shape without crumbling.
During transporting and after arrival, carefully protect root balls of palms from wind and
exposure to the sun. Muck grown palms are not allowed. After delivery to the job site, if
not planting the palm within 24 hours, cover the root ball with a moist material. Plant all
palms within 48 hours of delivery to the site.
Move sabal and coconut palms in accordance with the “Florida Grades
and Standards for Nursery Plants.”
580-3.7 Substitution of Container-Grown (CG) Plants: With the Engineer’s
approval, the Contractor may substitute CG plants for any other root classification types,
if he has met all other requirements of the Contract Documents.
580-4 Planting Requirements.
580-4.1 Layout: Prior to any excavation or planting, mark all planting beds and
individual locations of palms, trees, large shrubs and proposed art and architectural
structures, as shown in the plans, on the ground with a common bright orange colored
spray paint, or with other approved methods, within the project limits. Obtain the
Engineer’s approval and make necessary utility clearance requests.
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580-4.2 Excavation of Plant Holes: Excavate plant holes after an area around the
plant three times the size of the root ball has been tilled to a depth of the root ball. Ensure
that the plant hole is made in the center of the tilled area only to the depth of the plant
root ball.
Where excess material has been excavated from the plant hole, use the
excavated material to backfill to proper level.
580-4.3 Setting of Plants: Center plants in the hole. Lower the plant into the hole
so that it rests on a prepared hole bottom such that the roots are level with, or slightly
above, the level of their previous growth and so oriented such as to present the best
appearance.
Backfill with native soil, unless otherwise specified on the plans. Firmly
rod and water-in the backfill so that no air pockets remain. Apply a sufficient quantity of
water immediately upon planting to thoroughly moisten all of the backfilled earth. Keep
plants in a moistened condition for the duration of the planting period.
When so directed, form a water ring 6 inches in width to make a water
collecting basin with an inside diameter equal to the diameter of the excavated hole.
Maintain the water ring in an acceptable condition.
580-4.4 Special Bed Preparation: Where multiple or mass plantings are to be
made in extended bedding areas, and the plans specify Special Bed Preparation, prepare
the planting beds as follows:
Remove all vegetation from within the area of the planting bed and
excavate the surface soil to a depth of 6 inches. Backfill the excavated area with peat,
sand, finish soil layer material or other material to the elevation of the original surface.
Till the entire area to provide a loose, friable mixture to a depth of at least 8 inches. Level
the bed only slightly above the adjacent ground level. Then mulch the entire bedding
area, in accordance with 580-8.
580-5 Staking and Guying.
580-5.1 General: When specified in the plans, or as directed by the Engineer,
stake plants in accordance with the following.
Use wide plastic, rubber or other flexible strapping materials to support
the tree to stakes or ground anchors that will give as the tree moves in any direction up to
30 degrees. Do not use rope or wire through a hose. Use guy chords, hose or any other
thin bracing or anchorage material which has a minimum 12 inches length of high
visibility flagging tape secured to guys, midway between the tree and stakes for safety.
Stake trees larger than 1 inch diameter and smaller than 2 inches diameter
with a 2 by 2 inch stake, set at least 2 feet in the ground and extending to the crown of the
plant. Firmly fasten the plant to the stake with flexible strapping materials as noted
above.
580-5.2 Trees of 2 to 3 1/2 inches [50 to 90 mm] Caliper: Stake all trees, other
than palm trees, larger than 2 inches caliper and smaller than 3 1/2 inches caliper with
two 2 by 4 inch stakes, 8 feet long, set 2 feet in the ground. Place the tree midway
between the stakes and hold it firmly in place by flexible strapping materials as noted
above.
580-5.3 Large Trees: Guy all trees, other than palm trees, larger than
3 1/2 inches caliper, from at least three points, with flexible strapping materials as noted
above.
- 72 - FPID(S): 435030-1-58-01
Anchor flexible strapping to 2 by 4 by 24 inch stakes, driven into the
ground such that the top of the stake is at least 3 inches below the finished ground.
580-5.4 Special Requirements for Palm Trees: Brace palms which are to be
staked with three 2 by 4 inch wood braces, toe-nailed to cleats which are securely banded
at two points to the palm, at a point one third the height of the trunk. Pad the trunk with
five layers of burlap under the cleats. Place braces approximately 120 degrees apart and
secure them underground by 2 by 4 by 12 inch stake pads.
580-6 Tree Protection and Root Barriers.
Install tree barricades when called for in the Contract Documents or by the
Engineer to protect existing trees from damage during project construction. Place
barricades at the drip line of the tree foliage or as far from the base of the tree trunk as
possible. Barricades shall be able to withstand bumps by heavy equipment and trucks.
Maintain barricades in good condition.
When called for in the Contract Documents, install root barriers or fabrics in
accordance with the details shown.
580-7 Pruning.
Prune all broken or damaged roots and limbs in accordance with established
arboriculture practices. When pruning is completed ensure that all remaining wood is
alive. Do not reduce the size or quality of the plant below the minimum specified.
580-8 Mulching.
Uniformly apply mulch material, consisting of wood chips (no Cypress Mulch is
allowed), pine straw, compost, or other suitable material approved by the Engineer, to a
minimum loose thickness of 3 inches over the entire area of the backfilled hole or bed
within two days after the planting. Maintain the mulch continuously in place until the
time of final inspection.
580-9 Disposal of Surplus Materials and Debris.
Dispose of surplus excavated material from plant holes by scattering or otherwise
as might be directed so that it is not readily visible or conspicuous to the passing motorist
or pedestrian. Remove all debris and other objectionable material from the site and clean
up the entire area and leave it in neat condition.
580-10 Contractor’s Responsibility for Condition of the Plantings.
Ensure that the plants are kept watered, that the staking and guying is kept
adjusted as necessary, that all planting areas and beds are kept free of weeds and
undesirable plant growth and that the plants are maintained so that they are healthy,
vigorous, and undamaged at the time of acceptance.
580-11 Plant Establishment Period.
If the Contract Documents designate a Plant Establishment Period, assume
responsibility for the proper maintenance, survival and condition of all landscape items
during such period at no additional cost.
-73 -FPID(S): 435030-1-58-01
580-12 Method of Measurement.
The quantities to be paid for will be the items shown in the plans, completed and
accepted.
580-13 Basis of Payment.
Prices and payments will be full compensation for all work specified in this
Section.
-74 -FPID(S): 435030-1-58-01
THIS COMPLETES
THIS
SPECIFICATIONS
PACKAGE
CONSTRUCTION AGREEMENT
THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, ("Owner")
hereby contracts with ZEP Construction, Inc. ("Contractor") of 7802 Jean Blvd, Fort Myers, FI
33967, a Corporation, authorized to do business in the State of Florida, to perform all work
("Work") in connection with Sunshine Blvd Sidewalk and Pedestrian Bridge, Invitation to Bid
No. 19-7609 ("Project"), as said Work is set forth in the Plans and Specifications prepared by
Jacobs Engineering Group, Inc., the Engineer and/or Architect of Record ("Design
Professional") and other Contract Documents hereafter specified.
Owner and Contractor, for the consideration herein set forth, agree as follows:
Section 1. Contract Documents.
A. The Contract Documents consist of this Agreement, the Exhibits described in Section 6
hereof, the Legal Advertisement, the Bidding Documents and any duly executed and issued
addenda, Change Orders, Work Directive Changes, Field Orders and amendments relating
thereto. All of the foregoing Contract Documents are incorporated by reference and made a part
of this Agreement (all of said documents including the Agreement sometimes being referred to
herein as the "Contract Documents" and sometimes as the "Agreement" and sometimes as the
"Contract"). A copy of the Contract Documents shall be maintained by Contractor at the Project
site at all times during the performance of the Work.
B. Owner shall furnish to the Contractor one reproducible set of the Contract Documents and
the appropriate number of sets of the Construction Documents, signed and sealed by the Design
Professional, as are reasonably necessary for permitting.
Section 2. Scope of Work.
Contractor agrees to furnish and pay for all management, supervision, financing, labor, materials,
tools, fuel, supplies, utilities, equipment and services of every kind and type necessary to
diligently, timely, and fully perform and complete in a good and workmanlike manner the Work
required by the Contract Documents.
Section 3. Contract Amount.
In consideration of the faithful performance by Contractor of the covenants in this Agreement to
the full satisfaction and acceptance of Owner, Owner agrees to pay, or cause to be paid, to
Contractor the following amount (herein "Contract Amount"), in accordance with the terms of this
Agreement: Four Hundred Ninety -Nine Thousand Nine Hundred Eighty -Seven Dollars and
Fifty Cents ($499,987.50).
Section 4. Bonds.
A. If applicable, the Contractor shall provide Performance and Payment Bonds, in the form
prescribed in Exhibit B-1 and B-2, in the amount of 100% of the Contract Amount, the costs of
which are to be paid by Contractor. The Performance and Payment Bonds shall be underwritten
by a surety authorized to do business in the State of Florida and otherwise acceptable to Owner;
provided, however, the surety shall meet the requirements of the Department of the Treasury
Fiscal Service, "Companies Holding Certificates of Authority as Acceptable Sureties on Federal
Bonds and as Acceptable Reinsurance Companies" circular. This circular may be accessed via
the web at www.fms.treas..qov/c570/c570.htmi#certified, Should the Contract Amount be less
1
Construction Services Agreement: Revised 072118 00
than $500,000, the requirements of Section 287.0935, F.S. shall govern the rating and
classification of the surety.
B. If the surety for any bond furnished by Contractor is declared bankrupt, becomes insolvent,
its right to do business is terminated in the State of Florida, or it ceases to meet the requirements
imposed by the Contract Documents, the Contractor shall, within five (5) calendar days thereafter,
substitute at its cost and expense another bond and surety, both of which shall be subject to the
Owner's approval.
Section 5. Contract Time and Liquidated Damages.
A. Time of Performance.
Time is of the essence in the performance of the Work under this Agreement. The
"Commencement Date" shall be established in the written Notice to Proceed to be issued by the
Project Manager, as hereinafter defined. Contractor shall commence the Work within five (5)
calendar days from the Commencement Date. No Work shall be performed at the Project site
prior to the Commencement Date. Any Work performed by Contractor prior to the
Commencement Date shall be at the sole risk of Contractor. Contractor shall achieve Substantial
Completion within Two Hundred Ten (210) calendar days from the Commencement Date (herein
"Contract Time"). The date of Substantial Completion of the Work (or designated portions thereof)
is the date certified by the Design Professional when construction is sufficiently complete, in
accordance with the Contract Documents, so Owner can occupy or utilize the Work (or designated
portions thereof) for the use for which it is intended. Contractor shall achieve Final Completion
within Thirty (30) calendar days after the date of Substantial Completion. Final Completion shall
occur when the Agreement is completed in its entirety, is accepted by the Owner as complete and
is so stated by the Owner as completed. As used herein and throughout the Contract Documents,
the phrase "Project Manager" refers to the Owner's duly authorized representative and shall mean
the Division Administrator or Department Director, as applicable, acting directly or through duly
authorized representatives.
B. Liquidated Damages in General.
Owner and Contractor recognize that, since time is of the essence for this Agreement, Owner will
suffer financial loss if Contractor fails to achieve Substantial Completion within the time specified
above, as said time may be adjusted as provided for herein. In such event, the total amount of
Owner's damages, will be difficult, if not impossible, to definitely ascertain and quantify. Should
Contractor fail to achieve Substantial Completion within the number of calendar days established
herein, Owner shall be entitled to assess, as liquidated damages, but not as a penalty, One
Thousand Two Hundred Forty -One Dollars ($1,241.00) for each calendar day thereafter until
Substantial Completion is achieved. Further, in the event Substantial Completion is reached,
but the Contractor fails to reach Final Completion within the required time period, Owner shall
also be entitled to assess and Contractor shall be liable for all actual damages incurred by
Owner as a result of Contractor failing to timely achieve Final Completion. The Project shall be
deemed to be substantially completed on the date the Project Manager (or at his/her direction,
the Design Professional) issues a Certificate of Substantial Completion pursuant to the terms
hereof. Contractor hereby expressly waives and relinquishes any right which it may have to
seek to characterize the above noted liquidated damages as a penalty, which the parties agree
represents a fair and reasonable estimate of the Owner's actual damages at the time of
contracting if Contractor fails to Substantially or Finally Complete the Work within the required
time periods.
C. Computation of Time Periods.
When any period of time is referenced by days herein, it shall be computed to exclude the first
day and include the last day of such period. If the last day of any such period falls on a Saturday
2
Construction Services Agreement: Revised 072118
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 orworking
days, the Owner will count default days in calendar days.
E. Right of Collection.
The Owner has the right to apply any amounts due Contractor under this Agreement or any other
agreement between Owner and Contractor, as payment on such liquidated damages due under
this Agreement in Owner's sole discretion. Notwithstanding anything herein to the contrary,
Owner retains its right to liquidated damages due under this Agreement even if Contractor, at
Owner's election and in its sole discretion, is allowed to continue and to finish the Work, or any
part of it, after the expiration of the Contract Time including granted time extensions.
F. Completion of Work by Owner.
In the event Contractor defaults on any of its obligations under the Agreement and Owner elects
to complete the Work, in whole or in part, through another contractor or its own forces, the
Contractor and its surety shall continue to be liable for the liquidated damages under the
Agreement until Owner achieves Substantial and Final Completion of the Work. Owner will not
charge liquidated damages for any delay in achieving Substantial or Final Completion as a result
of any unreasonable action or delay on the part of the Owner.
G. Final Acceptance by Owner.
The Owner shall consider the Agreement complete when the Contractor has completed in its
entirety all of the Work and the Owner has accepted all of the Work and notified the Contractor in
writing that the Work is complete. Once the Owner has approved and accepted the Work,
Contractor shall be entitled to final payment in accordance with the terms of the Contract
Documents.
H. Recovery of Damages Suffered by Third Parties.
Contractor shall be liable to Owner to the extent Owner incurs damages from a third party as a
result of Contractor's failure to fulfill all of its obligations under the Contract Documents. Owner's
recovery of any delay related damages under this Agreement through the liquidated damages
does not preclude Owner from recovering from Contractor any other non -delay related damages
that may be owed to it arising out of or relating to this Agreement.
Section 6. Exhibits Incorporated.
Exhibits Incorporated: The following documents are expressly agreed upon, attached hereto and
made a part of this Agreement for Solicitation 19-7609 Sunshine Blvd Sidewalk and Pedestrian
Bridge.
Exhibit A-1:
Contractor's Bid Schedule
Exhibit A-2:
Contractor's Bid Submittal Forms and Addendums
Exhibit A-3:
Contractor's List of Key Personnel
Exhibit B-1:
Payment Bond Forms ❑ Not Applicable
Exhibit B-2:
Performance Bond Forms ❑ Not Applicable
Exhibit B-3:
Insurance Requirements
Exhibit C:
Release and Affidavit Form
Exhibit D:
Contractor Application for Payment Form
3
Construction Services Agreement: Revised 072118
�AE7
Exhibit E: Change Order Form
Exhibit F: Certificate of Substantial Completion Form
Exhibit G: Final Payment Checklist
Exhibit H: General Terms and Conditions
Exhibit l: Supplemental Terms and Conditions ® Applicable ❑ Not Applicable
The following documents are expressly agreed to be incorporated by reference and made a part
of this Agreement for Solicitation 19-7609 Sunshine Blvd Sidewalk and Pedestrian Bridge.
The complete contract documents, including Addendum with attachments, are available on the
County's on-line bidding system: httl)s://www.bidsync.com/bidsvnc-cas/, which the parties agree
comprise the final integrated agreement executed by the parties.
Sections corresponding to any checked box ( ® ) expressly apply to the terms of this Agreement
and are available through the County's on-line bidding.
®Exhibit J: Technical Specifications
❑Exhibit K: Permits
❑Exhibit L: Standard Details
®Exhibit M: Plans and Specifications prepared by Jacobs Engineering Group, Inc.
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:
Collier County Board of County Commissioners, FL
c/o Transportation Engineering
2885 S. Horseshoe Drive
Naples, FL 34104
Attn: Chad Sweet, Contract Administrator/Project Manager
Phone: 239-252-5762
Email: Chad.Sweet(p colliercountyfl.gov
B. All notices required or made pursuant to this Agreement by Owner to Contractor shall be
made in writing and shall be deemed duly served if delivered by U.S. Mail, E-mail or Facsimile,
addressed to the following:
ZEP Construction, Inc.
7802 Jean Blvd.
Fort Myers, FI 33967
Attn: Jovan Zepcevski, President
Phone: 239-267-8778
Email: zepcom _aol.com
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.
4
Construction Services Agreement: Revised 072118
Section 8. PUBLIC ENTITY CRIMES.
8.1 By its execution of this Contract, Construction Contractor acknowledges that it has been
informed by Owner of the terms of Section 287.133(2)(a) of the Florida Statutes which read as
follows:
"A person or affiliate who has been placed on the convicted vendor list following
a conviction for a public entity crime may not submit a bid on a contract to provide
any goods or services to a public entity for the construction or repair of a public
building or public work, may not submit bids on leases of real property to a public
entity, may not be awarded or perform work as a contractor, supplier,
subcontractor, or consultant under a contract with any public entity in excess of
the threshold amount provided in s. 287.017 for CATEGORY TWO for a period of
36 months from the date of being placed on the convicted vendor list."
Section 9. Modification.
No modification or change to the Agreement shall be valid or binding upon the parties unless in
writing and executed by the party or parties intended to be bound by it.
Section 10. Successors and Assigns.
Subject to other provisions hereof, the Agreement shall be binding upon and shall inure to the
benefit of the successors and assigns of the parties to the Agreement.
Section 11. Governing Law.
The Agreement shall be interpreted under and its performance governed by the laws of the State
of Florida.
Section 12. No Waiver.
The failure of the Owner to enforce at any time or for any period of time any one or more of the
provisions of the Agreement shall not be construed to be and shall not be a waiver of any such
provision or provisions or of its right thereafter to enforce each and every such provision.
Section 13. Entire Agreement.
Each of the parties hereto agrees and represents that the Agreement comprises the full and entire
agreement between the parties affecting the Work contemplated, and no other agreement or
understanding of any nature concerning the same has been entered into or will be recognized,
and that all negotiations, acts, work performed, or payments made prior to the execution hereof
shall be deemed merged in, integrated and superseded by the Agreement.
Section 14. Severability.
Should any provision of the Agreement be determined by a court to be unenforceable, such a
determination shall not affect the validity or enforceability of any other section or part thereof.
5
Construction Services Agreement: Revised 072118
`tr� C�
Section 15. Chanae Order Authorization.
The Project Manager shall have the authority on behalf of the Owner to execute all Change Orders
and Work Directive Changes to the Agreement to the extent provided for under the Owner's
procurement ordinance and policies and accompanying administrative procedures.
Section 16. Construction.
Any doubtful or ambiguous language contained in this Agreement shall not be construed against
the party who physically prepared this Agreement. The rule sometimes referred to as "fortius
contra proferentum" (pursuant to which ambiguities in a contractual term which appears on its
face to have been inserted for the benefit of one of the parties shall be construed against the
benefited party) shall not be applied to the construction of this Agreement.
Section 17. Order of Precedence
In the event of any conflict between or among the terms of any of the Contract Documents, the
terms of the Construction Agreement and the General Terms and Conditions shall take
precedence over the terms of all other Contract Documents, except the terms of any
Supplemental Conditions shall take precedence over the Construction Agreement and the
General Terms and Conditions. To the extent any conflict in the terms of the Contract Documents
including the Owner's Board approved Executive Summary cannot be resolved by application of
the Supplemental Conditions, if any, or the Construction Agreement and the General Terms and
Conditions, the conflict shall be resolved by imposing the more strict or costly obligation under
the Contract Documents upon the Contractor at Owner's discretion.
6
Construction Services Agreement: Revised 072118�,
IN WITNESS WHEREOF, the parties have executed this Agreement on the date(s)
indicated below.
TWO W TNESSES:
xd�
Date: /t7%R///
ATTEST:
Crystal K. Kinzel, Clerk of Courts
& Comptroller
BY:
Approved as to Form and Legality:
Assistant County Attorney
CONTRACTOR:
ZEP Construction, Inc.
By:
Prin me and Title Date
OWNER:
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY FLORIDA
BY:
William L. McDaniel Jr. Date
Chairman
Coeslmdlon SBMMS Agreement ReAsee 072118
,7T
EXHIBIT A-1: CONTRACTOR'S BID SCHEDULE
(FOLLOWING THIS PAGE)
8
Construction Services Agreement: Revised 072118
Project tio:
18.7603
Ptcitct Title:
SvnOlne Blvd, Sidewalk and Pedestrian Bridge Project
Bid Due Date.
71161201$
19-7609 - Sunshine Blvd. Sidewalk and Pedestrian
Bridge Project
FPID No. 435030-1-58.01
BID SCHEDULE OF VALUES
MOM If i'C5glsrrla Etirin,_kru
SUMMA6Ry-OF ROADWAY
VU
15
I
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ROADWAY 610SiUBTOTAL:
$175,132:56
SUMMARY OF STRUCTURE-
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----------
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STRUCTURE UID5UBIOTAL:
$324,05£.00
BID TOTAL (ROADWAY+ STRUCTURE)
$499.987.50
■
EXHIBIT A-2: CONTRACTOR'S BID SUBMITTAL FORMS AND ADDENDUM
(FOLLOWING THIS PAGE)
9
Construction Services Agreement: Revised 072118
AdWi;1iM,r-,:1'iV0 S, PvkX`ti D�ivi!WD�l
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ADDENDUM #1
Memorandum
Page I of 1
Email: jiniflanagan@colliergov.net
Telephone: (239) 252-8946
Date: June 25, 20*19
From: Jim Flanagan, Procurement Strategist
To: Interested Parties
Subject: Addendum #1 — 19-7609 Sunshine Blvd Sidewalks and Pedestrian Bridge
This addendum has been issued for the following items identifying changes, deletions, or additions to the
original solicitation document and bid schedule for the Subject solicitation. Changes and additions are
identified with an underline and deletions have a strike -through.
Attached: 19-7609 - Addendum 'It' I - III -e -bid 1\4cetill" 1\4inutes and sign -ill sheet
Attached: 19-7601) - Addendum "!I Exhibit N1 - Dw�_,s - 43SO30-01-5800
I r Attached- 19-7609 - Adderldl.111) //I -, Bid Schedule (R 1)
The anticipated project budget is reflected as: $1175,167,28
FDOT liquidated daniagcs will be based on the contract award valtic.
Mciise acknowledge receipt of this Addendum with your bid proposal.
7r7ature
...........
Bidder
11` you require additional information, please post a question on the Online Bidding site or Contact me usirlo
the above contact intOrmatioti,
Director, Procurement Services Division
FORM -I:- BID RESPONSE FORM
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
Sunshine Blvd Sidewalk and Pedestrian Bridge
BID NO. 19-7609
Full Name of Bidder zRr am r- -AC71141+
Main Business Address J P .,?-
Place of Business A, � P /`'r 4ew f
Telephone No, 7 67'1r77j1 Fax No.
State Contractor's License # C671- 0 .r11P6 a
State of Florida Certificate of Authority Document Number
Federal Tax Identification Number y
DUNS# 06� aa���� CCI�J2# ~� Ct//� Cage Code O!Z::7/Ut�7
To: BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA
(hereinafter called the Owner)
The undersigned, as Bidder declares that the only person or parties interested in this Bid as principals are those
named herein, that this Bid is submitted without collusion with any other person, firm or corporation; that it has
carefully examined the location of the proposed Work, the proposed form of Agreement and all other Contract
Documents and Bonds, and the Contract Drawings and Specifications.
Bidder proposes, and agrees if this Bid is accepted, Bidder will execute the Agreement included in the Bidding
Documents, to provide all necessary machinery, tools, apparatus and other means of construction, including utility
and transportation services necessary to do all the Work, and furnish all the materials and equipment specified or
referred to in the Contract Documents in the manner and time herein prescribed and according to the requirements of
the Owner as therein set forth, furnish the Contractor's Bonds and Insurance specified in the General Conditions of
the Contract, and to do all other things required of the Contractor by the Contract Documents, and that it will take
full payment the sums set forth in the following Bid Schedule:
Unit prices shall be provided in no more than two decimal points, and in the case where further decimal
points are inadvertently provided, rounding to two decimal points will be conducted by Procurement Services
Division staff.
F011iNI2 cON*I'RAr 1011'SICEN'I'iIISONNI I ASSIGNEI),rc� IIIi,i'It{))lr I
_ _-.. _...a.._ - - .... _.._._ _ ...,v - _ -. ...._.......... _._�-...._._ ._....__
Name,
Sunshine IlIv(I Sidewtill, and Pedestrian Bridge
Iiid No. I9-7609
Per onncl Calcar -
y / Construction Superintendent
,..w-- � !'rrrj4ct lviun;i��cr
FORM 3 - MATERIAL MANUFACTURERS
T[ I IS 10101 MUST' BE commorEDoR BID SHALL BE DEEMED NOWRBPONSIVE�
/1I!' Bidders ""hall conhi In by squiatury dial they will provide die manufacturers and mawrials; olitfilled ill this
spc6i-!caliolls' includln� compliance with Florida Statute 2EI0 W pmAde lumber. fillib"'I• and other 1,61 -est pvo�kllcts
'
pw&NQ and mamNemmd in the Naw of FkKWa as hmp as the price. Amess aiW qualig are e(pial. Excy)6on,.,,
oten colais am a"q)ialk) in, he mquestal Ig smuplOng the Nimcdal hArmuNcilimr Exmpdon IN hdow. If
all exccp('It)Il lin' a Illanulacturcl, and/or material is proposed and listed bclow and is not appf'OVcd by
1"'ngnlccl-/Prc yct 'Malla'ger' Bidder shall furnish 111c manufacturer named in the specification. Acccr;!iulce of this
Awni does not hynstiltue acceptance of maKal pqmwd on this list.
Complew ;and sign "metion A 11
Section A Illanufacturcs and materials in Bid Specifications)
oil behall, of nay firn, I coill'il-111 111111 we will Ilse ill) manufacturers and niuwri'a`s as spocifi('ally olithilcd in
file Bid specifications."',
Compaq:
signilture:
Section 13 retillested io Rid spec
F,XCT'TTI()N MATFNIAI,
2,
3,
d.
ni!icrl additional pn!.'os as
Company;
Signature:
We:
naanufacturcrs r4 id materials)
1,.'XC'F,PT1QN NIANUFAC-I URI -'I
H, tow ni lorkral amPauh-,,
TOY
L FORM -I UST I OF YIAJOR SUBCONTRACTORS
'PHIS LIST MUST BE C'0NIPLI TED OR BID MAY IIIA I)EEN11,A) NON-RESPONSIVE
The undersigned states that the Alklwing is a list WAw proposed suheontractors for the mtkjor categories outlined in
the requirements of the Bid specifications.
`I'hc undersigned acknt: wicdgcg its responaihility f`trr cmuring that the .`iubcontrttctors for the listed
herein rine "qualified" (as defined in 0i'dinance 22708 and 5oetfon 15 of Inetructions to Bidders) and meet all legal
requirements applicable to and necesxitatcd by the Contract 11ocunlents, including, hilt not limited to proper
licenses, certifications, registrations and in;surancc eoverage. The reserves the ris ht to disqualify ally Bidder
who includes non-compliant or non-qualified 5ubeontractors in its bid oilerl'urthcr� the Owner trray thrcct the
AwcessAd Bidder to renwvclrcplace any `iube,ontraclot-, at no additional cost to Owner, which is 4ound to he non -
Compliant with this requircment either before or abler the issuance of the Award of Contract by t.)vtiarertaitach
;ulditiouml :Erects as necdcdl further, the undersigned acl:nowUps and ap=A that promptly after the A"ard of
Contract, and in accordance with the rcquircmcnts Of tike Contract Documents, the tiuceesslul Bidder shall identify
all Subcontractors it intends to use oil the Project. ']'he uMersipmd further altrces that all Subam5actors
suhsequeml_Y identified for any portion o work ori this projeut mut he qualified as noted afore.
Contpaur
Signature
IDate: , fr' >'%
i+OlttLt> �1AIt,,�Tl,i�`t �i'T�P��tEIIVC irpt� BIDDER �
The Bidder is required to state below what work of similar magnitude completed within the last
five (5) years is ajudge orits experience, skill and business standing and of its ability to conduct
the work as completely and as rapidly as required under the terms ofthe agreement.
(litt�(�Ct namU) tprpiect owner')
�7
..(ptoi�ct loc Uion) tC)t�"ncr'a sidtlress)
Zet
(pro,tect (owner's contact person;) (tale)
l
�;_ X _ :_ � � i �... �-- y tf t f !✓ gas � :� �
(protect mart/completion dates) (contract i'ntuc)
✓. r
r<�icct n �nrc) t.projcct ONVIILr)
��(l�trtcct tocatioll) (Ownit's addresO
(project description)
I.ti� l }(,i� � µ % I'�.lr PY' ) : ..j .✓ter i
(Owner's contact pers011 (titlel
(pria)ect atartncomplcti nt dates) (contract value') (phone-) (email)
i,
(ptolect nrtme) (project ctviler)
iV
(proicet location)
(project description) ((wner's contact person) (tide)
CA
FORM 5'S]A?C0WENT OF EXPERIENCE 8yBIDDER
(th|u)
k
(pro�jed description)
{0no*r�
Vvrjo� nuou) Ux` oc\'
(project completion dntn (cw`/mupbo) (dwxu)
Si n.�tttrr.: �L 1
i`{)It li (i - 1 i NCH SAIT'I Y ACT
I><ite: _002'
tli(jder it., included in the vakms items or the bid aM in the 'fatal laid Price are Goats for co"'plying with tilt;
Florida Trench Safety Act (90-96, Lairs of RM) CflcON Molver 1, 191). The Bidder further identifies the Cost to he
summ<irircd Mow:
"french Safety Units of Unit thlit Extended Qam,
tkleawre Cosi
{I.?c��iil?totJ;l tl I ,til`'? ^
Failure it, comhloc the above may result in the Hid Heintz dctulared non -rcL;ponsfve.
FORM 7
KNOW A1,1., Ry1I;N ICY Ti lI SI I'Itl;Sh;N°I S, that we _ Zep Construction, lac. -- - —�� _ (herein
after called the Principal)and LibertyMUtual lnsur ince Coryiparty (herein called the Surety), a corporation
chartered and existing under the laws of the state or Ma sachtlsetts with its principal offices in the city of
Boston— and authorized to do business in the state nl'lo(i�ia-....__ ____ are held and firmly bound unto
tlrc _Collier o nt
Cy� __ _._..�. (Jtereintd`ier called the Owner), in the: full and just sunt of
We Percent (516) of Ago pt Bid -- - dollars ( --5`%----- 1 good and lawful murrey ofthe l.irtiEed States
ol''Amcrici, to be paid upon demand of' the Owner, to which payment well mud truly w be made, the Principal and the Surety bind
the+tnselvcs, their heirs, and executors, administrators, and amll ,j Fitly and severally and firmly by these presents.
Wherens, dtc Principal is about to submit, or has submitted to the Owner, a Bid for furnishing A! labor, mawriais, equipment and
incidentals necessary to furnish, install, and fully complete the Work oil the Project known as Bid No, 19-7609 Sunshine blvd
Sidewalk and Pedestrian Bridge.
NOW, '1'111?IZEFORE, if the Owner shall neegi: the Bid of the PRINCIPAL and the PRINCIPAL, shall emu imo the required
Apurncut with the Owner and within ten Flays alter the date of a written Notice of Award in accordance with the terms of such Bid,
and five such bond or bonds in an amount of 100% the total Contract Amount as specified in the BWdfng, l5curncnts or Contract
Documents with good and sufficient surety for the. faithful (performance of the Atremwm and Mr the prompt payment of hibor,
materials and supplies furnished in the prosecution thereof, or, in the event of the sHure of the PRINCIPAL, to enter into such
Agmernem or to give such bond or bonds, and deliver to Owner the required certificates of insurance, TVPRINCIPAL shall pay to
MOBI.,IGLE the fixed sunt ofS A `= noted above as liquidated damages. and not as a penalty, as provided in the 13idding,
DocuAlmenK then this obligation he null and void, otherwise to remain in full force and effect.
IN' `! FSTINIONY Thereof, the Principal and Surety have caused these presems to be duly signed tmd seal d AN of
ZEP CONSTRUCTION, INC. Principal
/ \
131'
(Seal) '
x f�CIBERTY MUTUAL INSURANCE COMPANY Surety
w _. _._ .............__._
%Nendy L Ningson Anomi V to -Fact
C:'ountcrstc,ncd t �
Thridy L. Hmgson i londa,f e?siilent gent tag) 27 5226—
Alppctinteti Producing Agent for VTC INSURANCE GROUP
Upon notification that its Bid ))its beim awarded, the Successful Bidoer will execute the Agreement form attached to the Bidding;
Documents within ten (10) calendar days and deliver the Surety Bond or Bonds and insurance CertiAcatekas required by the
Contract Documents. The bid security attached is to become the property of me Owner in the event the Agreement, Insurance
Certificates and Bomis we not exe.euted and delivered to Omer within the time We set forth, as liquidated damages, for the
delay and additional expense to the: Owner, it being recognized that, since time is of the essence, Owner will suffer financial Loss it'
me Successful Bidder tails to execute rind delver to Owner the required Apreetnent, Insurance Certificates and Bonds within the
required time period. In the event of such failure, the total amount or Qwncr's damages, will be difficult, if not impossible, to
definitely ascertain and quantify. It is hereby agreed that it is appropriate and fair that Owner receive liquidated cunt m from the
Suecessibl Bidder in the event h tails to execute and deliver the Ahreerncnt, insurance Certificates, and Bonds as required
hereunder. The Successful Bidder hereby expressly waives and relinquishes any right which it may have, to seek to characterize the
above noted liquidated damages as it penalty, which the, parties agree represents a Fair and rcusotmble estinttrte of Owner's actual
damages at the time of bidding, if the Successful Bidder fitils to execute and deliver the Agreement, Insurance Certificates, and
Bonds in a timely manner.
Upon receipt of the signed and approved agreement and Purchase Order, the undersigned proposes to conlincnce v.,ork at the site
within five (5') calendar days from the commencement date stipulated in the written Notice to Proceed unless the Project ivlanager,
in writing, subsequently notifies the C;omr;lmw of a modified (Ireer) commencement date. The, further agrees to
snhsiantially corttpicm Al work covered by +.itis Bid within Two IlmArod Ten (210) eonsecntive calendar days, computed by
excluding the commencement date and including the. Inst day- of such periml, and to be fully completed to the point of final
acceptlince by the Owner within Thirty (30) consecutive Calendar days alier Substantial Completion, computed by exchtdinT;
commencement date and including the last day of such period.
t:t~�ectftT1145ul�ntiltcd:
State of Florida
County of i=ee -
_ Liberty Mutual Insurance Company _..._._...__..._,..._ .. being, first duly sworn ora oath deposes raid says
drat the Bidder on the above Bid is organized as indicalcd and that till stwontents herein made tire, matte ort behalf of sada Bidder
and that this deponent is authorized to make them.
Zep Construction, Inc. also deposes and says tluit it lilts examined and carefully prepared
its Bid from the Bidding I)ocumcnts, including; the Contract Drawings and Specifications and has checked the: sante in detail betbre
submitting this Bid; that the statements Collulined herein are Irue and correct.
(ii) Ciltpi)Yfti i ruin
The Bidder is a corporation org?anired mid existing under tic haws of the State oi' Florida which opertttcs under thy, legal
name of and the full mantes of its officers are as follows:
]'resident
secretary
Treasurer_.
mw1gCC
i.,_all thorized- to sign cenushuction_Gids-,and-contracl� (i3r the'e.uiiipany�by�actiettt'Iif
its -Board -of Dircetors takua :....... v�... ;n' ccitilied c,.6p� iai' whiclri4 11`ci'"cto t it(,, (strikeout tlais-tast
sentence ift)ot-appiTC5bIi '.
(b) C"u-partner hip
The Bidder is a co -partnership consisting; of individual partners whose full mantes tare as hallows:
The co -partnership dues business under tite legal pante of.
(C) Iutli}jtluRI
The I3idder is an individual whose full name is _-- , and if operating raider to trade name, said
trade name is
Complete for inin (a) Corporation, (b) Co -Partnership or (c) Individual from previous page.
DATED _ July 15, 2019
tr ttt�s ss Name <.
\Vitness Sig?halt.
ZEP CONSTRUCTION, INC.
JJ L/fitle
STA'L'L; 01'.
COUNTY OF-_ r1#/� c"
Ih� foregoing instrument %Viis acknowledged betirre me this day �I J��1� ?ti �� by
is I./�tl of ,.;�7 C%h;.11%`/�._l/'1�+!'r _, a
eorporatioa, cin behold of the corporation. 1_leltihe is auraoa#�il) known tit mc; epi h<ns produced
_-- _ --- _ tt• id el I.I ",Ilion tmd-4)!,M (chd not take an oath.�tv Cortnmission L.xpites: ,. :� �i . ,_----15t'�'_4�..j.--C-•?._G��
(Si tatnre f Ni' ttuy)
�x_ A _.
Notary Pubtic 8tato of Honda _.. _
'P Annette V Nizza (Lc a irony I i cried)
(At VIX OFFICIAL SEAL) �� � �yCcmmiasionGGHMO Not,
Public, State of.__r��i�
Expires02113t2023
This Power of Attorney limits the acts of those named heroin, and they have no authority to
j� bird the Company except ha the manner and to the extent herein stated.
Li Uert)r Liberly Mutual Insurance C.'ctntpany
'11101Ohio Casually Insurance Company Certificate No:11197252-013053
Mutual. tua
-- West Artmrican Insurance Company
SURETY
ROWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: Thal The Ohio Casualty Insurarice Comp any is a Corp"wati ,rl duly organized tnld;ar the lace of the Sta!o of New H;arnpshftr• that
Liti?rty Mulunl insurance Com, any is a ccrwj Ilion duly organized under the laws Of the State of Massochusetli , wid West American Insurmicc Ccnipany is a corfv;ralion duty organizers
under Ine la;vs of the Sla`.e of Icd aha (herein colinctivoly coiled the `Compames j, piusunnt !n and by au4vxity herein se! faith, does heroby naim, constituto amt npp6rit, Jcftle - A.
Chandler, Akin P. Chandler, Ian J. Donald, Wendy L t lml_;an, KafllIven ML frdin, Fto i ,an L. K c v Ste;;rn L. slwfll, Robeli t^iobcir
al.1 of J:e city of Troy state of —�� 1LChi an erg b im li'A" ai,y if thero f;ai nxine than one nu Ina*d, its true and lav':ftil attorney^indact to fnaYl,,
t.<eCule;
5e"" Gekno�'sed('e and de!lvor, for avid on its behalf as surety and as its ad ,Lid deed^ any and ani undertakings, bonds, reouSnizances and uftr surety obl gnt3dns, in pursamice
of these presents and shill beas binding upon the Competzes as if they have; tx'en dusy sk is d by @le p,e.;ldent and atWstiid by Ilei: t3CGu;tory of fill, Coni antes in their own proper
p,rSGi'a5.
IN VATNESS WHEREOF, tits Power of Attorney has teen subscribed by an authorized offcfit o, cf';cial of Ihu Com,l ry :; and the, ccr, tot Milli.. of the Companies htrve Wen 1 asCixrs
thereto this 29th day of Ocloly r 20IS ,
Litwrty Mutual hlsurance, Cor€'Epany
r� %rs(ho w�Y INSG INSUq The Ofl () Casualty Il%urance Company
�� i,purox�t yo yo eo"roW, �iy eq�aPrbe+,�fo WestA(veflfun inswan:e Com,:rioy
.7 to M k ? tiltr
51912 11a 1919 1991t�;,/
rid Saci.�5ab fid riuuyyRo- D �s i+oA„p
'4a
By,
D :old M Carey, AssFstae t sc Mary
Sate of PENINSYLVANIA
c
D CounycN
Of s.
O
U as On :his::9ih day of Cha« lxr 1 20111 bif�r,, rise p.r ,otia'ly apfraiod David M Carey. ••..o i ° itself to be the twsis,a,i, iry of Lty,,ny fdutull Insurantc a
B 2 C?nn,,�any, The C o Cast alt Can piny and West r t t 3II insar ariLC Company, pang a; d that h, as such, t brig u,k ,,.r.b? ii So to da, Cxervto the for(”' Iq instmumnt to( the p;lrfx'Ses
r > thez via 4cnL n d by s'gr, ng Ln Lehaf i of the cc ,.crat.ans by hi,nsef ras �a duly ..utf orlx�s of xer. � w
-6 r'j e
IN WITNESS WHEREOF, I have herunto subscn :cd nay name and affixed my a3•> ri: seal as R'.ng of Prussia, Peilnsy°�a.^:a, on the day aid year first iatx;ve ,iritten. E.
iz
O�
4TN n $ t rt^t„ COMMOItWCAL4r PfUNsY""41A< <cr
ej O i' o Or s Ttuuaa f � trr� ff:a pY 1 r (,t-�'i-� x t(,.�C iC.J
q> 11r'4 Aer oTrp tr. rsGrx ryGn, .E, By; %
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,` ,, •^'o`�i`�r.i'a .,,..... ff0,a?iPut,v peel
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t0 ��
0)v r.t itis P C` , ey is rn e ars execilted p suant lo amd by aitr rA. (,if if ` .+vet 1 iiia , a r 7 lftor at as of the Ohio Casu.liy Insa^<ance, Corilpany, Ux,rtf Mulu'l
K
o.S ,.-si,v.^... Cc ,ip..:^y.2n., 'ries! viae, _ar^ LU.^pU„} ,.t.n rtiso'u,i., 'a we r;z,rrn foll force .i ;i r. `_c, rr;aifla'�,.s r„EO,ti^,_
a�
ARTICLE IV - OFFICERS: Sr inn t2. Nin r�rof rney, ^'
ocl�An; c , cr of e;ficial of thr e Cefpota.i'ail; ::^;zed for Thal purp'sp- in ,•,'lion by file Cha:ro rn Of the P(es'de+il, a •d sul; of to such I .a.,wJ tt "is ,fat Cha+,uvarr vthe oma'
T_.. U presid, may 1= e5 =b>, she”! as nay bx: dl C£ a=Yy to a' -'I inn i s if Ua i L CXj r x (r to fps - t. xe-c a'r <teal, a 41 pi q. Ju:. and as W Lty > C.
C3 C :any c l d a 5 undo tak;^ip, to 'is, c ^d ithi er Sorely ^t ` 7a., ^ao .sileh `3t&r t to Vle i u :al nti f;,. h In c- r4<f L "e ;yO 'm Of aft rl y h3 i 2- CV
> C) have "Jit to bbd ,he C ^,fx ration by ^ C'::l s-"'lnaltire and execul,en of ally suet. mMmirGnt=^ wid to,, alis^„ h !hemi, th, ' sent of vt e Ctnrp rd' n. Virtlarl SO ext't.vl+..i Such — co
O-.'ISMJ .nfa Sha" b> as b^rid rg as i s: rie i kr :tie Presd nt and f 3_,. s!p-d o Ili le'S f"i ht. Any ,x t: r a 1 honly q IcA to t'ly tL,,.m.4r n! i tVt Cr attomey iii fa it lindor Ci:•
i::
m
Z i5
„lir; 's of trays a^,v£ imay Le re':or vd tri all), tote Ly i?te Board, the Ct.aI 3li, i ie Pres :11,— a, by ,'r� tf er Of G!f^ofrs (, .^ f^ g Soot, jXi�,Ct or au,ttcaiy.
ARTICLE XIII Execution of Contracts ¢ 5 eta Bonds aid Un c t i aJs ci
FORM flINSUItAT' CE AND BONDING RE UlIt.CirINIEN I -S
�_---- _..- w ---------
The Vendor shall at its 0M) exl}Cn:;C, cano and maintain iusurance cownge b nn responsibic cimpanics duh authorized to do
business in the State or Florida as el forth in F -XI 11131T 13 of this solicitation. The Vendor shall procure and maintain pnWerty
insurance upon lire entire projeCt, i1'rCluil-Cd, to the ruff insurable valuC orthe "Cope orwol-L
The County and the \rcndor waive against each other and the County's separate Vendors, (:
Collier County Florida
haus►Ice and Bonding Wquke►nems
Insurance / Bond Type Required Limits
L ❑/. Worker's Cmupcnsation Stauuory L.imim or Florida Statutes, Chapter 110 and all Faleral G vemmmt
Statutory III& and Itaphntents
F"vidence of, Workers' Competlstdion coverage or it Ccrtirlwite of Exemption issued
by the SWc of Flo6da is required. Mikes that are Iorilled as ;Sole Proprietorships
hall not be required to prowidc a proof of exemption. An application tor exemption
can be obtained (imine ill ll,ltg�, /°1�IQJ tlel3 ;. t�S ar`!?t)tt ti, 1 1l?t
2. `d Gntployer's Liability S I,000,0(10 single limit per 000urre)Ice
3, d Commercial General Bodily Injury and Property Damage
Liability (Occurrence Form)
patterned arter tits current 51,OOt1,0011 single limit per occurrence, S2501KNO aggregate Tr Bodily htjury
ISO form LAWHI and property Damage liability. This shall include Premises and Operations;
Independent Contractors; Products and Completed Operations and Contractual
liability.
4, ❑ Indcntnirication '1'o the maximum cNtent pe -nutted by Florida law, the Contu-<tctorlVcrndor shall defend,
indounily and hold harmless Collier County, its officers and employees from any and
all liabilities, damages, losses and costs, including, but not limited to, reasonable
attor7tc} s' fees and paralegals' rocs. to the extent caused by the negligence,
recklessness, or intentionally wrongrul conduct or the Contractor/ Vendor or anyone
employed or utilized by Be CwMactoovendor in the perrormance of this Agreement.
5, ❑ Automobile liability 51100,000 Each Occurrence; Bodily lnjru-y & Property Damage.
Ocyncd/Non o�ynalil lircd; Autonwbile Included
I ❑ Other insurance as noted: ❑ Watcremil Per Occurrence
❑ United states L.ongshorentan's and llarborworker's Act coverage shall be
maintained where applicable to the completion or the work_
S per 0ccu renee
❑ Maritime (,overage (Wes /yet) shall he maintained where applicable to the
completion of the work.
S Por OCentTenC;
❑ Aircraft Liability coverage shall he carried in limits of not less than $5100400
each occurrence if applioablo to the completion of Be Sovices under this Agreement.
S Per OcctuTence
El Pollution S Pcr Occurrence
❑ Prolessiontal liability S per claim & in the aggregate
❑ Proicct Profi ssional liability fi_ Per Occurrence
❑ VahuM Paper, insurance `S _ Per Occurrence
❑ Cyber liability S Per Occurrence
❑ 'Technology Jacor" & Omissions ti Per Occurrence
7, ' raid bond Shall be sWmWtwd with proposal rospmwu in Be Rmn or certified rends, cashiers'
check or an irrevocable letter or credit, 11 cash bond posted with tile. County Clerk, or
proposal bond in a Sunr equal to 5% of the cost proposal. All checks shall be made
payable to the Collier County Board of C aunty Commissioners Oil banl, or [rust
Company located in the State of Florida and in;urcd by Clic Federal Deposit Insurance
Corporation.
S [J I`'erfornumce and For projects in execs of 0 )PMA honda shall be Submitted with the executed
pmt meat Bonds conn-aut by proposcr'S receiving award, and written for 100°h or the Contract award
amarum, the Com hm-ne 11 the proposer rocchhg an awatzl, The Nirfornuntce and
payment lows shall be under -written by a Surety authorized to do business in the
State or hkwWa and otherwise acceptable to Ovvuel-, provided, hotycvcr, Cite Surety
Shall be rated as .' " or better as to general policy holders rating and Class V or
higher rating a; to finaneial size category and rte amount required Shall not exceed
i';? of We wporied plicy holders- surplus, all as reported in the most current Best
Key Cortins; (',tilde, published by tlAL Best Company, Inc. of 75 Fulton Street, New
York, New York 1=,
0� Vendor shall Cmsurc Wat all subconmetom ctni y with We Same insurance requirements that Tie is required to meet. 'rte
sante Vendor shall provide County with certificates of insurance meeting the required insurance provi:sit>rrs.
I(t. E] Collier County Wrist he named as "ADDITIONAL INSURED" on the Insumttce Certificate For CommoAal General
Liability where required. This insurance shall he primary and arra-contrilratzirt with respect to any other insurance maintained
bv, or available for the benefit of; the Additional hawvdmQ Chu Vendor's policy shall be undorsed ucs"Bigry,
I I. ti The Certificate holler shall he milted as (;oilier CowVy 13oad or Cotmty CommiSimal (At hoard of C'oimly
Commissioners in Collier C'ouuty, OR Collier County Government, OR Collier Ummly, 'file Certificates of Insuranac nmst slate
Clic Contract Number, or Project Nuinihei% or specific proiect description, or must read: 1'or any and all Nvork performed on
behalf of Coliicr County.
12. El On all certificates, the Certificate holder must read: C'ol% County Hoard of Commissioner,. 321)5 "famiuni -Grail hast,
Nj Ae, FL 34112
1 Q 'Hdrty (3U) flays Cancellation Notice required.
I•I. Collier County shall procure and maintainBuilders Risk insurance oil all constrzrctiou pro3"Is where it is deem+ l n4ccssary;
Such coverave shrill be endorsed to Cover the luterests of Collier County as well as 'tile Contractor. premiums shall be billed to
the pro_jixt and the Contractor shall mA include BAkle s hist: premiums in its project pnVosal or pa jest billings. Air questiom
regarding Builder's Risk Inswance will he addressed by the Collier County Risk hAnnagement Division.
Vendor's insurance Statement
1Ve understand the insurance requirements of these speehIcatiom and Hurt the evidence of insurability may be ruqudsl whMn. five (5)
pi or the award of this mAkhation. The inminmee subnuned must I)mv de coverage tiff a minimum of six (G) mouths From to date
of a" nrcl.
`Jatric or Firm _ ', rc
Vendor sicnanrre
print Name
1i`irnirnCC A CnCV t'
.,
Agent Name E' �'::" .... � ��'� � �.{... _ 'Ielcphorre Number
_ . .. J._. _...._. ..
FORM 9 - (ANW.KT OF IY't'P;t2KKr AP't'tt)AVU
The Vt'ndor cerlifies that, to tlrc IwM oi• its knowled,oe and beliel`, the bast and current work cm any Collicr County project affitjated
"ith this solicitation does not pose an organizational ccurllict as described by caro of the three eat pwies helm,,
Biased ground rules —The firm has not set (lie "ground ruler" I'or affiliated hast or currant Collier County project
Identified above (e p. wlWg a procurement's statement of' work, specifications, or perfornung ,ystcros enginecring and
rwhrtical direction kw the proctu•cmcut) which aplrcars to skew the ccn,petition in Svor of ny firma,
Impaired objectivity —The fine ha, not perlbrnred stork on an affiliated past or curr•erl Collier County project identified
above to evalualc proposals I past performance of itself or a oompetitor•, which calls into cittestion the contractor's ability° to
reuier impartiai advice to thio govcrtnncnl.
Unequal access to information--'I'hc limn has not had access to nonpublic infonnatianr its part of its performance of a
Collier County project identified above which intro have provided dre contractor Cor an affiliate) with an unfair Competitive
advantage ill current or future solicitations and contracts,
In addition to thk signed tlfrda I the contractor i vendor roust provide the Following:
1, :iii documents produced as a result of the work cortnpleted h the past or e candy being mWed tat IN 1hc abfovu-mentioned
project; and,
1 Indicate if the Wknn Mion produced was obtained tis a matter• of pl,blrG_rec,oril (in the "sunshine.")err through non-public (,rot in
the " sunshine") eonvosalkw (s),, mccthys), doeumert(s) and/or other means.
Failure to disclose all nnrterial or having ;in organizational conflict in one or moree of' tile three categorim above he identified, mat-
result in the disqualification Ior future solicitations al"filiated with the above rr!l renccd project(s).
By the signature below, the firm (ernployces, ol,heer; andlor a;,,cnts) certifies, and hereby disclose;, that, to tilt best oi' their
Uowlcduc and behel,, all relevant facts conceruiug past, present, or eurrentl�, planned interest or activity (financial, eotrtractual.
(rr>anizational, or othcn%ise) which relates to the protject identified above has been I'ully disclosed and docs not parse arca
urtzarrir.ational conflict.
Signature and Dates
Print ; Jame:
A,7I rad
i file orf, Srgnalory ��r
i
� •,1 r
ft f� County
t :�'liii 7) � �'vGili ,i s.i'y7 fit i1i1
FORM 10 - VENt)m I3I S'I,xrv: I v.vr
BOARD 01: COUNTY (..'ONIMISSIONI ItS
Collier County t,overnnacnt Complex
Naples, Florida 3,1112
DO:w Commissiinacr�:
The undcasigned, as Vcndor declares that this response is imide without connection or an'ani-anent with any other pmon and this
proposal is in ew'ci-rc:;pcct fair and made ut t;ooel faith, ww°iihout Collusion or fraud.
The Vendor agrees. it titin solicitation submittal is accepted. to execute a Collier County docitilicnt for the pulp )se of cstablishillp a
1,61111111 contractual rehitionship betwwecn the firm and Collier County. 1`6j -the perlurmance of all royuircmcnt:; to which the
solicitation pertains. 'the Vendor :;tatcs that the submitted is hosed upon the docun)ents listed bVI the abovc referenced Solicitation,
Further, the v=endor agrees that it' awarded a contract f*or these goods and/or services, the vendor• will not be digible to
compete, submit a proposal, bc. ;m arded, or perform as a sub -vendor for anY future associated with work that is a rtsait of
this awarded contract.
IN tiw�1'tNLSS V�'(11,l�lit)1�,1 tt? have Itcrcunto ubsciibcd ow. names oil this P, day ol`_ 1,%:E/ �2 t)f! in [hc County all`
}in tile. State Cif`_._._ _%z
Iia` Cs lx, -al `name
rlddrea�:
C: itw, State, %ip Code:
Florida Certificate (11,,
Authority Document
Numhar
Federal Tax Identification
Number
,"CCR # or CAOF Code
*0111y it Grarnt l:unded
tcicl,hone:
Si)mawre by:
(Typed and wvrirtcn)
'title;
l !"/' y�'� /e j iy,��Y �,.�`� � •� 1,,F a'S `�
Secondary Contact for this
Solicitation:
Email: &
Phone: 221%p
Additional Contact Information
Send payments to:
lo,�� /i!� ��,,��• �
(required if different from
Company name used as payee
above)
Contact name:
Title:
Address:
City, State, 'LIP
Telephone:
Email:
Ca girl ce^
Office servicing Collier
County to place orders
(required if different from
above)
Contact name:
Title:
Address:
Citv, State, ZIP
Telephone:
_
Email:
:�C rv•, c�' �g�r� •,
Secondary Contact for this
Solicitation:
Email: &
Phone: 221%p
FORM f l - IMMUMMM AMHMM Cr•.rtrttMSTIDN
This Affidavit is t'equimd and should be wipwj ne mkof bre an authorized pilwipal or the Ann and MAW with formal
solicitation submittals. Further. Vendors are required to enroll in the: F. -Verify program, and provide acceptable evidence of their
enrollment, at the time of the sul)nussion or the Vendor's proposal. Acceptable evidence consists of a cope of file properly
completed E -Verify Company Profile page or a sq, of the Willy executcei muril'y Menjorandttm or Understandinp for the
company. Failure to include this Affidavit and acceptable evide►tee or enrollment in the E-Veril*v program may deem the.
Vendor's proposal as non-responshe.
Collier Counly will not intentionally award County contracts to any Vendor wi►o knowingly employs unauthorised alien Workers,
constituting a violation of tite employment provision Contained in 8 1 LAC, Suction 1321 n(c) Seetkm 2744) oi'the immigmlion
and Nationality Act ("INA").
.
Collier Cmmy ma} consider the employment by any Vendor of numo wined aliens a violation of section 274A (c) of the iNA,
Such Violation by the recipient of the l mplormen Provisions conlainwl in Section 274A (c) of the. INA shall be gvounds for
unilateral termination of the contract by Collier Counts,
vendor attests that they are fully con'rpliant with all applicable immigration laces (speciiieally iodic 19'o6 limuihration Act and
subswWww Amcndmctif(s)) and agrees to ems" cyith the provisions of the Mctttorandutn of Understanding willi E -Verify and to
provide proor of enrollment in The Employment 1?ligibility Vcrificotion System (1: -Verify'), operated by the Department of
I lonwulat;d security in partnership with the Social Security Administration at the time of Submission (it' tile Vendor's proposal.
Cc r?tn::m \ante _ . _.....
Print Name ...., r'_ n Title I_._ ......_.
Si natttrc t Date
sute or :.
Cour► Y of !- '
The sync o these Affidavit pmmnwcs, as evideile d by the wcrorn affidavit required herein, the truth wo accuracy' or this
Iimmade,
.,It p
/ � p
Qit,;ominission ?�loV Nizzamiaaion GG 26DOW
� f
C.�u�(�1.
ft<r' Cil -i }'iP,Sa
FOR 11
Request 1'or'Paxpaver Identification Number and Certification
In accordance with the Internal Revenue Service regulations, Collier Countv i required to collect the Collm%mn ,
inlorntation for lax rcporting pwIurses !Yom individuals and companies who do business Willi the Cotattp (including social
sccurity numbers i]' used btthe individual or contpanY for. tax reporting purprrscti), 1'loricla titauuu l 1 c).t)� 11`>)
requires that the comity td>lil'y You in writing of the icastrn l,or• Collecting this; information, which will he used I'm no other
pun-lmsc than hurcin slated. Picase compicle all infornratuin that applies to Your business incl return with Your quota or
propwal.
I. General Information (provide all inlormation)
'l'axp:t}'ct• Name ._11—r:R Ce,,
(as .rho n on inee)me 1t7.t' 7"cUU7r�
Husiness N:utle (iJ di j/i rcrN fiwin favpelver name)
Address w ,, r
Iv
State %r', All)
f-------- -
Telephone �l�il "d 1-1`f I"nrtil Iz,*re " ' �d���r..
Order Information (>Iust be fillet] out) Remit 1 lIny rent Information (Alust be filled o'tio
11\Itis V.l .l I4" " 1 / .,... e,�✓ v..
Cits St(rlc t //ilr
1...
klmlil
2. 'ompany Status (check otrlr ones
Indi��idu nl 1 Sofa 1 nirprnvlot ,,/( onpora
_I �t,� l�;dompi (1�"aelet`al iuu�tua ta��:��snr}rt �ntilr
---cure]erfnlutrr;rl-f2cvcrnt�5cr�icc--i,rtic]t•lftrc,�,-1}�C=
3,)
artnership
Linritcid Liabihiv Company
d) Oisrcgelyded :mitt', C Corporation, 11 Partitetship)
3. 't'a.,\pacer Identirication Number (for lar reporling puiyx,ses only)
federal Tas Identification Number (TIN)......__. :3 1..._.....,_. _-. _..., .w..._w -,.. __---.__._._...
(\vendors who do not have ,t TIN, will be required to provide a social security number pfior to an awe nrd
4. Sign and Date Form: Certification:
Uncle - pemillie.s o(Irerjat w Ice nJt dfit Jli(! infiwi m ol) shown un this
is correcv to my knowle(
Phone Number
Fflit;M [3 BIDDERS ('l [ CKLIS'i'
1)!'li'ORTA\'I': ['lease reaol carefully, si) i in the spaces inArMed and return with your 1 hL i3idder should
check orr each or the I<rlktwing items as the necessary action is munwicted:
')I. The Bid has been signed.
,L) . The laid prices olYered have (deco reviewed.
The price eytcnsions and totals have been checked.
-tl, ilid Schedule has been completed and attached.
,15, Any requtred drawings, descriplAe literature, etc. have been included.
6. Any deliver), inflormation rulnired is inCludcd.
�7, The following on-line standard docnments have been reyiowd in Bidsync:
JI. Construction bid instructions 1201111
J?. C'onstrnetion services agreement
J3. Pnrrhase fader terms and conditions
is. 1111
of, the rollowing bid rorrlts have been completed and signed:
r,l .
13id Dorm (Form l)
vI O.
�?.
Contractors trey Personnel (Form 2)
43.
Material €vl,rmti'acturcrs (Form 3)
J
,�I.
Lost o Mai ol— Stibcontra dors (fors( 4)
12.
,6,
Stateinent Of* I',Xpel`rertee (form 7)
13.
J6.
'french Safely Act (Form 6)
;:its jar:
J7.
Bid Bond Forte (Form 7)
q,
Instn<nec and Bonding Rctinimllents (Form 8)
l a.
st
(Amnict or Interest Arndavh (Fta•n 9)
Vendor Declaration Stalenlent (Forst 10)
Immigration Law Affidavit Certilicolion
(Forel 1 1)
Vendor Substitute W-9 (Form 12)
Bidders Checklist (Form 13 — this 1<lrnt)
1�3usines tax receipt (Collier Conor!
13umurcros 00y)
Signed C.lrants lQuAsions, Package (il'
a1'1't R AC
Cop ics orrcquired inCormatitill have been attached
(l. Company s I-Verii}' pnTle page m mcntot'lmdum of umiew,inding
tt. Certificate ort` Authority to Coudnct Rnsinv<s in State of Florida
J13. Any letluired piolession l licenses valid and current
tie: (rcneral Contractors license, Underground I hility and Fy,cavation, 13ttilders,
Trade COW"Om ate., as applicable, rerluestcd anther rctluu•ed. )
j Its. It' rctluired, the auitount of 13id bond has been cheeked. and the 'Birt bond or cashier's check has been
submitted.
A 1. Any adhnda hazyv been signed and aeknowledgmu nt Awm attached and hwhtileoi.
X12. The Bid will he uploaded in time to be receiver( no later than the spcc.iricd oi�c»il7sa��iatc ankh tune, otherwise
the Bid cannot be considered_
r 7 1
- r ...f,,
i4ddcr Name
it,nature it 'ride )Ulu
`CSO
E Verify.
Wekome C -9-Y UserlD Z MENU
Annette Nina Zep Construction, Inc ANW531
Company Information
1 Canww Nam*
company M Numbor
Doing Busloom As (DBA) Ham
Zap Construction, Inc.
394545
DUNS Numbs
067226118
Physical Location
Mulling Address
Address I
Address I
7802 Joan Blvd.
Addross 2
Address 2
city
city
Fort Myers
state
state
Ft.
i Zip Code
Zip Code
33967
county
LEE
Additional Infonnation
EnToomiff k%nWkWIon Number
761:0 limber of Emplolmoas
ParontOrganbcallon
591448314
Admtnblrator
20 to 99
None
Organbution Designation
ErnploM Category
None of these categories
apply
FV—I.,—, I–Edit
NAILS Code
Total 1,11king SK"
ToW Pouft of contact
237 - HEAVY AND CIVIL
1
3
ENGINEERING
F;;1Edl1
Flo;�/Edltj
CONSTRUCTION
L ---------- i
View 0491nal MOU Templato
I vio.". 14Oul-
Last Login: 02MV209 " PM
U.S. Department of Homeland Seoutty US. Ctdzenft and tmmiWation Servtm
Enable Pomunom Tooftips Acmsilglity Download Vlevvers
-A�
Ft.ORtDA DEPARTMENT 0 STATS DIVISION of CORPORATIONS
I7eoartmynt -�f Sta,e 1 Div_isi2n of :�_mrelons / Se, fgh fiecords / Detail 6 Document.Number /
Detail by FEI/EIN Number
Florida Profit Corporation
ZEP CONSTRUCTION, INC.
Filing Information
Document Number
422245
FEI/EIN Number
59-1448314
Date Filed
03/29/1973
State
FL
Status
ACTIVE
Last Event
AMENDMENT
Event Date Filed
12/30/2005
Event Effective Date
NONE
Principal Address
7802 JEAN BLVD.
FORT MYERS, FL 33967
Changed: 01/04/2010
Mailing Address
7802 JEAN BLVD.
FORT MYERS, FL 33967
Changed: 01/04/2010
Registered Aaent Name & Address
ZEPCEVSKI, JOVAN A.
7802 JEAN BLVD
FT. MYERS, FL 33967
Address Changed: 01/04/2010
Officer/Director Detail
Name & Address
Title PST
ZEPCEVSKI, JOVAN A
7802 JEAN BLVD
FT MYERS, FL 33967
Title VP
ZEPCEVSKI,TERESA
7802 JEAN BLVD
FT MYERS, FL 33967
Title VP
SCRIBNER, KIRK
7802 JEAN BLVD
FT MYERS, FL 33967
Annual Reports
View image in PDF format
Report Year
Filed Date
2017
03/17/2017
2018
03/27/2018
2019
04/02/2019
Document Imanes
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t7-110 212 0`:9 -- p�NIJUAL f2EP013'}'
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031271201E -- ANNIJALREP.Qj '
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US/17/20:7-_-A NNUAL.REPOUTF
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02/09120,16 --ANNUAL REPORT
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01/07/2015 --ANNUAL REPORT
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03/19120141 --ANNUAL REPORT
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01/21/2013 --ANNUAL. REPORT
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011061^012 -- ANNUM. REPORT I
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01/031201 i ANNUAL. REPORT
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011G4/2tJ 0 -• ANNUAL REPORT
...........................--...--_................. _.
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01lC!5/2C09 NUAL REPORT
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01107/2008 -- ANNUAL REPORT
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01/0312007 — ANNUAL REPORT
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01/04/2005 -- ANNUAL. REPORT
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121301200ti -- Amendment
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ANNUAI,REPURT
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Q217G1200 m --ANNUAL REf'QRT
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02110/2003 __ ANNUAL REF't)RT
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02U4/2002 — ANNUAL REPORT
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01/27/2001 --ANNUAL REPORTaiew
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0112012000 --,ANNUAL REPORT
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0 311 1 /1 9 9 0 ---ANNUAL REPORT
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03/0 -- AfJNUAI. REPORT
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03/25/1R97 --ANNUAL. REPORT[
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0412411998 -- ANNUAL REPORT
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qf
State Florida
Department of State
I ccrtify from the records ofthis office that ZEP CONS'1RUCTION, INC. is a
corporation or(laniMl under the laNVs ol'the State ofTlorida, filed on March 29,
1973.
Me tloctmient number of*this corporation is 422245.
I further certily that said corporation has paid all fees due this office through
December 31, 2019, that its most recent annual report/unitbim business report.
eras filed on April 2, 2019, and that its status is active.
I further certify that said corporation has not filed Articles of*Dissolution.
Given under n{)} hand anal the
Great Seal of the State of Florida
at Tallahassee, the Cahitat, this
the Second rlgp oj'ftAril, 20.19
Truciaing Number 91748,1227GCC
14
I Aw�f&
Secr of ai- qf Strafe
To authenticate this cerdricate,sisit the follmsing, site,enter this number, and then
l'ollow Uac instructions displayed.
htIpsalservices.sunhix.org/11Ii€igs/C'erIilica 1(-0 Matus/CerIiiicateAuthentication
I
Florida Department of Transportation
RON JWSANTIS 605 Stm,minev Slrce[ lil.�'LNJ,'1'ill13AUl;C
cuWEMOR Tall:thassce, Fl, 32399-0450 tira'Itr:r,�Ity
WT MYFRr, FLORW 31907
RE: 0=11NATV OF OTAIFICAT1511
War Si rimansurn
T
ink a d I',s;tow. Unless your coxpon tl,--s
_uatific..,.t'r ,€11 oxvire 3/30/2023. 1itw oi, E,.._ n,. anolication is Om 1/31!2020
In accordance with 5.337.14 (1) F.S. your next application must be filed within (4)
months of the ending date of the applicant's audited annual financial statements.
If your company's maximum capacity has boon revised, you can access it by logging into
the Contractor Prequalification Application System via the following link,:
HTTPS://fdotwpl.dot,state.fl,us/ContractorProQualification/
Once logged in, select "View" for the most: recently approved application, and then
click the "Manage" and "Application Summary" tabs.
FDOT APPROVED WORK CLASSES:
1,000 ..,,,. .0 FWAH, P43ON..RI W in � �_... .
Nn , R HWO: x, a : - CURVED STEX1. l..I RCERS, X 1 . P10 .. I 0 `, pwvwD
Id.. ., +3 3 t r '{'' ) .,! I.I,i, fit ttl.,.. ;, .i x,v i•'.;i .>�'� PRIDGES, ,:I:.._rt'„0, X. „0,., ,
.EN+:.HOI, , SHEET ._..,.IK, 1511,15D SHAFTS, 10XVIIANEOUS ,.,..INE rt; M „h*,
Yo" ray opply ._. a Revised Cor0fianvo of at any P.hx,
sj,Wl,i n :r<',t.o, ac ri 0 ae tifiurat ,.,crnordinq Lo Noation 14-22,0041(3), f•`loridtt
„ ,a ,_ , i i :�ru14 F
...:. ), nx a: itsj y=r .,re'r:;t 1 e.r;ttllt. l, y ..hI;11cok.Lan t1,:
on . .11000n? "Uc iato" instwol of "VI -w." If ext,if:icat loo in ... 1;' .rat i;7
.k,:tml nt ;t. it..i t;, n !,.d I n .Ah':'w thai. ):)u.'
b4'lVw (dot.gov
ti
2EP CONSTRUCTION, INC.
February 1, 2019
Page Two
All prequalified contractors are required by Section 19-22.006(3), F.A.C., to certify
their work underway monthly in order to adjust maximum bidding capacity to available
bidding capacity. You can find the link to this report at the website shown above.
AA:cj
Sincerely,
Alan Autry,, nager
Contracts inistration Office
c1
STATE OF -,,FLORIDA DEPARTMENT
PSIN6S'�AMI DEPARTMENT
bR6 r6"'BU
-' ' , ?`6K 'J
GUf- :tA"TI
CGC051662,�
GENERAL ,C
QN
�NQOP,
I IENDR16K6 ',Obij&M 4 Y01
ZEP CONSTR N
I ASTAJUTC$
0 C: C N �SC D U N D T C.
N 0
TION D Tl�-"
EXPIRATION 2
f
f
EXHIBIT A-3: CONTRACTOR'S KEY PERSONNEL ASSIGNED TO THE PROJECT
Name
Simon Zepcevski
Jovan Zepcevski
Personnel Category
Construction Superintendent
Project Manager
10
Construction Services Agreement: Revised 072118
EXHIBIT B-1: PUBLIC PAYMENT BOND
19-7609
Bond No, 013129448
Contract No. 19-7609
KNOW ALL MEN BY THESE PRESENTS: That zeoconstmahn Inc
7802 Jean Boulevard, Fort Myers, Florida 33967 , as Principal, and
Liberty Mutual Insurance Company as Surely,
located at 175 Bemeley Street. Boston. Massachussefts 0911 A (Business
Address) are held and firmly bound to collier county as Obligee in the
SUM Of Four Hundred Ninety Nine Thousand Nine Hundred Eighty Seven and .501100 ($ 499987.50 ) 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 26th day of September
20 19 with Obligee for Sunshine Boulevard Sidewalk and Pedestrian Badge In
accordance with drawings and specifications, which contract is
incorporated by reference and made a part hereof, and Is referred to herein as the Contract.
THE CONDITION OF THIS BOND Is that If Principal:
Promptly makes payment to all claimants as defined in Section 255.05(1), Florida Statutes,
supplying Principal with labor, materials or supplies, used directly or indirectly by Principal in the
prosecution of the work provided for in the Contract, then this bond Is void; otherwise it remains
in full force.
Any changes in or under the Contract and compliance or noncompliance with any formalities
connected with the Contract or the changes do not affect Sureties obligation under this Bond.
The provisions of this bond are subject to the time limitations of Section 255.05(2). In no event
will the Surety be liable in the aggregate to claimants for more than the penal sum of this Payment
Bond, regardless of the number of suits that may be filed by claimants.
IN WITNESS WHEREOF, the above parties have executed this Instrument this 26th day of
September 2019 , the name of each party being affixed and these presents duly signed
by its under -signed representative, pursuant to authority of Its governing body.
1
Cgnetrucllon Services Agreement: Revised 072118
Signed,led a deliv ed 1
in the p es n of:
d
itnesses as to Principal
STATE OF Flirol,
COUNTY OF GU
The TorEg�Ing instru enl was ack y✓ledga
by_V�K x�1
M. -
PRINCIPAL
r
ZEP CONSTRUCTION, INC.
BY:�
NAM. 9ircw Zti1Mi'rAii
ITS:
before me
on behalf of the
as identification
My Commission Expires: cam/ �i3 � �J //Uli2f Noe -
(S' ature of Notary)
.yz q Notary PVGK Sureb FlOride
`� Annette V Niue y�� V
,� � My Conmu.w cc 2eaBW NAME: 'I /
Oe Ezpro. 02/112020 (Legibly Printed)
(AFFIX OFFICIAL SEAL)
ATTEST:
Witnesses to Surety
Notary Public, State of
Commission No.:
SURETY:
LIBERTY MUTUAL INSURANCE COMPANY
(Printed Name)
175 Berkeley Street
apston.M == F == n=0211e
(Business Address
(Authorized Signature)
(Printed Name)
2
Con.tructlon Services Agreement: R.O..d 072118
�.� ..;..,,,; -....,c;
:.,..<.,
\': .i:
lJplYi aR::tivu9Y �:.:
'k.� Z
ssaP v•,,..�.. �.:,
J�
exussc,.,o...,,,M�.
ij
1, �
CSC:: SUrt wd
AN'.A^h"S^•� fN.......�
.
OR
L7 I
�--
ness s
STATE OF
COUNTY OF
Flonda
Lee
VTC Insurance Group
bUZU Polo Fine Circle, burte
Fart Myers Florida 33912
(Business Address)
(239)2]5-8 26
(Telephone Number)
The foregoing instrument was acknowledged before me this 26th dayof September
20 19 by Wendy L Hingson as
Attorney -In -Fad Of Liberty Mutual I C V .Surety, On
behalf of Surety. *M/She is personally known to me OR has produced
N/A as identification and who did (did not) take an
oath, �n
My Commission Expires: ➢ I 1 1�
(Signature)
.u1n� Notary Pudk SOiad Fbnda
Y Dawn M Onzo Name: Dawn M. Onzo
Ary Commssion GG ]28505
ewre. aerotaaa (Legibly Printed)
(AFFIX OFFICIAL SEAL) Notary Public, State of: Florida
Commission No.: GO 329505
3
Construction Services Agreement: Revised 072118
EXHIBIT B-2: PUBUC PERFORMANCE BOND
19-7609
Bond No'013129448
Contract No. 19-7609
KNOW ALL MEN BY THESE PRESENTS: That zep Construction. Inc.
as Principal, and Liberty Mutual Insurance Company
, as Surety, located at
175 Berkeley Street Boston 14 �asaac_tiuccPttc n211 a
(Business Address) are held and firmly bound
Collier County , as Obligee in the
Four Hundred Ninety Nine Thousand Nine Hundred Eighty Seven and .501100
to
sum of
($ 499.987.50 for the payment whereof we bond ourselves, our heirs, executors, personal
representatives, successors and assigns, jointly and severally.
WHEREAS, Principal has entered into a contract dated as of the day of
20 with Obligee for
Sunshine Boulevard Sidewalk and Pedestrian Bridge In
accordance with drawings and specifica ons, which contract Is Incorporated by reference and
made a part hereof, and is referred to heripin as the Contract.
THE CONDITION OF THIS BOND is that if Principal:
1. Performs the Contract at the times and in the manner prescribed in the Contract; and
2. Pays Obligee any and all losses, damages, costs and attorneys' fees that Obligee sustains
because of any default by Principal under the Contract, including, but not limited to, all delay
damages, whether liquidated or actual, Incurred by Obligee; and
3. Performs the guarantee of all work and materials furnished under the Contract for the time
specified in the Contract, then this bond is void; otherwise it remains in full force. Any changes in
or under the Contract and compliance or noncompliance with any formalities connected with the
Contract or the changes do not affect Sureties obligation under this Bond.
The Surety, for value received, hereby stipulates and agrees that no changes, extensions of time,
alterations or additions to the terms of the Contract or other work to be performed hereunder, or
the specifications referred to therein shall in anywise affect its obligations under this bond, and it
does hereby waive notice of any such changes, extensions of time, alterations or additions to the
terms of the Contract or to work or to the specifications.
This Instrument shall be construed in all respects as a common law bond. It is expressly
understood that the time provisions and statute of limitations under Section 255.05, Florida
Statutes, shall not apply to this bond.
In no event will the Surety be liable in the aggregate to Obligee for more than the penal sum of
this Performance Bond regardless of the number of suits that may be filed by Obligee.
14
Construction Services Agreement: Revised 072118
IN WITNESS WHEREOF, the above parties have executed this instrument this 26th day of
September 2019 , the name of each party being affixed and these presents duly
signed by its undersigned presentative, pursuant to authority of Its governing body. -
in
e
as
STATE OF F/6r:✓s
COUNTY OF Gu
PRINCIPAL
ZEP CONSTRUCTION, ING ` �t
c
NAME:
The foregoing instrument wa ` a
acknowled ed before this,y of AfJ h
20) q spy L C g as
R.E,4j La of X,.ED C�K.s 1�11L r�hi. /!fes a
�',(,,og_corporation, on ben fof th corporation. Helshe Is personally known
to me OR has produced as
identification and did (did not) take an oath.
M
on Ex ire.: /
nature)
m PV StN atFlaids�lrev G�on.aIV=3 zmead Name:
biO�" � (Legibly Printed)
(AFFIX OFFICIAL SEAL) Notary Public, State of
Commission No.:
is
Constmdlon SeMces A9teemenC Revlsed 0]2118
P �W
llhTs 10 wua zfkfllq Yl&4Ml
GSsiti V StiennA
_ , il' � dtt'cB:iS Ju re,•clrr>~»3 �A4 � �%'�
• ai`t,.��yi:`^F:'"'C.'�:t�,�Y4v�vdgr`4:4.�,n�` �/`�b
ATTEST: SURETY:
LIBERTY MUTUAL INSURANCE COMPANY
(Printed Name)
1Jt Rahwlay Straat
Bostan, Massachussetls 02116
(Business Address)
(Authorized Signature)
Witnesses as to Surety (Printed Name)
STATE OF Florida
COUNTY OF
OR
1
AsAttorne Fad
i9 12
(AttacherofAttorney)
Wendy L. Hingson
,.
(Printed Name)
VIC Insurance Grou
SM 0 o mo n e, u,te 2
Fort Myers Flonda 33912
(Business Address)
(239)275-8226
(Telephone Number)
The foregoing instrument was acknowledged before me this 26th day of September ,
2019 , by Wendy L. Hinson ,as Attorney -In -Fad of
Lbeny Mutual Insurance C¢rnpany a Massachusetts Surety, on behalf of
Surety. )No/She is personally known to me OR has produced
NIA as ide tific n and who did (did not) ke th.
My Commission Expires: ����
kmature)
yynry, -
D=Za?tate otFbi¢e
JJXmwon GG 338505 SITE: Dawn M. Or,zo
i�«Td% IigNroe oermrzom (Legibly Printed)
(AFFIX OFFICIAL SEAL) Notary Public, State of. Florida
Commission No.: GG 326505
8
Canstrvcllon SeMces Agreement: ReNaed 072118
CA(
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
This Power offittomey limits the acts of those named herein, and they have no authority to bind the Company except In the manner and to the extent herein staled.
Compound No. T21BB62
Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company Wes(Amedcan losidrence Company
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS'. That The Ohio Casually Insurance Company Is a corporation duly organized under the laws of the Stale of New Hampshire, that
Liberty Mutual Insurance Company is a corporation duty organized under the laws of the Stale of Massachusetts, and West American Insurance Company is a corporation duly
organized under the laws of me Stale of Indiana (herein collectively called the 'Companies'), pursuant to and by authority herein ser forth, does hereby name, constitute and appoint,
Dawn M. Onzo; Wendy L. Hinson
all of the city of Fart divers _state of FL each individually it there be more than we named, its lone and headed atamey-m-fact to make, execute, seal acknowledge
and dahve, harridan its behalf as surety and as its coq and all any and all undertakings, bands, recognisances and other surely obligations, in procedure of these presents and shall
be as binding upon the Companies as 9they have been duly signed by the president and attested by the seoetary of the Companies in their own proper persons.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an i umonzed ohmur or official of the Companies and the corporate seals of the Companies have been affixed
Nxrelothis Sm dayof _April 2017
east
T °+^ `"�� ,c".ry1 ���„°•;� The Ohio Casualty Insurance Company
^ 0 Liberty Mutual Insurance Company
m
0
0
c
1911 19)3 ° 1991
i _ Insurance Company
Zest
N
• By:
si
STATE OF PENNSYLVANIA ss David M. Care,A.mwnt Secretary
N
«al
COUNTY OF MONTGOMERY
d pl
On this Sth day of Apel 2017 bafare me possonally appeared David M. Carey, with acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance
01-
0 Wm
W Company, The Ohio Casualty Company, and West Arrerkan Insurance Company, and Mabein
Mat he, as such, g author do. execute the foregoing instrument for the purposes
>,z0
p,
mereln conlanad by signup on behalf of the corporations by himself as a duty auumrized thou,.
mW
m
d>
IN WITNESS WHEREOF, I have hereunto aubunbed myname and ahlxed my notarial seal at King 0 Famous. Pennsylvania, a a the defend year first above whom.
:E
Oa
-mj
9
COMNOXWFALTN OF PENNSYWRNIA .%�
O/,
QM
C
Noonan sed ,,`',�''
By:
O p'
N
0
Teresa Palkay. Nomry, Pubnc
uocarnk,oniMontwr wcwmy Teresa Prince, Notary Public
CpnmKsion Espen MONI 24,2011aTM1Is
0..od
nMy
Power of Attorney Is made end executed pueulhorityof the fallowing By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual
4Y p
Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows:
”
«e
ai
ARTICLE N -OFFICERS -Section 12. Poweroffitmney, Anyetficeor otheromdalofthe Corporation authorized for lhatpurpose in writing by the Chairmanorthe President, erre subject
Oe
'a
to such 5mltatian as the Chairman w the President may prescribe, shall appoint such atomeyo indacl, as may be necessary to act in behalf of the Corporation to make, execute, seal,
u
acknowledge and deliver as surety any and all undedadrgs,bonds, rewgnrzances and other surety obligations. Such ataneysin fact, subject m the limitations set form In Bleirrespective
vx
E m
powers d allorney, shall have lug poser to bird the Corporation by their signature and execution any won mstum
tion of n i and to attach thereto the seal of me Corporation. When an
'q0
p`
executed, sNdl msbuments shall be as herding as tripled by the President and cube tato byte Secretudy Any pmwror authority granted happy moresenlativeaafomey4nufxcl under
>d
a
thpmvisimsofthisaro emaybemvokedalanytmebythe Board.the Chaisman,lhe Presidentmbytheoffimmohpersgmntng wchp mroraumonty.
Ya
0
me
ARTICLE Execution of Contrasts -SECTION 5. Sure Bonds and Undertakings. Cancer of tie Company aulhoized fm mat
ry 9 Y P Y purpose 6ytlhtlhimhn or the president
�
C�
> m
and subject to each limitations as the chairman nitre president may presrnbe, shall appoint such almmeys-infect as may be necessary to ad in behaff of the Company brings ke,execute,
C�
oseal
acknowledge and runner as surety any and all undertakings, berds, recogn'uances and other surely obligations. Such attomeysin-fact subject b the limitations set farm In their
c Of
u
resprt pavers of attorney, shag have full pawerto bind the Company by their signature and execution of any such Instruments"to attach thereto the seat of the Company. whearro
00
oxecubd earl instrument shalt be he thali g as if signed by the president and atesled by the secretary
o m
Cardficate of Designators - The President of the Company, acting pursuant to the Bylaws of he Company, authorizes David M. Carey, Assistant Secretary to appoint such aiomeys-in
E
W as may be necessary to act on behalf of the Company to make, execute, coal, acknowledge and deliver as surely my and all undertakings, bonds, recognizmces and other surely
obligations.
Authodsallon - By unanimous consent of the Company's Boat of Operators, the Company consents that fersimile or mechanically reproduced signature of any assistant secretary of the
Company, wherever appearing upon a certified copy of any power of attorney Issued by the Company in connection wit surety bonds, shall be valid and binding upon the Compani
me same force and effect as though rrmmlally affixed.
I, Renee C. Llewehim ere urdersg tl, Aud i Secretary. The Oho Casualty Insursnm Company, Iiberry Mdual Insurance Company, cad West American In ocame Company cit
hereby --* mal the mgmd power of atomey of which the foregoing is a NII thus and wrest copy of me Power at Allow axewleE In sad ,Cumpanres:A,jn fug lase and eke and
has rpt hem newked
IN TESTIMONY WHEREOF, I have hereunto cel my hand and amxetl the seats of said Companies this day of '•�. ,p �7
J�'i•`�k 9 i a
F
a Im9 1912 BY:
W s ° Renee C. Lie ,�. ssistant Secretary
q .,
142of25o
Lets 12673 WN17
EXHIBIT B-3: INSURANCE REQUIREMENTS
The Contractor shall at its own expense, carry and maintain insurance coverage from responsible
companies duly authorized to do business in the State of Florida as set forth in EXHIBIT B of this
solicitation. The Contractor shall procure and maintain property insurance upon the entire project,
if required, to the full insurable value of the scope of work.
The County and the Contractor waive against each other and the County's separate Contractors,
Design Consultant, Subcontractors, agents and employees of each and all of them, all damages
covered by property insurance provided herein, except such rights as they may have to the
proceeds of such insurance. The Contractor and County shall, where appropriate, require similar
waivers of subrogation from the County's separate Contractors, Design Consultants and
Subcontractors and shall require each of them to include similar waivers in their contracts.
Collier County shall be responsible for purchasing and maintaining its own liability insurance.
Certificates issued as a result of the award of this solicitation must identify "For any and all work
performed on behalf of Collier County", or, the specific solicitation number/contract number and
title.
The General Liability Policy provided by Contractor to meet the requirements of this solicitation
shall name Collier County, Florida, as an additional insured as to the operations of Contractor
under this solicitation and shall contain a severability of interests provisions.
The Certificate Holder shall be named as Collier County Board of County Commissioners, OR,
Board of County Commissioners in Collier County, OR Collier County Government, OR Collier
County. The Certificates of Insurance must state the Contract Number, or Project Number, or
specific Project description, or must read: For any and all work performed on behalf of Collier
County.
The amounts and types of insurance coverage shall conform to the minimum requirements set
forth in EXHIBIT B with the use of Insurance Services Office (ISO) forms and endorsements or
their equivalents. If Contractor has any self-insured retentions or deductibles under any of the
below listed minimum required coverage, Contractor must identify on the Certificate of Insurance
the nature and amount of such self- insured retentions or deductibles and provide satisfactory
evidence of financial responsibility for such obligations. All self-insured retentions or deductibles
will be Contractor's sole responsibility.
Coverage(s) shall be maintained without interruption from the date of commencement of the Work
until the date of completion and acceptance of the scope of work by the County or as specified in
this solicitation, whichever is longer.
The Contractor and/or its insurance carrier shall provide thirty (30) days written notice to the
County of policy cancellation or non -renewal on the part of the insurance carrier or the Contractor.
The Contractor shall also notify the County, in a like manner, within twenty-four (24) hours after
receipt, of any notices of expiration, cancellation, non -renewal or material change in coverage or
limits received by Contractor from its insurer and nothing contained herein shall relieve Contractor
of this requirement to provide notice. In the event of a reduction in the aggregate limit of any policy
to be provided by Contractor hereunder, Contractor shall immediately take steps to have the
aggregate limit reinstated to the full extent permitted under such policy.
17
Construction Services Agreement: Revised 072118
Should at any time the Contractor not maintain the insurance coverage(s) required herein, the
County 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. If Contractor fails
to reimburse the County for such costs within thirty (30) days after demand, the County has the
right to offset these costs from any amount due Contractor under this Agreement or any other
agreement between the County and Contractor. The County 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 County 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.
If the initial or any subsequently issued Certificate of Insurance expires prior to the completion of
the scope of work, the Contractor shall furnish to the County renewal or replacement Certificate(s)
of Insurance not later than ten (10) calendar days after the expiration date on the certificate.
Failure of the Contractor to provide the County with such renewal certificate(s) shall be considered
justification for the County to terminate any and all contracts.
18
Construction Services Agreement: Revised 072118
Collier County Florida
Insurance and Bonding Requirements
Insurance I Bond Type
Required Limits
1. ❑ Worker's Compensation
Statutory Limits of Florida Statutes, Chapter 440 and all Federal Government
Statutory Limits and Requirements
Evidence of Workers' Compensation coverage or a Certificate of Exemption issued
by the State of Florida is required. Entities that are formed as Sole Proprietorships
shall not be required to provide a proof of exemption. An application for exemption
can be obtained online at https://apps.fldfs.com/bocexempt/
2. ❑ Employer's Liability
$ `single limit per occurrence
3. ❑ Commercial General
Bodily Injury and Property Damage
Liability (Occurrence Form)
patterned after the current
$ single limit per occurrence, $2,000,000 aggregate for Bodily Injury
ISO form
Liability and Property Damage Liability. This shall include Premises and Operations;
Independent Contractors; Products and Completed Operations and Contractual
Liability.
4. ❑ Indemnification
To the maximum extent permitted by Florida law, the ContractorNendor/Consultant
shall defend, indemnify and hold harmless Collier County, its officers and employees
from any and all liabilities, damages, losses and costs, including, but not limited to,
reasonable attorneys' fees and paralegals' fees, to the extent caused by the
negligence, recklessness, or intentionally wrongful conduct of the
ContractorNendor/Consultant or anyone employed or utilized by the
Contractor/Vendor/Consultant in the performance of this Agreement.
5. ❑ Automobile Liability $ Each Occurrence; Bodily Injury & Property Damage,
Owned/Non-owned/Hired; Automobile Included
6. ❑ Other insurance as ❑ Watercraft $ Per Occurrence
noted:
❑ United States Longshoreman's and Harborworker's Act coverage shall be
maintained where applicable to the completion of the work.
$ Per Occurrence
❑ Maritime Coverage (Jones Act) shall be maintained where applicable to the
completion of the work.
$ Per Occurrence
❑ Aircraft Liability coverage shall be carried in limits of not less than $5,000,000 each
occurrence if applicable to the completion of the Services under this Agreement.
$ Per Occurrence
IN -.
$ Per Occurrence
❑ Professional Liability $ Per claim & in the aggregate
• $1,000,000 per claim and in the aggregate
• $2,000,000 per claim and in the aggregate
❑ Project Professional Liability
❑ Valuable Papers Insurance
$ Per Occurrence
$ Per Occurrence
19
Construction Services Agreement: Revised 072118
❑ Cyber Liability $ Per Occurrence
❑ Technology Errors & Omissions $ Per Occurrence
7. ❑ Bid bond Shall be submitted with proposal response in the form of certified funds, cashiers'
check or an irrevocable letter of credit, a cash bond posted with the County Clerk, or
proposal bond in a sum equal to 5% of the cost proposal. All checks shall be made
payable to the Collier County Board of County Commissioners on a bank or trust
company located in the State of Florida and insured by the Federal Deposit Insurance
Corporation.
8. ❑ Performance and For projects in excess of $200,000, bonds shall be submitted with the executed
Payment Bonds contract by Proposers receiving award, and written for 100% of the Contract award
amount, the cost borne by the Proposer receiving an award. The Performance and
Payment Bonds shall be underwritten by a surety authorized to do business in the
State of Florida and otherwise acceptable to Owner; provided, however, the surety
shall be rated as "A-" or better as to general policy holders rating and Class V or higher
rating as to financial size category and the amount required shall not exceed 5% of
the reported policy holders' surplus, all as reported in the most current Best Key Rating
Guide, published by A.M. Best Company, Inc. of 75 Fulton Street, New York, New
York 10038.
9. ❑ Consultant shall ensure that all subcontractors comply with the same insurance requirements that he
is required to meet. The same Consultant shall provide County with certificates of insurance meeting
the required insurance provisions.
10. ❑ Collier County must be named as "ADDITIONAL INSURED" on the Insurance Certificate for
Commercial General Liability where required. This insurance shall be primary and non-contributory with
respect to any other insurance maintained by, or available for the benefit of, the Additional Insured and
the Contractor's policy shall be endorsed accordingly.
11. ❑ The Certificate Holder shall be named as Collier County Board of County Commissioners, OR, Board
of County Commissioners in Collier County, OR Collier County Government, OR Collier County. The
Certificates of Insurance must state the Contract Number, or Project Number, or specific Project
description, or must read: For any and all work performed on behalf of Collier County.
12. ❑ Thirty (30) Days Cancellation Notice required.
Consultant's Insurance Statement
We understand the insurance requirements of these specifications and that the evidence of insurability may
be required within five (5) days of the award of this solicitation.
Name of Firm
Consultant
Signature
Print Name
Insurance Agency
Agent Name
Date
Telephone Number
20
Construction Services Agreement: Revised 072118
1c
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 $ to be
received, ("Contractor") releases and waives for itself and it's
subcontractors, material -men, successors and assigns, all claims demands, damages, costs and expenses,
whether in contract or in tort, against the Board of County Commissioners of Collier County, Florida, relating in
any way to the performance of the Agreement between Contractor and Owner, dated
,20 for the period from to . This
partial waiver and release is conditioned upon payment of the consideration described above. It is not effective
until said payment is received in paid funds.
(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, shall be fully satisfied and paid upon Owner's payment
to Contractor.
(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.
Witness
President
Witness
STATE OF
COUNTY OF
CONTRACTOR
BY:
ITS:
DATE:
The foregoing instrument was acknowledged before me this day of
20 , by , as of
known to me or has produced
(did not) take an oath.
My Commission Expires:
(AFFIX OFFICIAL SEAL)
[Corporate Seal]
corporation, on behalf of the corporation. He/she is personally
as identification and did
(Signature of Notary)
NAME:
(Legibly Printed)
Notary Public, State of
Commissioner No.: _
21
Construction Services Agreement: Revised 072118
EXHIBIT D
FORM OF CONTRACT APPLICATION FOR PAYMENT
Collier County Board of County Commissioners the OWNER or Collier County Water -Sewer
Owner's Project
Manager's Name:
Date:
Bid No.
Project No.
Shall be signed by an authorized
representative of the Contractor.
County's Division Name
Professional's Name:
Purchase Order No.
-Design
Submitted by Contractor
Representative: Name
-Signature:
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by:
Application Date:
Contractor's Name &
Address:
Date:
Payment Application No.
Original Contract Time:
Original Contract Price:
$
Revised Contract Time:
Total Change Orders to Date:
$
Revised Contract Amount:
$
Total Value of Work Completed &
Stored to Date:
$
Retainage @10%
through [Insert Date]
$
Retainage @ 10% through [Insert
date]
$
Retainage @ %
after Insert date
$
Less Retainage
$
Total Earned Less Retainage
$
Less previous payment(s
Percent Work Completed
to Date:
%
AMOUNT DUE THIS
APPLICATION:
$
Percent Contract Time
Com leted to Date:
%
Liquidated Damages to
Be Accrued
$
Remaining Contract Balance
$
ATTACH SCHEDULE OF VALUES AND ACCOMPANYING DOCUMENTATION TO THIS APPLICATION
CONTRACTOR'S CERTIFICATION:
The undersigned CONTRACTOR certifies that: (1) all previous progress payments received from OWNER on account of
Work done under the Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR
incurred in connection with Work covered by prior Applications for Payment numbered 1 through inclusive; (2) title
to all materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment
will pass to OWNER at time of payment free and clear of all liens, claims, security interests and encumbrances (except such
as covered by Bond acceptable to OWNER); (3) all amounts have been paid for work which previous payments were issued
and received from the OWNER and that current payment is now due; and (4) CONTRACTOR has only included amounts
in this Application for Payment properly due and owing and CONTRACTOR has not included within the above referenced
amount any claims for unauthorized or changed Work that has not been properly approved by Owner in writing and in
advance of such Work.
Contractor's Name
Contractor's Signature:
Date:
Type Title:
Shall be signed by an authorized
representative of the Contractor.
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by:
Professional's Name:
-Design
Date:
-Signature:
Payment to the CONTRACTOR for the above AMOUNT DUE THIS APPLICATION is recommended by:
Owner's Project Manager Name:
Si nature:
Date:
22
Construction Services Agreement: Revised 072118
EXHIBIT D (Continued) SCHEDULE OF VALUES
Project Name: Project Number.
Date:
Period To:
ITEM DESCRIPTION SCHEDULED WORK COMPLETED STORED TOTAL PERCENT BALANCE 10% _% TOTAL
NUMBER VALUE MATERIALS COMPLETE COMPLETE TO FINISH RETAINAGE RETAINAGE RETAINAGE
PREVIOUS APPLICATIONS THIS &STORED (reducednte) WTHHELD
THRU DATE I SINCE DATE PERIOD TO DATE
TOTALS
Explanation for the two columns under Previous Applications: The Thru Date is where you will place all information until the contract is complete unless a release or reduction of retainage issue cor
into play. If this happens, all information up to the date of the % change in retainage is placed in the Thru Date column. Information after that date is placed in the Since Date column. This states
What has happened since the change in retainage.
23
Construction Services Agreement: Revised 072118
Exhibit D
(Continued) Stored Materials Record
Formula: A+B-C-D=E
A B C D E
Invoice Previously Received Previously Installed Balance To
Date Description Supplier Number Received This Period Installed This Period Install
24
Construction Services Agreement: Revised 072118
EXHIBIT E: CHANGE ORDER
An electronic data entry form may be found at:
http://bccsp0l/SiteDirectory/ASD/Purchasing/Formsl/Forms/Default.aspx
Change Order Form
Contract*: Change #:= Purchase Order#: II Projects:
ContractortFirm Name:1 Project Name: F
Project ManagerNamel— � Department:
Original ContractWc-r'k Order Amount
Criginal BCC Apprwal Dat=; Agenda Item
Current BCC Ap,rrcved Ant€aunt
Inst @CC Approval Dsts: Agenda hent#
Current ContrsctAili ork Order Amount
SAF Contract Expiration Date (Master)
Dollar Ameuntof this Change
40IWO!
Total ChsNe from CriginalAnxwnt
Revised Ccntract%h/ ork Order Total
S
aoo
*'-Iwo,
-o!
I ChsngeI'mmCurrent BCC Appr wed Amunt
Cumulati C ha nges
0.00#I
I i
Ch ang efrom CtarentAnmunt
e Completion Date, Description of the Task(s) Change, and Rationale far the Change
Notice to Proc 11 Original = LastApprovedRevised Date
Date Completion Dat Date 01..ri:.11-onaN'3;
ffofDaysAdded 5electTasks ❑! Add newtask(s) 0 Deletetask(s( 0 Changetask(s) (3Other:eeo�,:Y i
Provide a resp on se to the fol lowing: 1.)detai led and specific exp lanationlratio hale of the requested changes} to the tasks) and I or
the additional days added (if requested}; 2.jwhy this changewas not included in the original contract; and, 3.) describe the impact if
this change is not processed. Atte h 'dtisral inforrnatior from the Desert Frofessior I d"Or Contractor 4 r_eded.
Prepared by: - Date:
(Pro t Wa,ragsr Name and DeEanrtentt
Accept arceofIhis Char,e Order shall ccrstituleamo2iircatiortocortr_:t'rrorkordertiertfi l3boveardMllE?sut cttoailth>_same
f_rms ars: con=3==?�,rs as cor<<t5rne3 rrthe cors#ra , •rook or3_r irdicated stove, as fuity as flbe sarrteYrere sU-taa rn?h3s aanoe. TPS
adjustmarI, if any, to the Contract shaIt corsli os a full and fir sl sell l_rrvrt of ary and all claims of its Cor;trsctor t VerdoO Cora L'tart7
Des igr Professional arislry out of or set forth herein, in„udirg cf3ims for impact and delay costs,
Accepted by: Date: _
;Corractor Vodor!Corsuhart Desi;nPrci ioraland(Na.ms=ofFirm,dprolectapplic-abe}
Approved by: Date:
(Des�3rn Prcf_ssfiorai anNiPJame of F€,,*m,'it pro}-ra app=santle)
Approved by: Date:
(Frxuremer? Professv_arai
25
Construction Services Agreement: Revised 072118
EXHIBIT F: CERTIFICATE OF SUBSTANTIAL COMPLETION
OWNER'S Project No.
PROJECT:
CONTRACTOR
Contract For
Contract Date
Design Professional's Project No.
This Certificate of Substantial Completion applies to all Work under the Contract Documents or to the
following specified parts thereof:
To
GUMM:
And
To
Substantial Completion is the state in the progress of the Work when the Work (or designated
portion) is sufficiently complete in accordance with the Contract Documents so that the Owner can
occupy or utilize the Work for its intended use. The Work to which this Certificate applies has been
inspected by authorized representatives of OWNER, CONTRACTOR AND DESIGN PROFESSIONAL, and
that Work is hereby declared to be substantially complete in accordance with the requirements of the
Contract Documents on:
DATE OF SUBSTANTIAL COMPLETION
A tentative list of items to be completed or corrected is attached hereto. This list may not be all-inclusive,
and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the
Work in accordance with the Contract Documents. The items in the tentative list shall be completed or
corrected by CONTRACTOR within days of the above date of Substantial Completion.
The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance,
heat, utilities, insurance and warranties shall be as follows:
26
Construction Services Agreement: Revised 072118
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
i• •
Design Professional
By:
Type Name and Title
CONTRACTOR accepts this Certificate of Substantial Completion on
20
CONTRACTOR
By:
Type Name and Title
OWNER accepts this Certificate of Substantial Completion on 120
OWNER
By:
Type Name and Title
27
Construction Services Agreement: Revised 072118
EXHIBIT G: FINAL PAYMENT CHECKLIST
Bid No.: Project No.:
Contractor:
The following items have been secured by the
for the Project known as
PO No.: Date:
and have been reviewed and found to comply with the requirements of the Contract Documents.
Original Contract Amount: Final Contract Amount:
Commencement Date:
Substantial Completion Time as set forth in the Agreement: Calendar Days.
Actual Date of Substantial Completion:
Final Completion Time as set forth in the Agreement: Calendar Days.
Actual Final Completion Date:
YES NO
28
Construction Services Agreement: Revised 072118
1.
All Punch List items completed on
2.
Warranties and Guarantees assigned to Owner (attach to this form).
3.
Effective date of General one year warranty from Contractor is:
4.
2 copies of Operation and Maintenance manuals for equipment and
system submitted (list manuals in attachment to this form).
5.
As -Built drawings obtained and dated:
6.
Owner personnel trained on system and equipment operation.
7.
Certificate of Occupancy No.:
issued on (attach to this form).
8.
Certificate of Substantial Completion issued on
9.
Final Payment Application and Affidavits received from Contractor on:
10.
Consent of Surety received on
11.
Operating Department personnel notified Project is in operating phase.
12.
All Spare Parts or Special Tools provided to Owner:
13.
Finished Floor Elevation Certificate provided to Owner:
14.
Other:
If any of the above is not applicable, indicate by N/A. If NO is checked for any of the above, attach
explanation.
Acknowledgments:
By Contractor:
(Company Name)
(Signature)
(Typed Name & Title)
By Design
Professional:
(Firm Name)
(Signature)
(Typed Name & Title)
By Owner:
(Department Name)
(Signature)
(Name & Title)
28
Construction Services Agreement: Revised 072118
EXHIBIT H: GENERAL TERMS AND CONDITIONS
1. INTENT OF CONTRACT DOCUMENTS.
1.1 It is the intent of the Contract Documents to describe a functionally complete Project (or
portion thereof) to be constructed in accordance with the Contract Documents. Any work, materials
or equipment that may reasonably be inferred from the Contract Documents as being required to
produce the intended result shall be supplied whether or not specifically called for. When words
which have a well-known technical or trade meaning are used to describe work, materials or
equipment, such words shall be interpreted in accordance with that meaning. Reference to standard
specifications, manuals or codes of any technical society, organization or association or to the laws
or regulations of any governmental authority having jurisdiction over the Project, whether such
reference be specific or by implication, shall mean the latest standard specification, manual, code,
law or regulation in effect at the time the Work is performed, except as may be otherwise specifically
stated herein.
1.2 If before or during the performance of the Work Contractor discovers a conflict, error or
discrepancy in the Contract Documents, Contractor immediately shall report same to the Project
Manager in writing and before proceeding with the Work affected thereby shall obtain a written
interpretation or clarification from the Project Manager; said interpretation or clarification from the
Project Manager may require Contractor to consult directly with Design Professional or some other
third party, as directed by Project Manager. Contractor shall take field measurements and verify field
conditions and shall carefully compare such field measurements and conditions and other
information known to Contractor with the Contract Documents before commencing any portion of the
Work.
1.3 Drawings are intended to show general arrangements, design and extent of Work and are
not intended to serve as shop drawings. Specifications are separated into divisions for convenience
of reference only and shall not be interpreted as establishing divisions for the Work, trades,
subcontracts, or extent of any part of the Work. In the event of a discrepancy between or among the
drawings, specifications or other Contract Document provisions, Contractor shall be required to
comply with the provision which is the more restrictive or stringent requirement upon the Contractor,
as determined by the Project Manager. Unless otherwise specifically mentioned, all anchors, bolts,
screws, fittings, fillers, hardware, accessories, trim and other parts required in connection with any
portion of the Work to make a complete, serviceable, finished and first quality installation shall be
furnished and installed as part of the Work, whether or not called for by the Contract Documents.
2. INVESTIGATION AND UTILITIES.
2.1 Subject to Section 2.3 below, Contractor shall have the sole responsibility of satisfying itself
concerning the nature and location of the Work and the general and local conditions, and particularly,
but without limitation, with respect to the following: those affecting transportation, access, disposal,
handling and storage of materials; availability and quality of labor; water and electric power,
availability and condition of roads; work area; living facilities; climatic conditions and seasons;
physical conditions at the work -site and the project area as a whole; topography and ground surface
conditions; nature and quantity of the surface materials to be encountered; subsurface conditions;
equipment and facilities needed preliminary to and during performance of the Work; and all other
costs associated with such performance. The failure of Contractor to acquaint itself with any
applicable conditions shall not relieve Contractor from any of its responsibilities to perform under the
Contract Documents, nor shall it be considered the basis for any claim for additional time or
compensation.
29
Construction Services Agreement: Revised 072118
2.2 Contractor shall locate all existing roadways, railways, drainage facilities and utility services
above, upon, or under the Project site, said roadways, railways, drainage facilities and utilities being
referred to in this Sub -Section 2.2 as the "Utilities". Contractor shall contact the owners of all Utilities
to determine the necessity for relocating or temporarily interrupting any Utilities during the
construction of the Project. Contractor shall schedule and coordinate its Work around any such
relocation or temporary service interruption. Contractor shall be responsible for properly shoring,
supporting and protecting all Utilities at all times during the course of the Work. The Contractor is
responsible for coordinating all other utility work so as to not interfere with the prosecution of the
Work (except those utilities to be coordinated by the Owner as may be expressly described
elsewhere in the Contract Documents).
2.3 Notwithstanding anything in the Contract Documents to the contrary, if conditions are
encountered at the Project site which are (i) subsurface or otherwise concealed physical conditions
which differ materially from those indicated in the Contract Documents or (ii) unknown physical
conditions of an unusual nature, which differ materially from those ordinarily found to exist and
generally recognized as inherent in construction activities of the character provided for in the
Contract Documents, and which reasonably should not have been discovered by Contractor as part
of its scope of site investigative services required pursuant to the terms of the Contract Documents,
then Contractor shall provide Owner with prompt written notice thereof before conditions are
disturbed and in no event later than three (3) calendar days after first observance of such conditions.
Owner and Design Professional shall promptly investigate such conditions and, if they differ
materially and cause an increase or decrease in Contractor's cost of, or time required for,
performance of any part of the Work, Owner will acknowledge and agree to an equitable adjustment
to Contractor's compensation or time for performance, or both, for such Work. If Owner determines
that the conditions at the site are not materially different from those indicated in the Contract
Documents or not of an unusual nature or should have been discovered by Contractor as part of its
investigative services, and that no change in the terms of the Agreement is justified, Owner shall so
notify Contractor in writing, stating its reasons. Claims by Contractor in opposition to such
determination by Owner must be made within seven (7) calendar days after Contractor's receipt of
Owner's written determination notice. If Owner and Contractor cannot agree on an adjustment to
Contractor's cost or time of performance, the dispute resolution procedure set forth in the Contract
Documents shall be complied with by the parties.
3. SCHEDULE.
3.1 The Contractor, within ten (10) calendar days after receipt of the Notice of Award, shall
prepare and submit to Project Manager, for their review and approval, a progress schedule for the
Project (herein "Progress Schedule"). The Progress Schedule shall relate to all Work required by
the Contract Documents, and shall utilize the Critical Path method of scheduling and shall provide
for expeditious and practicable execution of the Work within the Contract Time. The Progress
Schedule shall indicate the dates for starting and completing the various stages of the Work.
3.2 The Progress Schedule shall be updated monthly by the Contractor. All monthly updates to
the Progress Schedule shall be subject to the Project Manager's review and approval. Contractor
shall submit the updates to the Progress Schedule with its monthly Applications for Payment noted
below. The Project Manager's review and approval of the submitted Progress Schedule updates
shall be a condition precedent to the Owner's obligation to pay Contractor.
3.3 All work under this Agreement shall be performed in accordance with the requirements of all
Collier County Noise Ordinances then in effect. Unless otherwise specified, work will generally be
30
Construction Services Agreement: Revised 072118
limited to the hours of 7 a.m. to 7 p.m., Monday through Saturday. No work shall be performed
outside the specified hours without the prior approval of the Project Manager.
!llll130ZrI*19737uE4�IW
4.1 Prior to submitting its first monthly Application for Payment, Contractor shall submit to Project
Manager, for their review and approval, a schedule of values based upon the Contract Price, listing
the major elements of the Work and the dollar value for each element. After its approval by the
Project Manager, this schedule of values shall be used as the basis for the Contractor's monthly
Applications for Payment. This schedule shall be updated and submitted each month along with a
completed copy of the Application for Payment form signed by the Contractor's authorized
representative and attached to the Agreement as Exhibit D.
4.2 Prior to submitting its first monthly Application for Payment, Contractor shall provide to the
Project Manager the list of its Subcontractors and materialmen submitted with its Bid showing the
work and materials involved and the dollar amount of each subcontract and purchase order.
Contractor acknowledges and agrees that any modifications to the list of Subcontractors submitted
with Contractor's Bid and any subsequently identified Subcontractors are subject to Owner's prior
written approval. The first Application for Payment shall be submitted no earlier than thirty (30) days
after the Commencement Date. Notwithstanding anything herein to the contrary, if approved by
Owner in its sole discretion, Contractor may submit its invoice for any required Payment and
Performance Bonds prior to the first Application of Payment provided that Contractor has furnished
Owner certified copies of the receipts evidencing the premium paid by Contractor for the bonds.
4.3 Unless expressly approved by Owner in advance and in writing, said approval at Owner's
sole discretion, Owner is not required to make any payment for materials or equipment that have not
been incorporated into the Project. If payment is requested on the basis of materials and equipment
not incorporated into the Project, but delivered and suitably stored at the site or at another location,
and such payment and storage have been agreed to by Owner in writing, the Application for Payment
also shall be accompanied by a bill of sale, invoice or other documentation warranting that the Owner
has received the materials and equipment free and clear of all liens, charges, security interests and
encumbrances, together with evidence that the materials and equipment are covered by appropriate
property insurance and other arrangements to protect Owner's interest therein, all of which shall be
subject to the Owner's satisfaction. Thereafter, with each Application for Payment, Contractor also
shall complete and submit to Owner as part of its Application for Payment, the Stored Materials
Record attached hereto and made a part hereof as Exhibit D.
4.4 Contractor shall submit its monthly Application for Payment to the Project Manager or his or
her designee, as directed by Owner (which designee may include the Design Professional). After
the date of each Application for Payment is stamped as received and within the timeframes set forth
in Section 218.735 F.S., the Project Manager, or Design Professional, shall either: (1) Indicate its
approval of the requested payment; (2) indicate its approval of only a portion of the requested
payment, stating in writing its reasons therefore; or (3) return the Application for Payment to the
Contractor indicating, in writing, the reason for refusing to approve payment. Payments of proper
invoices in the amounts approved shall be processed and paid in accordance with Section 218.735,
F.S. and the administrative procedures established by the County's Procurement Services Division
and the Clerk of Court's Finance Department respectively.
4.5 In the event of a total denial by Owner and return of the Application for Payment by the Project
Manager, the Contractor may make the necessary corrections and re -submit the Application for
Payment. The Owner shall, within ten (10) business days after the Application for Payment is
31
Construction Services Agreement: Revised 072118
stamped and received and after Project Manager approval of an Application for Payment, pay the
Contractor the amounts so approved.
4.6 Owner shall retain ten percent (10%) of the gross amount of each monthly payment request
or ten percent (10%) of the portion thereof approved by the Project Manager for payment, whichever
is less. Such sum shall be accumulated and not released to Contractor until final payment is due
unless otherwise agreed to by the Owner in accordance with Florida Statute 255.078. The Project
Manager shall have the discretion to establish, in writing, a schedule to periodically reduce the
percentage of cumulative retainage held throughout the course of the Project schedule. Owner shall
reduce the amount of the retainage withheld on each payment request subsequent to fifty percent
(50%) completion subject to the guidelines set forth in Florida Statute 255.078 and as set forth in the
Owner's procurement ordinance and policies.
4.7 Monthly payments to Contractor shall in no way imply approval or acceptance of Contractor's
Work.
4.8 Each Application for Payment, subsequent to the first pay application, shall be accompanied
by a Release and Affidavit, in the form attached as Exhibit C, acknowledging Contractor's receipt of
payment in full for all materials, labor, equipment and other bills that are then due and payable by
Owner with respect to the current Application for Payment. Further, to the extent directed by Owner
and in Owner's sole discretion, Contractor shall also submit a Release and Affidavit from each
Subcontractor, sub -subcontractor, or supplier in the form attached as Exhibit C acknowledging that
each Subcontractor, sub -subcontractor or supplier has been paid in full through the previous month's
Application for Payment. The Owner shall not be required to make payment until and unless these
affidavits are furnished by Contractor.
4.9 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.
4.10 Notwithstanding anything in the Contract Documents to the contrary, Contractor
acknowledges and agrees that in the event of a dispute concerning payments for Work performed
under this Agreement, Contractor shall continue to perform the Work required of it under this
Agreement pending resolution of the dispute provided that Owner continues to pay Contractor all
amounts that Owner does not dispute are due and payable.
4.11 Payments will be made for services furnished, delivered, and accepted, upon receipt and
approval of invoices submitted on the date of services or within six (6) months after completion of
contract. Any untimely submission of invoices beyond the specified deadline period is subject to non-
payment under the legal doctrine of "laches" as untimely submitted. Time shall be deemed of the
essence with respect to the timely submission of invoices under this agreement.
4.12 The County may, at its discretion, use VISA/MASTER card credit network as a payment
vehicle for goods and/or services purchased as a part of this contract. The County may not accept
any additional surcharges (credit card transaction fees) as a result of using the County's credit card
for transactions relating to this solicitation
32
Construction Services Agreement: Revised 072118
N
PAYMENTS WITHHELD.
5.1 The Project Manager may decline to approve any Application for Payment, or portions
thereof, because of subsequently discovered evidence or subsequent inspections that reveal non-
compliance with the Contract Documents. The Project Manager may nullify the whole or any part of
any approval for payment previously issued and Owner may withhold any payments otherwise due
Contractor under this Agreement or any other agreement between Owner and Contractor, to such
extent as may be necessary in the Owner's opinion to protect it from loss because of:
(a) Defective Work not remedied; (b) third party claims filed or reasonable evidence indicating
probable filing of such claims; (c) failure of Contractor to make payment properly to subcontractors
or for labor, materials or equipment; (d) reasonable doubt that the Work can be completed for the
unpaid balance of the Contract Amount; (e) reasonable indication that the Work will not be completed
within the Contract Time; (f) unsatisfactory prosecution of the Work by the Contractor; or (g) any
other material breach of the Contract Documents by Contractor.
5.2 If any conditions described in 5.1. are not remedied or removed, Owner may, after three (3)
days written notice, rectify the same at Contractor's expense. Provided however, in the event of an
emergency, Owner shall not be required to provide Contractor any written notice prior to rectifying
the situation at Contractor's expense. Owner also may offset against any sums due Contractor the
amount of any liquidated or non -liquidated obligations of Contractor to Owner, whether relating to or
arising out of this Agreement or any other agreement between Contractor and Owner.
5.3 In instances where the successful contractor may owe debts (including, but not limited to
taxes or other fees) to Collier County and the contractor has not satisfied nor made arrangement to
satisfy these debts, the County reserves the right to off -set the amount owed to the County by
applying the amount owed to the vendor or contractor for services performed of for materials
delivered in association with a contract.
6. FINAL PAYMENT.
6.1 Owner shall make final payment to Contractor in accordance with Section 218.735, F.S. and
the administrative procedures established by the County's Procurement Services Division and the
Clerk of Court's Finance Department after the Work is finally inspected and accepted by Project
Manager as set forth with Section 20.1 herein, provided that Contractor first, and as an explicit
condition precedent to the accrual of Contractor's right to final payment, shall have furnished Owner
with a properly executed and notarized copy of the Release and Affidavit attached as Exhibit C, as
well as, a duly executed copy of the Surety's consent to final payment and such other documentation
that may be required by the Contract Documents and the Owner. Prior to release of final payment
and final retainage, the Contractor's Representative and the Project Manager shall jointly complete
the Final Payment Checklist, a representative copy of which is attached to this Agreement as Exhibit
G.
6.2 Contractor's acceptance of final payment shall constitute a full waiver of any and all claims
by Contractor against Owner arising out of this Agreement or otherwise relating to the Project, except
those previously made in writing in accordance with the requirements of the Contract Documents
and identified by Contractor as unsettled in its final Application for Payment. Neither the acceptance
of the Work nor payment by Owner shall be deemed to be a waiver of Owner's right to enforce any
obligations of Contractor hereunder or to the recovery of damages for defective Work not discovered
by the Design Professional or Project Manager at the time of final inspection.
33
Construction Services Agreement: Revised 072118
0
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, unless otherwise
mutually agreed in writing by Owner and Contractor.
7.3 If Contractor wishes to furnish or use a substitute item of material or equipment, Contractor
shall make application to the Project Manager for acceptance thereof, certifying that the proposed
substitute shall adequately perform the functions and achieve the results called for by the general
design, be similar and of equal substance to that specified and be suited to the same use as that
specified. The application shall state that the evaluation and acceptance of the proposed substitute
will not prejudice Contractor's achievement of substantial completion on time, whether or not
acceptance of the substitute for use in the Work will require a change in any of the Contract
Documents (or in the provisions of any other direct contract with Owner for the Project) to adapt the
design to the proposed substitute and whether or not incorporation or use by the substitute in
connection with the Work is subject to payment of any license fee or royalty. All variations of the
proposed substitute from that specified will be identified in the application and available maintenance,
repair and replacement service shall be indicated. The application also shall contain an itemized
estimate of all costs that will result directly or indirectly from acceptance of such substitute, including
costs for redesign and claims of other contractors affected by the resulting change, all of which shall
be considered by the Project Manager in evaluating the proposed substitute. The Project Manager
may require Contractor to furnish at Contractor's expense additional data about the proposed
substitute.
7.4 If a specific means, method, technique, sequence or procedure of construction is indicated
in or required by the Contract Documents, Contractor may furnish or utilize a substitute means,
method, sequence, technique or procedure of construction acceptable to the Project Manager, if
Contractor submits sufficient information to allow the Project Manager to determine that the
substitute proposed is equivalent to that indicated or required by the Contract Documents. The
procedures for submission to and review by the Project Manager shall be the same as those provided
herein for substitute materials and equipment.
7.5 The Project Manager shall be allowed a reasonable time within which to evaluate each
proposed substitute and, if need be, to consult with the Design Professional. No substitute will be
ordered, installed or utilized without the Project Manager's prior written acceptance which shall be
evidenced by a Change Order, a Work Directive Change, a Field Order or an approved Shop
Drawing. The Owner may require Contractor to furnish at Contractor's expense a special
performance guarantee or other surety with respect to any substitute. The Project Manager will
34
Construction Services Agreement: Revised 072118
■
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, SIGNED AND SEALED AS-BUILTS AND MEETINGS.
8.1 Unless waived in writing by Owner, Contractor shall complete and submit to Project Manager
on a weekly basis a daily log of the Contractor's work for the preceding week in a format approved
by the Project Manager. The daily log shall document all activities of Contractor at the Project site
including, but not limited to, the following:
8.1.1 Weather conditions showing the high and low temperatures during work hours,
the amount of precipitation received on the Project site, and any other weather conditions which
adversely affect the Work;
8.1.2 Soil conditions which adversely affect the Work;
8.1.3 The hours of operation by Contractor's and Sub -Contractor's personnel;
8.1.4 The number of Contractor's and Sub -Contractor's personnel present and working
at the Project site, by subcontract and trade;
8.1.5 All equipment present at the Project site, description of equipment use and
designation of time equipment was used (specifically indicating any down time);
8.1.6 Description of Work being performed at the Project site;
8.1.7 Any unusual or special occurrences at the Project site;
8.1.8 Materials received at the Project site;
8.1.9 A list of all visitors to the Project
8.1.10 Any problems that might impact either the cost or quality of the Work or the time
of performance.
The daily log shall not constitute nor take the place of any notice required to be given by Contractor
to Owner pursuant to the Contract Documents.
8.2 Contractor shall maintain in a safe place at the Project site one record copy of the Contract
Documents, including, but not limited to, all drawings, specifications, addenda, amendments,
Change Orders, Work Directive Changes and Field Orders, as well as all written interpretations and
clarifications issued by the Design Professional, in good order and annotated to show all changes
made during construction. The annotated drawings shall be continuously updated by the Contractor
throughout the prosecution of the Work to accurately reflect all field changes that are made to adapt
the Work to field conditions, changes resulting from Change Orders, Work Directive Changes and
Field Orders, and all concealed and buried installations of piping, conduit 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
35
Construction Services Agreement: Revised 072118
-wsF�
(e.g. interior or exterior wall faces). The annotated drawings shall be clean and all changes,
corrections and dimensions shall be given in a neat and legible manner in a contrasting color. The
"As -Built" record documents, together with all approved samples and a counterpart of all approved
shop drawings shall be available to the Project Manager or Design Professional for reference. Upon
completion of the Work and as a condition precedent to Contractor's entitlement to final payment,
these "As -Built" record documents, samples and shop drawings shall be delivered to Project
Manager by Contractor for Owner.
8.3 Contractor shall keep all records and supporting documentation, which concern or relate to
the Work hereunder for a minimum of five (5) years from the date of termination of this Agreement
or the date the Project is completed or such longer period as may be required by law, whichever is
later, pursuant to Florida Public Records Law Chapter 119 and comply with specifically those
contractual requirements in 119.0701(2)(a) -(b) as follows:
IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF
CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE
PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF
PUBLIC RECORDS AT:
Communication and Customer Relations Division
3299 Tamiami Trail East, Suite 102
Naples, FL 34112-5746
Telephone: (239) 252-8383
The Contractor must specifically comply with the Florida Pubic Records Law to:
1. Keep and maintain public records required by the public agency to perform the service.
2. Upon request from the public agency's custodian of public records, provide the public
agency with a copy of the requested records or allow the records to be inspected or
copied within a reasonable time at a cost that does not exceed the cost provided in this
chapter or as otherwise provided by law.
3. Ensure that public records that are exempt or confidential and exempt from public
records disclosure requirements are not disclosed except as authorized by law for the
duration of the contract term and following completion of the contract if the Contractor
does not transfer the records to the public agency.
4. Upon completion of the contract, transfer, at no cost, to the public agency all public
records in possession of the Contractor or keep and maintain public records required by
the public agency to perform the service. If the Contractor transfers all public records to
the public agency upon completion of the contract, the Contractor shall destroy any
duplicate public records that are exempt or confidential and exempt from public records
disclosure requirements. If the Contractor keeps and maintains public records upon
completion of the contract, the Contractor shall meet all applicable requirements for
retaining public records. All records stored electronically must be provided to the public
agency, upon request from the public agency's custodian of public records, in a format
that is compatible with the information technology systems of the public agency.
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
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work of others at the Project Site, so that its Work or the work of others shall not be delayed or
impaired by any act or omission by Contractor. Contractor shall be solely responsible for all
construction means, methods, techniques, sequences, and procedures, as well as coordination of
all portions of the Work under the Contract Documents, and the coordination of Owner's suppliers
and contractors as set forth in Paragraph 12.2. herein.
9.2 Should Contractor be obstructed or delayed in the prosecution of or completion of the Work
as a result of unforeseeable causes beyond the control of Contractor, and not due to its fault or
neglect, including but not restricted to acts of Nature or of the public enemy, acts of government,
fires, floods, epidemics, quarantine regulation, strikes or lockouts, Contractor shall notify the Owner
in writing within forty-eight (48) hours after the commencement of such delay, stating the cause or
causes thereof, or be deemed to have waived any right which Contractor may have had to request
a time extension.
9.3 No interruption, interference, inefficiency, suspension or delay in the commencement or
progress of the Work from any cause whatever, including those for which Owner may be responsible,
in whole or in part, shall relieve Contractor of its duty to perform or give rise to any right to damages
or additional compensation from Owner. Contractor expressly acknowledges and agrees that it shall
receive no damages for delay. Contractor's sole remedy, if any, against Owner will be the right to
seek an extension to the Contract Time; provided, however, the granting of any such time extension
shall not be a condition precedent to the aforementioned "No Damage For Delay" provision. This
paragraph shall expressly apply to claims for early completion, as well as to claims based on late
completion.
9.4 In no event shall any approval by Owner authorizing Contractor to continue performing Work
under this Agreement or any payment issued by Owner to Contractor be deemed a waiver of any
right or claim Owner may have against Contractor for delay damages hereunder.
10. CHANGES IN THE WORK.
10.1 Owner shall have the right at any time during the progress of the Work to increase or
decrease the Work. Promptly after being notified of a change, Contractor shall submit an itemized
estimate of any cost or time increases or savings it foresees as a result of the change. Except in an
emergency endangering life or property, or as expressly set forth herein, no addition or changes to
the Work shall be made except upon written order of Owner, and Owner shall not be liable to the
Contractor for any increased compensation without such written order. No officer, employee or agent
of Owner is authorized to direct any extra or changed work orally. Any alleged changes must be
approved by Owner in writing prior to starting such items. Owner will not be responsible for the costs
of any changes commenced without Owner's express prior written approval. Failure to obtain such
prior written approval for any changes will be deemed: (i) a waiver of any claim by Contractor for
such items and (ii) an admission by Contractor that such items are in fact not a change but rather
are part of the Work required of Contractor hereunder.
10.2 A Change Order, in the form attached as Exhibit E to this Agreement, shall be issued and
executed promptly after an agreement is reached between Contractor and Owner concerning the
requested changes. Contractor shall promptly perform changes authorized by duly executed Change
Orders. The Contract Amount and Contract Time shall be adjusted in the Change Order in the
manner as Owner and Contractor shall mutually agree.
10.3 If Owner and Contractor are unable to agree on a Change Order for the requested change,
Contractor shall, nevertheless, promptly perform the change as directed by Owner in a written Work
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Directive. 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. No markup shall be placed on sales
tax, shipping or subcontractor markup.
10.5 Owner shall have the right to conduct an audit of Contractor's books and records to verify the
accuracy of the Contractor's claim with respect to Contractor's costs associated with any Change
Order or Work Directive Change.
10.6 The Project Manager shall have authority to order minor changes in the Work not involving
an adjustment to the Contract Amount or an extension to the Contract Time and not inconsistent with
the intent of the Contract Documents. Such changes may be effected by Field Order or by other
written order. Such changes shall be binding on the Contractor.
10.7 Any modifications to this Contract shall be in compliance with the County procurement
ordinance and policies and Administrative Procedures in effect at the time such modifications are
authorized.
11. CLAIMS AND DISPUTES.
11.1 Claim is a demand or assertion by one of the parties seeking an adjustment or interpretation
of the terms of the Contract Documents, payment of money, extension of time or other relief with
respect to the terms of the Contract Documents. The term "Claim" also includes other disputes and
matters in question between Owner and Contractor arising out of or relating to the Contract
Documents. The responsibility to substantiate a Claim shall restwith the party making the Claim.
11.2 Claims by the Contractor shall be made in writing to the Project Manager within forty-eight
(48) hours from when the Contractor knew or should have known of the event giving rise to such
Claim or else the Contractor shall be deemed to have waived the Claim. Written supporting data
shall be submitted to the Project Manager within fifteen (15) calendar days after the occurrence of
the event, unless the Owner grants additional time in writing, or else the Contractor shall be deemed
to have waived the Claim. All Claims shall be priced in accordance with the provisions of Subsection
10.4.
11.3 The Contractor shall proceed diligently with its performance as directed by the Owner,
regardless of any pending Claim, action, suit or administrative proceeding, unless otherwise agreed
to by the Owner in writing. Owner shall continue to make payments in accordance with the Contract
Documents during the pendency of any Claim.
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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.
13. INDEMNIFICATION AND INSURANCE.
13.1 To the maximum extent permitted by Florida law, the ContractorNendor/Consultant shall
defend, indemnify and hold harmless Collier County, its officers and employees from any and all
liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees and
paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally wrongful
conduct of the ContractorNendor/Consultant or anyone employed or utilized by the
ContractorNendor/Consultant in the performance of this Agreement.
13.2 The duty to defend under this Article 13 is independent and separate from the duty to
indemnify, and the duty to defend exists regardless of any ultimate liability of the Contractor, Owner
and any indemnified party. The duty to defend arises immediately upon presentation of a claim by
any party and written notice of such claim being provided to Contractor. Contractor's obligation to
indemnify and defend under this Article 13 will survive the expiration or earlier termination of this
Agreement until it is determined by final judgment that an action against the Owner or an indemnified
party for the matter indemnified hereunder is fully and finally barred by the applicable statute of
limitations.
13.3 Contractor shall obtain and carry, at all times during its performance under the Contract
Documents, insurance of the types and in the amounts set forth in Exhibit B-3 to the Agreement.
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Further, the Contractor shall at all times comply with all of the terms, conditions, requirements and
obligations set forth under Exhibit B-3.
14. COMPLIANCE WITH LAWS.
14.1 Contractor agrees to comply, at its own expense, with all federal, state and local laws, codes,
statutes, ordinances, rules, regulations and requirements applicable to the Project, including but not
limited to those dealing with taxation, worker's compensation, equal employment and safety
(including, but not limited to, the Trench Safety Act, Chapter 553, Florida Statutes). If Contractor
observes that the Contract Documents are at variance therewith, it shall promptly notify Project
Manager in writing. To the extent any law, rule, regulation, code, statute, or ordinance requires the
inclusion of certain terms in this Agreement in order for this Agreement to be enforceable, such terms
shall be deemed included in this Agreement. Notwithstanding anything in the Contract Documents
to the contrary, it is understood and agreed that in the event of a change in any applicable laws,
ordinances, rules or regulations subsequent to the date this Agreement was executed that increases
the Contractor's time or cost of performance of the Work, Contractor is entitled to a Change Order
for such increases, except to the extent Contractor knew or should have known of such changes
prior to the date of this Agreement.
14.2 By executing and entering into this agreement, the Contractor is formally acknowledging
without exception or stipulation that it is fully responsible for complying with the provisions of the
Immigration Reform and Control Act of 1986 as located at 8 U.S.C. 1324, et seq. and regulations
relating thereto, as either may be amended. Failure by the Contractor to comply with the laws
referenced herein shall constitute a breach of this agreement and the County shall have the
discretion to unilaterally terminate this agreement immediately.
14.3 Statutes and executive orders require employers to abide by the immigration laws of the United
States and to employ only individuals who are eligible to work in the United States.
The Employment Eligibility Verification System (E -Verify) operated by the Department of Homeland
Security (DHS) in partnership with the Social Security Administration (SSA), provides an Internet -
based means of verifying employment eligibility of workers in the United States; it is not a substitute
for any other employment eligibility verification requirements. The program will be used for Collier
County formal Invitations to Bid (ITB) and Request for Proposals (RFP) including professional
services and construction services.
Exceptions to the program:
• Commodity based procurement where no services are provided.
• Where the requirement for the affidavit is waived by the Board of County Commissioners
Contractors / Bidders are required to enroll in the E -Verify program, and provide acceptable evidence
of their enrollment, at the time of the submission of the Contractor's/bidder's proposal. Acceptable
evidence consists of a copy of the properly completed E -Verify Company Profile page or a copy of
the fully executed E -Verify Memorandum of Understanding for the company. Contractors are also
required to provide the Collier County Procurement Services Division an executed affidavit certifying
they shall comply with the E -Verify Program. The affidavit is attached to the solicitation documents.
If the Bidder/Contractor does not comply with providing both the acceptable E -Verify
evidence and the executed affidavit the bidder's / Contractor's proposal may be deemed non-
responsive.
on-
responsive.
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Additionally, Contractors shall require all subcontracted Contractors to use the E -Verify system for
all purchases not covered under the "Exceptions to the program" clause above.
For additional information regarding the Employment Eligibility Verification System (E -Verify)
program visit the following website: http://www.dhs..qov/E-Verify. It shall be the Contractor's
responsibility to familiarize themselves with all rules and regulations governing this program.
Contractor acknowledges, and without exception or stipulation, any firm(s) receiving an award shall
be fully responsible for complying with the provisions of the Immigration Reform and Control Act of
1986 as located at 8 U.S.C. 1324, et sea. and regulations relating thereto, as either may be amended
and with the provisions contained within this affidavit. Failure by the awarded firm(s) to comply with
the laws referenced herein or the provisions of this affidavit shall constitute a breach of the award
agreement and the County shall have the discretion to unilaterally terminate said agreement
immediately.
15. CLEANUP AND PROTECTIONS.
15.1 Contractor agrees to keep the Project site clean at all times of debris, rubbish and waste
materials arising out of the Work. At the completion of the Work, Contractor shall remove all debris,
rubbish and waste materials from and about the Project site, as well as all tools, appliances,
construction equipment and machinery and surplus materials, and shall leave the Project site clean
and ready for occupancy by Owner.
15.2 Any existing surface or subsurface improvements, including, but not limited to, pavements,
curbs, sidewalks, pipes, utilities, footings, structures, trees and shrubbery, not indicated in the
Contract Documents to be removed or altered, shall be protected by Contractor from damage during
the prosecution of the Work. Subject to the Section 2.3 above, any such improvements so damaged
shall be restored by Contractor to the condition equal to that existing at the time of Contractor's
commencement of the Work.
16. ASSIGNMENT.
16.1 Contractor shall not assign this Agreement or any part thereof, without the prior consent in
writing of Owner. Any attempt to assign or otherwise transfer this Agreement, or any part herein,
without the Owner's consent, shall be void. If Contractor does, with approval, assign this Agreement
or any part thereof, it shall require that its assignee be bound to it and to assume toward Contractor
all of the obligations and responsibilities that Contractor has assumed toward Owner.
17. PERMITS, LICENSES AND TAXES.
17.1 Pursuant to Section 218.80, F.S., Owner will pay for all Collier County permits and fees,
including license fees, permit fees, impact fees or inspection fees applicable to the Work through an
internal budget transfer(s). Contractor is not responsible for paying for permits issued by Collier
County, but Contractor is responsible for acquiring all permits. Owner may require the Contractor to
deliver internal budget transfer documents to applicable Collier County agencies when the
Contractor is acquiring permits. Owner will not be obligated to pay for any permits obtained by
Subcontractors.
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.
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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 or such longer period of time as may be consented to by Owner
in writing and in its sole discretion, then Owner, at its option, without releasing or waiving its rights
and remedies against the Contractor's sureties and without prejudice to any other right or remedy it
may be entitled to hereunder or by law, may terminate Contractor's right to proceed under the
Agreement, in whole or in part, and take possession of all or any portion of the Work and any
materials, tools, equipment, and appliances of Contractor, take assignments of any of Contractor's
subcontracts and purchase orders, and complete all or any portion of Contractor's Work by whatever
means, method or agency which Owner, in its sole discretion, may choose.
18.3 If Owner deems any of the foregoing remedies necessary, Contractor agrees that it shall not
be entitled to receive any further payments hereunder until after the Project is completed. All moneys
expended and all of the costs, losses, damages and extra expenses, including all management,
administrative and other overhead and other direct and indirect expenses (including Design
Professional and attorneys' fees) or damages incurred by Owner incident to such completion, shall
be deducted from the Contract Amount, and if such expenditures exceed the unpaid balance of the
Contract Amount, Contractor agrees to pay promptly to Owner on demand the full amount of such
excess, including costs of collection, attorneys' fees (including appeals) and interest thereon at the
maximum legal rate of interest until paid. If the unpaid balance of the Contract Amount exceeds all
such costs, expenditures and damages incurred by the Owner to complete the Work, such excess
shall be paid to the Contractor. The amount to be paid to the Contractor or Owner, as the case may
be, shall be approved by the Project Manager, upon application, and this obligation for payment shall
survive termination of the Agreement.
18.4 The liability of Contractor hereunder shall extend to and include the full amount of any and
all sums paid, expenses and losses incurred, damages sustained, and obligations assumed by
Owner in good faith under the belief that such payments or assumptions were necessary or required,
in completing the Work and providing labor, materials, equipment, supplies, and other items therefore
or re -letting the Work, and in settlement, discharge or compromise of any claims, demands, suits,
and judgments pertaining to or arising out of the Work hereunder.
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18.5 If, after notice of termination of Contractor's right to proceed pursuant to this Section, it is
determined for any reason that Contractor was not in default, or that its default was excusable, or
that Owner is not entitled to the remedies against Contractor provided herein, then the termination
will be deemed a termination for convenience and Contractor's remedies against Owner shall be the
same as and limited to those afforded Contractor under Section 19 below.
18.6 In the event (i) Owner fails to make any undisputed payment to Contractor within thirty (30)
days after such payment is due or Owner otherwise persistently fails to fulfill some material obligation
owed by Owner to Contractor under this Agreement, and (ii) Owner has failed to cure such default
within fourteen (14) days of receiving written notice of same from Contractor, then Contractor may
stop its performance under this Agreement until such default is cured, after giving Owner a second
fourteen (14) days written notice of Contractor's intention to stop performance under the Agreement.
If the Work is so stopped for a period of one hundred and twenty (120) consecutive days through no
act or fault of the Contractor or its Subcontractors or their agents or employees or any other persons
performing portions of the Work under contract with the Contractor or any Subcontractor, the
Contractor may terminate this Agreement by giving written notice to Owner of Contractor's intent to
terminate this Agreement. If Owner does not cure its default within fourteen (14) days after receipt
of Contractor's written notice, Contractor may, upon fourteen (14) additional days' written notice to
the Owner, terminate the Agreement and recover from the Owner payment for Work performed
through the termination date, but in no event shall Contractor be entitled to payment for Work not
performed or any other damages from Owner.
19. TERMINATION FOR CONVENIENCE AND RIGHT OF SUSPENSION.
19.1 Owner shall have the right to terminate this Agreement without cause upon seven (7)
calendar days written notice to Contractor. In the event of such termination for convenience,
Contractor's recovery against Owner shall be limited to that portion of the Contract Amount earned
through the date of termination, together with any retainage withheld and reasonable termination
expenses incurred, but Contractor shall not be entitled to any other or further recovery against
Owner, including, but not limited to, damages or any anticipated profit on portions of the Work not
performed.
19.2 Owner shall have the right to suspend all or any portions of the Work upon giving Contractor
not less than two (2) calendar days' prior written notice of such suspension. If all or any portion of
the Work is so suspended, Contractor's sole and exclusive remedy shall be to seek an extension of
time to its schedule in accordance with the procedures set forth in the Contract Documents. In no
event shall the Contractor be entitled to any additional compensation or damages. Provided,
however, if the ordered suspension exceeds six (6) months, the Contractor shall have the right to
terminate the Agreement with respect to that portion of the Work which is subject to the ordered
suspension.
20. COMPLETION.
20.1 When the entire Work (or any portion thereof designated in writing by Owner) is ready for its
intended use, Contractor shall notify Project Manager in writing that the entire Work (or such
designated portion) is substantially complete. Within a reasonable time thereafter, Owner, Contractor
and Design Professional shall make an inspection of the Work (or designated portion thereof) to
determine the status of completion. If Owner, after conferring with the Design Professional, does
not consider the Work (or designated portion) substantially complete, Project Manager shall notify
Contractor in writing giving the reasons therefore. If Owner, after conferring with the Design
Professional, considers the Work (or designated portion) substantially complete, Project Manager
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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. The Project Manager, shall
coordinate with the Contractor the return of any surplus assets, including materials, supplies, and
equipment.
20.2 Upon receipt of written certification by Contractor that the Work is completed in accordance
with the Contract Documents and is ready for final inspection and acceptance, Project Manager and
Design Professional will make such inspection and, if they find the Work acceptable and fully
performed under the Contract Documents shall promptly approve payment, recommending that, on
the basis of their observations and inspections, and the Contractor's certification that the Work has
been completed in accordance with the terms and conditions of the Contract Documents, that the
entire balance found to be due Contractor is due and payable. Neither the final payment nor the
retainage shall become due and payable until Contractor submits:
(1) Receipt of Contractor's Final Application for Payment.
(2) The Release and Affidavit in the form attached as Exhibit C.
(3) Consent of surety to final payment.
(4) Receipt of the final payment check list.
(5) If required by Owner, other data establishing payment or satisfaction of all obligations,
such as receipts, releases and waivers of liens, arising out of the Contract
Documents, to the extent and in such form as may be designated by Owner.
Owner reserves the right to inspect the Work and make an independent determination as to the
Work's acceptability, even though the Design Professional may have issued its recommendations.
Unless and until the Owner is completely satisfied, neither the final payment nor the retainage shall
become due and payable.
21. WARRANTY.
21.1 Contractor shall obtain and assign to Owner all express warranties given to Contractor or any
subcontractors by any subcontractor or 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. Further, in the event of an emergency, Owner
may commence to correct any defective Work, without prior notice to Contractor, at Contractor's
expense. These warranties are in addition to those implied warranties to which Owner is entitled as
a matter of law.
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21.2 No later than 30 days prior to expiration of the warranty, the Project Manager, or another
representative of the Owner, shall conduct an inspection of the warranted work to verify compliance
with the requirements of the Agreement. The Contractor's Representative shall be present at the
time of inspection and shall take remedial actions to correct any deficiencies noted in the inspection.
Failure of the Contractor to correct the cited deficiencies shall be grounds for the Owner to disqualify
the Contractor from future bid opportunities with the Owner, in addition to any other rights and
remedies available to Owner.
22. TESTS AND INSPECTIONS.
22.1 Owner, Design Professional, their respective representatives, agents and employees, and
governmental agencies with jurisdiction over the Project shall have access at all times to the Work,
whether the Work is being performed on or off of the Project site, for their observation, inspection
and testing. Contractor shall provide proper, safe conditions for such access. Contractor shall
provide Project Manager with timely notice of readiness of the Work for all required inspections, tests
or approvals.
22.2 If the Contract Documents or any codes, laws, ordinances, rules or regulations of any public
authority having jurisdiction over the Project requires any portion of the Work to be specifically
inspected, tested or approved, Contractor shall assume full responsibility therefore, pay all costs in
connection therewith and furnish Project Manager the required certificates of inspection, testing or
approval. All inspections, tests or approvals shall be performed in a manner and by organizations
acceptable to the Project Manager.
22.3 Contractor is responsible, without reimbursement from Owner, for re -inspection fees and
costs; to the extent such re -inspections are due to the fault or neglect of Contractor.
22.4 If any Work that is to be inspected, tested or approved is covered without written concurrence
from the Project Manager, such work must, if requested by Project Manager, be uncovered for
observation. Such uncovering shall be at Contractor's expense unless Contractor has given Project
Manager timely notice of Contractor's intention to cover the same and Project Manager has not acted
with reasonable promptness to respond to such notice. If any Work is covered contrary to written
directions from Project Manager, such Work must, if requested by Project Manager, be uncovered
for Project Manager's observation and be replaced at Contractor's sole expense.
22.5 The Owner shall charge to Contractor and may deduct from any payments due Contractor all
engineering and inspection expenses incurred by Owner in connection with any overtime work. Such
overtime work consisting of any work during the construction period beyond the regular eight (8) hour
day and for any work performed on Saturday, Sunday or holidays.
22.6 Neither observations nor other actions by the Project Manager or Design Professional nor
inspections, tests or approvals by others shall relieve Contractor from Contractor's obligations to
perform the Work in accordance with the Contract Documents.
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
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Construction Services Agreement: Revised 072118
costs of such correction or removal (including, but not limited to fees and charges of engineers,
architects, attorneys and other professionals) made necessary thereby, and shall hold Owner
harmless for same.
23.2 If the Project Manager considers it necessary or advisable that covered Work be observed
by Design Professional or inspected or tested by others and such Work is not otherwise required to
be inspected or tested, Contractor, at Project Manager's request, shall uncover, expose or otherwise
make available for observation, inspection or tests as Project Manager may require, that portion of
the Work in question, furnishing all necessary labor, material and equipment. If it is found that such
Work is defective, Contractor shall bear all direct, indirect and consequential costs of such
uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction
(including, but not limited to, fees and charges of engineers, architects, attorneys and other
professionals), and Owner shall be entitled to an appropriate decrease in the Contract Amount. If,
however, such Work is not found to be defective, Contractor shall be allowed an increase in the
Contract Amount and/or an extension to the Contract Time, directly attributable to such uncovering,
exposure, observation, inspection, testing and reconstruction.
23.3 If any portion of the Work is defective, or if Contractor fails to supply sufficient skilled workers,
suitable materials or equipment or fails to finish or perform the Work in such a way that the completed
Work will conform to the Contract Documents, Project Manager may order Contractor to stop the
Work, or any portion thereof, until the cause for such order has been eliminated. The right of Project
Manager to stop the Work shall be exercised, if at all, solely for Owner's benefit and nothing herein
shall be construed as obligating the Project Manager to exercise this right for the benefit of Design
Engineer, Contractor, or any other person.
23.4 Should the Owner determine, at its sole opinion, it is in the Owner's best interest to accept
defective Work, the Owner may do so. Contractor shall bear all direct, indirect and consequential
costs attributable to the Owner's evaluation of and determination to accept defective Work. If such
determination is rendered prior to final payment, a Change Order shall be executed evidencing such
acceptance of such defective Work, incorporating the necessary revisions in the Contract
Documents and reflecting an appropriate decrease in the Contract Amount. If the Owner accepts
such defective Work after final payment, Contractor shall promptly pay Owner an appropriate amount
to adequately compensate Owner for its acceptance of the defective Work.
23.5 If Contractor fails, within a reasonable time after the written notice from Project Manager, to
correct defective Work or to remove and replace rejected defective Work as required by Project
Manager or Owner, or if Contractor fails to perform the Work in accordance with the Contract
Documents, or if Contractor fails to comply with any of the provisions of the Contract Documents,
Owner may, after seven (7) days written notice to Contractor, correct and remedy any such
deficiency. Provided, however, Owner shall not be required to give notice to Contractor in the event
of an emergency. To the extent necessary to complete corrective and remedial action, Owner may
exclude Contractor from any or all of the Project site, take possession of all or any part of the Work,
and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances,
construction equipment and machinery at the Project site and incorporate in the Work all materials
and equipment stored at the Project site or for which Owner has paid Contractor but which are stored
elsewhere. Contractor shall allow Owner, Design Professional and their respective representatives,
agents, and employees such access to the Project site as may be necessary to enable Owner to
exercise the rights and remedies under this paragraph. All direct, indirect and consequential costs
of Owner in exercising such rights and remedies shall be charged against Contractor, and a Change
Order shall be issued, incorporating the necessary revisions to the Contract Documents, including
an appropriate decrease to the Contract Amount. Such direct, indirect and consequential costs shall
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Construction Services Agreement: Revised 072118
include, but not be limited to, fees and charges of engineers, architects, attorneys and other
professionals, all court costs and all costs of repair and replacement of work of others destroyed or
damaged by correction, removal or replacement of Contractor's defective Work. Contractor shall not
be allowed an extension of the Contract Time because of any delay in performance of the Work
attributable to the exercise by Owner of Owner's rights and remedies hereunder.
24. SUPERVISION AND SUPERINTENDENTS.
24.1 Contractor shall plan, organize, supervise, schedule, monitor, direct and control the Work
competently and efficiently, devoting such attention thereto and applying such skills and expertise
as may be necessary to perform the Work in accordance with the Contract Documents. Contractor
shall be responsible to see that the finished Work complies accurately with the Contract Documents.
Contractor shall keep on the Work at all times during its progress a competent resident
superintendent, who shall be subject to Owner's approval and not be replaced without prior written
notice to Project Manager except under extraordinary circumstances. The superintendent shall be
employed by the Contractor and be the Contractor's representative at the Project site and shall have
authority to act on behalf of Contractor. All communications given to the superintendent shall be as
binding as if given to the Contractor. Owner shall have the right to direct Contractor to remove and
replace its Project superintendent, with or without cause. Attached to the Agreement as Exhibit A-1
is a list identifying Contractor's Project Superintendent and all of Contractor's key personnel who are
assigned to the Project; such identified personnel shall not be removed without Owner's prior written
approval, and if so removed must be immediately replaced with a person acceptable to Owner.
24.2 Contractor shall have a competent superintendent on the project at all times whenever
contractor's work crews, or work crews of other parties authorized by the Project Manager are
engaged in any activity whatsoever associated with the Project. Should the Contractor fail to comply
with the above condition, the Project Manager shall, at his discretion, deduct from the Contractor's
monthly pay estimate, sufficient moneys to account for the Owner's loss of adequate project
supervision, not as a penalty, but as liquidated damages, separate from the liquidated damages
described in Section 5.13, for services not rendered.
25. PROTECTION OF WORK.
25.1 'Contractor shall 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 Contractor
knew or should have known of the occurrence of the emergency, if Contractor believes that any
significant changes in the Work or variations from the Contract Documents have been caused
thereby. If the Project Manager determines that a change in the Contract Documents is required
because of the action taken in response to an emergency, a Change Order shall be issued to
document the consequences of the changes or variations. If Contractor fails to provide the forty-eight
(48) hour written notice noted above, the Contractor shall be deemed to have waived any right it
otherwise may have had to seek an adjustment to the Contract Amount or an extension to the
Contract Time.
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Construction Services Agreement: Revised 072118
°CAO'
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.
All new electrical installations shall incorporate NFPA 70E Short Circuit Protective Device
Coordination and Arc Flash Studies where relevant as determined by the engineer.
All electrical installations shall be labeled with appropriate NFPA 70E arch flash boundary and PPE
Protective labels.
28.3. Contractor shall designate a responsible representative located on a full time basis at the
Project site whose duty shall be the prevention of accidents. This person shall be Contractor's
superintendent unless otherwise designated in writing by Contractor to Owner.
28.4 Alcohol, drugs and all illegal substances are strictly prohibited on any Owner property. All
employees of Contractor, as well as those of all subcontractors and those of any other person or
entity for whom Contractor is legally liable (collectively referred to herein as "Employees"), shall not
possess or be under the influence of any such substances while on any Owner property. Further,
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Construction Services Agreement: Revised 072118
Employees shall not bring on to any Owner property any gun, rifle or other firearm, or explosives of
any kind.
28.5 Contractor acknowledges that the Work may be progressing on a Project site which is located
upon or adjacent to an existing Owner facility. In such event, Contractor shall comply with the
following:
28.5.1 All Owner facilities are smoke free. Smoking is strictly prohibited;
28.5.2 All Employees shall be provided an identification badge by Contractor. Such
identification badge must be prominently displayed on the outside of the Employees' clothing at all
times. All Employees working at the Project site must log in and out with the Contractor each day;
28.5.3 Contractor shall strictly limit its operations to the designated work areas and
shall not permit any Employees to enter any other portions of Owner's property without Owner's
expressed prior written consent;
28.5.4 All Employees are prohibited from distributing any papers or other materials
upon Owner's property, and are strictly prohibited from using any of Owner's telephones or other
office equipment;
28.5.5 All Employees shall at all times comply with the OSHA regulations with respect
to dress and conduct at the Project site. Further, all Employees shall comply with the dress, conduct
and facility regulations issued by Owner's officials onsite, as said regulations may be changed from
time to time;
28.5.6 All Employees shall enter and leave Owner's facilities only through the ingress
and egress points identified in the site utilization plan approved by Owner or as otherwise designated,
from time to time, by Owner in writing;
28.5.7 When requested, Contractor shall cooperate with any ongoing Owner
investigation involving personal injury, economic loss or damage to Owner's facilities or personal
property therein;
28.5.8 The Employees may not solicit, distribute or sell products while on Owner's
property. Friends, family members or other visitors of the Employees are not permitted on Owner's
property; and
28.5.9 At all times, Contractor shall adhere to Owner's safety and security
regulations, and shall comply with all security requirements at Owner's facilities, as said regulations
and requirements may be modified or changed by Owner from time to time.
29. PROJECT MEETINGS.
Prior to the commencement of Work, the Contractor shall attend a pre -construction conference with
the Project Manager, Design Professional and others as appropriate to discuss the Progress
Schedule, procedures for handling shop drawings and other submittals, and for processing
Applications for Payment, and to establish a working understanding among the parties as to the
Work. During the prosecution of the Work, the Contractor shall attend any and all meetings convened
by the Project Manager with respect to the Project, when directed to do so by Project Manager or
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Construction Services Agreement: Revised 072118
Design Professional. The Contractor shall have its subcontractors and suppliers attend all such
meetings (including the pre -construction conference) as may be directed by the Project Manager.
30. VENDOR PERFORMANCE EVALUATION.
Owner has implemented a Vendor Performance Evaluation System for all contracts awarded in
excess of $25,000. To this end, vendors will be evaluated on their performance upon
completionAermi nation of this 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 Transportation's 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
Procurement Services Division, and is available on-line at colliergov.net/purchasing.
The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT
Roadway & Traffic Design Standards Indexes, or other related documents, so to become familiar
with their requirements. Strict adherence to the requirements of the Maintenance of Traffic ("MOT")
policy will be enforced under this Contract.
All costs associated with the Maintenance of Traffic shall be included on the line item on the bid
page. If MOT is required, MOT is to be provided within ten (10) days of receipt of Notice of Award.
32. SALES TAX SAVINGS AND DIRECT PURCHASE.
32.1 Contractor shall pay all sales, consumer, use and other similar taxes associated with the
Work or portions thereof, which are applicable during the performance of the Work. No markup shall
be applied to sales tax. Additionally, as directed by Owner and at no additional cost to Owner,
Contractor shall comply with and fully implement the sales tax savings program with respect to the
Work, as set forth in section 32.2 below:
32.2 Notwithstanding anything herein to the contrary, because Owner is exempt from sales tax
and may wish to generate sales tax savings for the Project, Owner reserves the right to make direct
purchases of various construction materials and equipment included in the Work ("Direct Purchase").
Contractor shall prepare purchase orders to vendors selected by Contractor, for execution by Owner,
on forms provided by Owner. Contractor shall allow two weeks for execution of all such purchase
orders by Owner. Contractor represents and warrants that it will use its best efforts to cooperate
with Owner in implementing this sales tax savings program in order to maximize cost savings for the
Project. Adjustments to the Contract Amount will be made by appropriate Change Orders for the
amounts of each Owner Direct Purchase, plus the saved sales taxes. A Change Order shall be
processed promptly after each Direct Purchase, or group of similar or related Direct Purchases,
unless otherwise mutually agreed upon between Owner and Contractor. With respect to all Direct
Purchases by Owner, Contractor shall remain responsible for coordinating, ordering, inspecting,
accepting delivery, storing, handling, installing, warranting and quality control for all Direct
Purchases. Notwithstanding anything herein to the contrary, Contractor expressly acknowledges
and agrees that all Direct Purchases shall be included within and covered by Contractor's warranty
to Owner to the same extent as all other warranties provided by Contractor pursuant to the terms of
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Construction Services Agreement: Revised 072118
the Contract Documents. In the event Owner makes a demand against Contractor with respect to
any Direct Purchase and Contractor wishes to make claim against the manufacturer or supplier of
such Direct Purchase, upon request from Contractor Owner shall assign to Contractor any and all
warranties and Contract rights Owner may have from any manufacturer or supplier of any such Direct
Purchase by Owner.
32.3 Bidder represents and warrants that it is aware of its statutory responsibilities for sale tax
under Chapter 212, Florida Statutes, and for its responsibilities for Federal excise taxes.
33. SUBCONTRACTS.
33.1 Contractor shall review the design and shall determine how it desires to divide the sequence
of construction activities. Contractor will determine the breakdown and composition of bid packages
for award of subcontracts, based on the current Project Milestone Schedule, and shall supply a copy
of that breakdown and composition to Owner and Design Professional for their review and approval
prior to submitting its first Application for Payment. Contractor shall take into consideration such
factors as natural and practical lines of severability, sequencing effectiveness, access and availability
constraints, total time for completion, construction market conditions, availability of labor and
materials, community relations and any other factors pertinent to saving time and costs.
33.2 A Subcontractor is any person or entity who is performing, furnishing, supplying or providing
any portion of the Work pursuant to a contract with Contractor. Contractor shall be solely responsible
for and have control over the Subcontractors. Contractor shall negotiate all Change Orders, Work
Directive Changes, Field Orders and Requests for Proposal, with all affected Subcontractors and
shall review the costs of those proposals and advise Owner and Design Professional of their validity
and reasonableness, acting in Owner's best interest, prior to requesting approval of any Change
Order from Owner. All Subcontractors performing any portion of the Work on this Project must be
"qualified" as defined in Collier County Ordinance 2013-69, meaning a person or entity that has the
capability in all respects to perform fully the Agreement requirements with respect to its portion of
the Work and has the integrity and reliability to assure good faith performance.
33.3 In addition to those Subcontractors identified in Contractor's bid that were approved by
Owner, Contractor also shall identify any other Subcontractors, including their addresses, licensing
information and phone numbers, it intends to utilize for the Project prior to entering into any
subcontract or purchase order and prior to the Subcontractor commencing any work on the Project.
The list identifying each Subcontractor cannot be modified, changed, or amended without prior
written approval from Owner. Any and all Subcontractor work to be self -performed by Contractor
must be approved in writing by Owner in its sole discretion prior to commencement of such work.
Contractor shall continuously update that Subcontractor list, so that it remains current and accurate
throughout the entire performance of the Work.
33.4 Contractor shall not enter into a subcontract or purchase order with any Subcontractor, if
Owner reasonably objects to that Subcontractor. Contractor shall not be required to contract with
anyone it reasonably objects to. Contractor shall keep on file a copy of the license for every
Subcontractor and sub -subcontractor performing any portion of the Work, as well as maintain a log
of all such licenses. All subcontracts and purchase orders between Contractor and its Subcontractors
shall be in writing and are subject to Owner's approval. Further, unless expressly waived in writing
by Owner, all subcontracts and purchase orders shall (1) require each Subcontractor to be bound to
Contractor to the same extent Contractor is bound to Owner by the terms of the Contract Documents,
as those terms may apply to the portion of the Work to be performed by the Subcontractor, (2) provide
for the assignment of the subcontract or purchase order from Contractor to Owner at the election of
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Construction Services Agreement: Revised 072118
Owner upon termination of Contractor, (3) provide that Owner will be an additional indemnified party
of the subcontract or purchase order, (4) provide that Owner, Collier County Government, will be an
additional insured on all liability insurance policies required to be provided by the Subcontractor
except workman's compensation and business automobile policies, (5) assign all warranties directly
to Owner, and (6) identify Owner as an intended third -party beneficiary of the subcontract or
purchase order. Contractor shall make available to each proposed Subcontractor, prior to the
execution of the subcontract, copies of the Contract Documents to which the Subcontractor will be
bound. Each Subcontractor shall similarly make copies of such documents available to its sub -
subcontractors.
33.5 Each Subcontractor performing work at the Project Site must agree to provide field (on-site)
supervision through a named superintendent for each trade (e.g., general concrete forming and
placement, masonry, mechanical, plumbing, electrical and roofing) included in its subcontract or
purchase order. In addition, the Subcontractor shall assign and name a qualified employee for
scheduling direction for its portion of the Work. The supervisory employees of the Subcontractor
(including field superintendent, foreman and schedulers at all levels) must have been employed in a
supervisory (leadership) capacity of substantially equivalent level on a similar project for at least two
years within the last five years. The Subcontractor shall include a resume of experience for each
employee identified by it to supervise and schedule its work.
33.6 Unless otherwise expressly waived by Owner in writing, all subcontracts and purchase orders
shall provide:
33.6.1 That the Subcontractor's exclusive remedy for delays in the performance of the
subcontract or purchase order caused by events beyond its control, including delays claimed to be
caused by Owner or Design Professional or attributable to Owner or Design Professional and
including claims based on breach of contract or negligence, shall be an extension of its contract time.
33.6.2 In the event of a change in the work, the Subcontractor's claim for adjustments in
the contract sum are limited exclusively to its actual costs for such changes plus no more than 10%
for overhead and profit.
33.6.3 The subcontract or purchase order, as applicable, shall require the Subcontractor
to expressly agree that the foregoing constitute its sole and exclusive remedies for delays and
changes in the Work and thus eliminate any other remedies for claim for increase in the contract
price, damages, losses or additional compensation. Further, Contractor shall require all
Subcontractors to similarly incorporate the terms of this Section 33.6 into their sub -subcontracts and
purchase orders.
33.6.4 Each subcontract and purchase order shall require that any claims by
Subcontractor for delay or additional cost must be submitted to Contractor within the time and in the
manner in which Contractor must submit such claims to Owner, and that failure to comply with such
conditions for giving notice and submitting claims shall result in the waiver of such claims.
34. CONSTRUCTION SERVICES.
34.1 Contractor shall maintain at the Project site, originals or copies of, on a current basis, all
Project files and records, including, but not limited to, the following administrative records: `
34.1.1 Subcontracts and Purchase Orders
34.1.2 Subcontractor Licenses
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"'C "A'
34.1.3
Shop Drawing Submittal/Approval Logs
34.1.4
Equipment Purchase/Delivery Logs
34.1.5
Contract Drawings and Specifications with Addenda
34.1.6
Warranties and Guarantees
34.1.7
Cost Accounting Records
34.1.8
Labor Costs
34.1.9
Material Costs
34.1.10
Equipment Costs
34.1.11
Cost Proposal Request
34.1.12
Payment Request Records
34.1.13
Meeting Minutes
34.1.14
Cost -Estimates
34.1.15
Bulletin Quotations
34.1.16
Lab Test Reports
34.1.17
Insurance Certificates and Bonds
34.1.18
Contract Changes
34.1.19
Permits
34.1.20
Material Purchase Delivery Logs
34.1.21
Technical Standards
34.1.22
Design Handbooks
34.1.23
"As -Built" Marked Prints
34.1.24
Operating & Maintenance Instruction
34.1.25
Daily Progress Reports
34.1.26
Monthly Progress Reports
34.1.27
Correspondenoe Files
34.1.28
Transmittal Records
34.1.29
Inspection Reports
34.1.30
Punch Lists
34.1.31
PMIS Schedule and Updates
34.1.32
Suspense (Tickler) Files of Outstanding
Requirements
The Project files and records shall be available at all times to Owner and Design Professional or their
designees for reference, review or copying.
34.2 Contractor Presentations
At the discretion of the County, the Contractor may be required to provide a brief update on the
Project to the Collier County Board of County Commissioners, "Board", up to two (2) times per
contract term. Presentations shall be made in a properly advertised Public Meeting on a schedule
to be determined by the County Manager or his designee. Prior to the scheduled presentation date,
the Contractor shall meet with appropriate County staff to discuss the presentation requirements and
format. Presentations may include, but not be limited to, the following information: Original contract
amount, project schedule, project completion date and any changes to the aforementioned since
Notice to Proceed was issued.
35. SECURITY.
The Contractor is required to comply with County Ordinance 2004-52, as amended. Background
checks are valid for five (5) years and the Contractor shall be responsible for all associated costs. If
required, Contractor shall be responsible for the costs of providing background checks by the Collier
County Facilities Management Division for all employees that shall provide services to the County
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C
under this Agreement. This may include, but not be limited to, checking federal, state and local law
enforcement records, including a state and FBI fingerprint check, credit reports, education, residence
and employment verifications and other related records. Contractor shall be required to maintain
records on each employee and make them available to the County for at least four (4) years.
All of Contractor's employees and subcontractors must wear Collier County Government
Identification badges at all times while performing services on County facilities and properties.
Contractor ID badges are valid for one (1) year from the date of issuance and can be renewed each
year at no cost to the Contractor during the time period in which their background check is valid, as
discussed below. All technicians shall have on their shirts the name of the contractor's business.
The Contractor shall immediately notify the Collier County Facilities Management Division via e-mail
(DL-FMOPS(aD,colliergov.net) whenever an employee assigned to Collier County separates from their
employment. This notification is critical to ensure the continued security of Collier County facilities
and systems. Failure to notify within four (4) hours of separation may result in a deduction of $500
per incident.
CCSO requires separate fingerprinting prior to work being performed in any of their locations. This
will be coordinated upon award of the contract. If there are additional fees for this process, the
Contractor is responsible for all costs.
36. VENUE.
Any suit or action brought by either party to this Agreement against the other party relating to or
arising out of this Agreement must be brought in the appropriate federal or state courts in Collier
County, Florida, which courts have sole and exclusive jurisdiction on all such matters.
37. VALUE ENGINEERING.
All projects with an estimated cost of $10 million or more shall be reviewed for consideration of a
Value Engineering (VE) study conducted during project development. A "project" shall be defined as
the collective contracts, which may include but not be limited to: design, construction, and
construction, engineering and inspection (CEI) services. Additionally, any project with an estimated
construction value of $2 million or more may be reviewed for VE at the discretion of the County.
38. ABOVEGROUND/UNDERGROUND TANKS.
38.1 The contractor shall ensure compliance with all NFPA regulations: specifically 110 & 30/30A;
FDEP chapter 62 regulations: specifically 761, 762, 777, and 780; 376 & 403 Florida Statutes; and
STI, UL, PEI, ASME, NACE, NLPA, NIST & API referenced standards pertaining to the storage of
hazardous materials and petroleum products.
38.2 The contractor shall notify the Solid & Hazardous Waste Management Department (SHWMD)
prior to the installation, removal, or maintenance of any storage tank, including day tanks for
generators, storing / will be storing petroleum products or hazardous materials. The contractor shall
provide a 10 day and 48-hour notice to SHWMD 239-252-2508 prior to commencement.
The contractor shall provide the plans pertaining to the storage tank systems containing hazardous
materials / petroleum products to the SHWMD prior to plans submittal to a permitting entity and then
SHWMD must approve the plans prior to contractor's submittal for permitting.
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Construction Services Agreement: Revised 072118
O)
39. STANDARDS OF CONDUCT: PROJECT MANAGER, SUPERVISOR, EMPLOYEES.
The Contractor shall employ people to work on Owner's projects who are neat, clean, well-groomed
and courteous. Subject to the Americans with Disabilities Act, Contractor shall supply competent
employees who are physically capable of performing their employment duties. The Owner may
require the Contractor to remove an employee it deems careless, incompetent, insubordinate or
otherwise objectionable and whose continued employment on Owner's projects is not in the best
interest of the County.
40. DISPUTE RESOLUTION.
Prior to the initiation of any action or proceeding permitted by this Agreement to resolve disputes
between the parties, the parties shall make a good faith effort to resolve any such disputes by
negotiation. The negotiation shall be attended by representatives of Contractor with full decision-
making authority and by Owner's staff person who would make the presentation of any settlement
reached during negotiations to Owner for approval. Failing resolution, and prior to the
commencement of depositions in any litigation between the parties arising out of this Agreement, the
parties shall attempt to resolve the dispute through Mediation before an agreed-upon Circuit Court
Mediator certified by the State of Florida. The mediation shall be attended by representatives of
Contractor with full decision-making authority and by Owner's staff person or designee who would
make the presentation of any settlement reached at mediation to Owner's Board for approval.
Should either party fail to submit to mediation as required hereunder, the other party may obtain a
court order requiring mediation under Section 44.102, Fla. Stat.
Any suit or action brought by either party to this Agreement against the other party relating to or
arising out of this Agreement must be brought in the appropriate federal or state courts in Collier
County, Florida, which courts have sole and exclusive jurisdiction on all such matters.
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Construction Services Agreement: Revised 072118
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
"Attached hereto, following this page"
56
Construction Services Agreement: Revised 072118
VA(
19-7609 — Sunshine Blvd Sidewalk and Pedestrian Bridge
FINANCIAL PROJECT ID: 435030-1-58-01
Exhibit I — Supplemental Terms and Conditions
Grantor amendments to Construction Services Agreement
in accordance with Grantor review and response of Bid Documents, and per FOOT - Local Agency Program Manual,
Chapter 21— Construction Advertising and Award, incorporated herein by reference, the following edits/revisions
apply to the Collier County On-line Bid Template document titled "Construction Bid Instructions Form" only as
applicable to the above referenced project:
GRANTOR REQUIRED REVISIONS TO CONSTRUCTION BID INSTRUCTIONS FORM
DOCUMENT rev 06-04-18
4. RIGHT TO REJECT BIDS
The Owner reserves the right to reject any and all Bids or to waive informalities and negotiate with the appaf
lowest, qualified Biddei- to sueh extent as Fflay be neeessary for budgetary ivase .
11. BID QUANTITIES
11.1 Quantities given in the Bid Schedule, while estimated from the best information available, are approximate
only. Payment for unit price items shall be based on the actual number of units installed for the Work. Bids shall be
compared on the basis of number of units stated in the Bid Schedule as set forth in the Bidding Documents. Said unit
prices shall be multiplied by the bid quantities for the total Bid price. Any Bid not conforming to this requirement
may be rejected. Special attention to all Bidders is called to this provision, because if conditions make it necessary
or prudent to revise the unit quantities, the unit prices will be fixed for such increased or decreased
quantities. Compensation for such additive or subtractive changes in the quantities shall be limited to the unit prices
in the Bid. Subsequent to the issuanee of a notiee to pfeeeed, the Prejeet Manager and the Sueeessful Bidder shall
haN,e the diseretion to re negotia4e an), unit priee(s) whei,e the aetual quantity varies by more than twenty five pereent.
0
) ftem the estimate at the time of bid.
GRANTOR REQUIRED REVISIONS TO CONSTRUCTION AGREEMENT (rev 07.21.18) Exhibit H —
General Terms and Conditions
4. PROGRESS PAYMENTS
4.6 Owner shall retain ten percent (10%) of the gross amount of each monthly payment request or ten percent (10%)
of the portion thereof approved by the Project Manager for payment, whichever is less. Such sum shall be accumulated
and not released to Contractor until final payment is due unless otherwise agreed to by the Owner in accordance with
Florida Statute 255.078. The Project Manager shall have the discretion to establish, in writing, a schedule to
periodically reduce the percentage of cumulative retainage held throughout the course of the Project schedule. Owner
shall reduce the amount of the retainage withheld on each payment request subsequent to fifty per-eent rsseventy-
five percent (75%) completion subject to the guidelines set forth in Florida Statute 255.078 and as set forth in the
Owner's procurement ordinance and policies.
10. CHANGES IN THE WORK
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 °
0
aettial equipment eests shall be per-ffli4ed, with a ffia)6muFfl five pet-eent 0
0
,;). Ail eefnpensmiefl due Gentraetei-
abE)N,e. Ne mafktip shall be plaeed on sales tax, shipping of subeentraetet- mafledt�---
subject to limitations markup
and terms as defined in specification section 4-3.2.1 Allowable costs for Extra Work and 4-3.2.2 Subcontracted_
Work
Under Paragraph 10, Add Paragraph 10.8:
10.8. All change orders will require review and approval by FDOT
11. CLAIMS AND DISPUTES.
11.2 Claims by the Contractor shall be made in writing to the Project Manager within forty-eight (48) hours from
when the Contractor knew or should have known of the event giving rise to such Claim or else the Contractor shall
be deemed to have waived the Claim. Written supporting data shall be submitted to the Project Manager within fifteen
"ten 10 calendar days after the occurrence of the event, unless the Owner grants additional time in writing, or
else the Contractor shall be deemed to have waived the Claim. All Claims shall be priced in accordance with the
provisions of Subsection 10.4.
14. COMPLIANCE WITH LAWS
14.3 (DELETE EXCEPTIONS TO THE PROGRAM LANGUAGE)
GRANTOR REQUIRED REVISIONS TO CONSTRUCTION BID DOCUMENT FORMS
FORM 3 - MATERIALS MANUFACTURERS
Form 3 is excluded from this contract
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
FEDERAL HIGHWAY ADMINISTRATION — CFDA 20.205
The supplemental conditions contained in this section are intended to cooperate with, to supplement, and
to modify the general conditions and other specifications. In cases of disagreement with any other section
of this contract, the Supplemental Conditions shall govern.
Contractor means an entity that receives a contract.
The services performed by the awarded Contractor shall be in compliance with all applicable grantor
regulations/requirements, and additional requirements specified in this document. It shall be the awarded
Contractor's responsibility to acquire and utilize the necessary manuals and guidelines that apply to the
work required to complete this project. In general,
1) The contractor (including all subcontractors) must insert these contract provisions in each lower
tier contracts (e.g. subcontract or sub -agreement);
2) The contractor (or subcontractor) must incorporate the applicable requirements of these contract
provisions by reference for work done under any purchase orders, rental agreements and other
agreements for supplies or services;
3) The prime contractor is responsible for compliance with these contract provisions by any
subcontractor, lower -tier subcontractor or service provider.
EXHBIIT I - 1
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
The following terms and conditions supersede any terms and conditions under the General Conditions of
this contract and/or policy and guidelines of Collier County Government (Agency) for the purpose of this
engagement only.
Bonding
Upon award, furnish to the Agency, and maintain in effect throughout the life of the Contract, an acceptable
surety bond in a sum at least equal to the amount of the Contract. Execute such bond on the form furnished
by the Agency. Obtain a surety that has a resident agent in the State of Florida, meets all of the
requirements of the laws of Florida and the regulations of the Agency, and has the Agency's approval.
Ensure that the surety's resident agent's name, address and telephone number is clearly stated on the face
of the Contract Bond.
Buy America and Foreign Contractor and Supplier Restriction
Source of Supply - Steel (Federal -Aid Contracts Only): For Federal -aid Contracts, only use steel and
iron produced in the United States, in accordance with the Buy America provisions of 23 CFR 635.410, as
amended. Ensure that all manufacturing processes for this material occur in the United States. As used in
this specification, a manufacturing process is any process that modifies the chemical content, physical
shape or size, or final finish of a product beginning with the initial melding and mixing and continuing through
the bending and coating stages. A manufactured steel or iron product is complete only when all grinding,
drilling, welding, finishing and coating have been completed. If a domestic product is taken outside the
United States for any process, it becomes foreign source material. When using steel and iron as a
component of any manufactured product incorporated into the project (e.g., concrete pipe, pres-stressed
beams, corrugated steel pipe, etc.), these same provisions apply, except that the manufacturer may use
minimal quantities of foreign steel and iron when the cost of such foreign materials does not exceed 0.1 %
of the total Contract amount or $2,500, whichever is greater. These requirements are applicable to all steel
and iron materials incorporated into the finished work, but are not applicable to steel and iron items that the
Contractor uses but does not incorporate into the finished work. Provide a certification from the producer
of steel or iron, or any product containing steel or iron as a component, stating that all steel or iron furnished
or incorporated into the furnished product was manufactured in the United States in accordance with the
requirements of this specification and the Buy America provisions of 23 CFR 635.410, as amended. Such
certification shall also include (1) a statement that the product was produced entirely within the United
States, or (2) a statement that the product was produced within the United States except for minimal
quantities of foreign steel and iron valued at $ (actual value). Furnish each such certification to the Engineer
prior to incorporating the material into the project. When FHWA allows the use of foreign steel on a project,
furnish invoices to document the cost of such material, and obtain the Engineer's written approval prior to
incorporating the material into the project.
Certification of Current Capacity
The contractor must certify that he/she has the financial capacity to complete the project.
Change in the Work (Change Orders)
See Exhibit H: General Terms and Conditions: Section 10; Changes in the Work,
Article 10.2 Change Order.
Claims and Disputes
See Exhibit H: General Terms and Conditions: Section 11; Claims and Disputes
_Contractor Purchased Equipment for State or Local Ownership
Provision excluded from this contract.
Legal Requirements and Responsibility to the Public
Disadvantaged Business Enterprise Program (REV 10-23-12) (FA 11-15-12) (7-13)
7-24 Disadvantaged Business Enterprise Program.
EXHBIIT I - 2
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
7-24.1 [removed per strike outs]
7-24.2 Required Contract and Subcontract DBE Assurance Language: In accordance with 49 CFR
26.13 (b), the Contract FDOT signs with the Contractor (and each subcontract the prime contractor signs
with a subcontractor) must include the following assurance: "The Contractor, sub -recipient or subcontractor
shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract.
The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration
of DOT -assisted Contracts. Failure by the Contractor to carry out these requirements is a material breach
of this Contract, which may result in the termination of this Contract or such other remedy as the recipient
deems appropriate, which may include, but is not limited to,
1. Withholding monthly progress payments;
2. Assessing sanctions;
3. Liquidated damages; and/or
4. Disqualifying the Contractor from future bidding as non -responsible."
7-24.3 [removed per strike outs]
7-24.4 DBE Records and Reports: Submit the following through the Equal Opportunity Compliance
System:
1. DBE Commitments - at or before the Pre -Construction Conference.
2. Report monthly, through the Equal Opportunity Compliance System on the Department's Website, actual
payments (including retainage) made to DBEs for work performed with their own workforce and equipment
in the area in which they are certified. Report payments made to all DBE and Minority Business Enterprise
(MBE) subcontractors and DBE and MBE construction material and major suppliers. The Equal Opportunity
Office will provide instructions on accessing this system. Develop a record keeping system to monitor DBE
affirmative action efforts which include the following:
1. the procedures adopted to comply with these Specifications;
2. the number of subordinated Contracts on Department projects awarded to DBEs;
3. the dollar value of the Contracts awarded to DBEs;
4. the percentage of the dollar value of all subordinated Contracts awarded to DBEs as a percentage of the
total Contract amount;
5. a description of the general categories of Contracts awarded to DBEs; and
6. the specific efforts employed to identify and award Contracts to DBEs.
Upon request, provide the records to the Department for review.
Maintain all such records for a period of five years following acceptance of final payment and have them
available for inspection by the Department and the Federal Highway Administration,
7-24.5 Counting DBE Participation and Commercially Useful Functions:
49 CFR Part 26.55 specifies when DBE credit shall be awarded for work performed by a DBE. DBE credit
can only be awarded for work actually performed by DBEs themselves for the types of work for which they
are certified. When reporting DBE Commitments, only include the dollars that a DBE is expected to
earn for work they perform with 'their ITB 19-7609 own workforce and equipment. Update DBE
Commitments to reflect changes to the initial amount that was previously reported or to add DBEs not
initially reported. When a DBE participates in a contract, the value of the work is determined in accordance
with 49 CFR Part 26.55, for example:
1. The Department will count only the value of the work performed by the DBE toward DBE goals. The
entire amount of the contract that is performed by the DBE's own forces (including the cost of supplies,
equipment and materials obtained by the DBE for the contract work) will be counted as DBE credit.
2. The Department will count the entire amount of fees or commissions charged by the DBE firm for
providing a bona fide service, such as professional, technical, consultant, or managerial services or for
providing bonds or insurance specifically required for the performance of a Department -assisted contract,
toward DBE goals, provided that the Department determines the fees to be reasonable and not excessive
as compared with fees customarily followed for similar services.
3. When the DBE subcontracts part of the work of its contract to another firm, the Department will count the
value of the subcontracted work only if the DBE's subcontractor is itself a DBE. Work that a DBE
subcontracts to a non -DBE firm does not count toward DBE goals. 4. When a DBE performs as a participant
in a joint venture, the Department will count the portion of the dollar value of the contract equal to the
distinct, clearly defined portion of the work the DBE performs with its own forces toward DBE goals.
EXHBIIT I - 3
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
5. The Contractors shall ensure that only expenditures to DBEs that perform a commercially useful function
(CUF) in the work of a contract may be counted toward the voluntary DBE goal.
6. A DBE performs a commercially useful function when it is responsible for execution of the work of the
contract and is carrying out its responsibilities by actually performing, managing, and supervising the work
involved. To perform a commercially useful function, the DBE must also be responsible, with respect to
materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering
the material, and installing (where applicable) and paying for the material itself.
7. Contractors wishing to use joint checks involving DBE credit must provide written notice to the District
Contract Compliance Office prior to issuance of the joint check. The Contractor must also provide a copy
of the notice to the DBE subcontractor and maintain a copy with the project records.
8. To determine whether a DBE is performing a commercially useful function, the Department will evaluate
the amount of work subcontracted, industry practices, whether the amount the firm is to be paid under the
contract is commensurate with the work it is actually performing and the DBE credit claimed for its
performance of the work, and other relevant factors.
9. A DBE does not perform a commercially useful function if its role is limited to that of an extra participant
in a transaction, contract, or project through which funds are passed in order to obtain the appearance of
DBE participation.
10. If a DBE does not perform or exercise responsibility for at least 30% of the total cost of its contract
with its own workforce, or if the DBE subcontracts a ITB 19-7609 greater portion of the work of a contract
than would be expected on the basis of normal industry practice for the type of work involved, the DBE
has not performed a commercially useful function.
7-24.6 Prompt Payments: Meet the requirements of 9-5 for payments to all DBE subcontractors.
Equal Employment Opportunity
Equal Employment Opportunity Policy: Accept as the operating policy, the following statement which is
designed to further the provision of equal opportunity to all persons without regard to their age, race, color,
religion, national origin, sex, or disability and to promote the full realization of equal employment opportunity
through a positive continuing program:
"it is the policy of this Company to assure that applicants are employed, and that employees are treated
during employment, without regard to their age, race, religion, color, national origin, sex or disability.
Such action must include: employment, upgrading, demotion, or transfer; recruitment or recruitment
advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training,
including apprenticeship, pre -apprenticeship, and/or on-the-job training."
Equal Employment Opportunity Officer: Designate and make known to the Department's contracting
officers and equal employment opportunity officer (hereinafter referred to as the EEO Officer) who must be
capable of effectively administering and promoting an active Contractor program employment opportunity
and who must be assigned adequate authority and responsibility to do so.
Dissemination of Policy: All members of the Contractor's staff who are authorized to hire, supervise,
promote, and discharge employees, or who recommend such action, or who are substantially involved in
such action, will be made fully cognizant of, and will implement, the Contractor's equal employment
opportunity policy and contractual responsibilities.
Recruitment: When advertising for employees, include in all advertisements for employees, the notation,
"An Equal Opportunity Employer".
Personnel Actions: Establish and administer wages, working conditions, employee benefits, and
personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and
termination without regard to age, race, color, religion, national origin, sex, or disability.
Follow the following procedures:
a. Conduct periodic inspections of project sites to ensure that working conditions and employee
EXHBIIT 1- 4
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
facilities do not indicate discriminatory treatment of project site personnel.
b. Periodically evaluate the spread of wages paid with each classification to determine any evidence
of discriminatory wage practices.
c. Periodically review selected personnel actions in depth to determine whether there is evidence of
discrimination. Where evidence, if found, promptly take corrective action. If the review indicates
that the discrimination may extend beyond the actions reviewed, such corrective action must
include all affected persons.
d. Investigate all complaints of alleged discrimination made in connection with obligations under this
Contract, attempt to resolve such complaints, and take appropriate corrective action. If the
investigation indicates that the discrimination may affect persons other than the complainant, such
corrective action must include such other persons. Upon completion of each investigation, inform
every complainant of all of the avenues of appeal.
Subcontracting: Use the best efforts to ensure subcontractor compliance with their equal employment
opportunity policy.
Records and Reports: Keep such records as are necessary to determine compliance with the equal
employment opportunity obligations. The records kept will be designed to indicate the following:
a. The number of minority and non -minority group members employed in each work classification on
the project.
b. The progress and efforts being made in cooperation with unions to increase minority group
employment opportunities (applicable only to Contractors who rely in whole, or in part, on unions
as a source of their work force).
c. The progress and efforts being made in locating, hiring, training qualifying, and upgrading minority
group employees as deemed appropriate to comply with their Equal Employment Opportunity
Policy.
d. The progress and efforts being made in securing the services of minority group subcontractors or
subcontractors with meaningful minority group representation among their employees as deemed
appropriate to comply with their Equal Employment Opportunity Policy.
All such records must be retained for a period of three years following completion of the contract work and
be available at reasonable times and places for inspection by authorized representatives to the Department
and the Federal Highway Administration. Upon request, submit to the Department a report of the number
of minority and non -minority group employees currently engaged in each work classification required by
this Contract work.
Equipment Rental Rates
For any machinery or special equipment (other than small tools), including fuel and lubricant, the Contractor
will receive 100% of the "Rental Rate Blue Book" for the actual time that such equipment is in operation on
the work, and 50% of the "Rental Rate Blue Book" for the time the equipment is directed to standby and
remain on the project site, to be calculated as indicated below. The equipment rates will be based on the
latest edition (as of the date the work to be performed begins) of the "Rental Rate Blue Book for Construction
Equipment' or the "Rental Rate Blue Book for Older Construction Equipment," whichever is applicable, as
published by_Machinery Information Division of PRIMEDIA information, Inc. (version current at the time of
bid), using all instructions and adjustment contained therein and as modified below. On all projects, the
Engineer will adjust the rates using regional adjustments and Rate
Adjustment Tables according to the instructions in the Blue Book.
Allowable Equipment Rates will be established as set out below:
a. Allowable Hourly Equipment Rate= Monthly Rate/176 x Adjustment Factors x 100%,
b. Allowable Hourly Operating Cost= Hourly Operating Cost x 100%.
c. Allowable Rate per Hour = Allowable Hourly Equipment Rate + Allowable Hourly Operating Cost.
d. Standby Rate = Allowable Hourly Equipment Rate x 50%.
EXHBIIT 1- 5
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
The Monthly Rate is the Basic Machine Rate Plus Any Attachments. Standby rates will apply when
equipment is not in operation and is directed by the Engineer to standby at the project site when needed
again to complete work and the cost of moving the equipment will exceed the accumulated standby cost.
Standby rates will not apply on any day the equipment operates for eight hours or more. Standby payment
will be limited to only that number of hours which, when added to the operating time for that day equals
eight hours. Standby payment will not be made on days that are not normally considered work days on the
project.
The Owner will allow for the cost of transporting the equipment to and from the location at which it will be
used. If the equipment requires assembly or disassembly for transport, the Owner will pay for the time to
perform this work at the rate for standby equipment. Equipment may include vehicles utilized only by Labor,
as defined above.
Incentive/Disincentive Clauses (Prosect Specific)
Provision excluded from this contract.
E -Verify
The Contractor shall utilize the U.S. Department of Homeland Security's EVerify system to verify the
employment eligibility of all new employees hired by the Contractor during the term of the Contract and
shall expressly require any subcontractors performing work or providing services pursuant to the Contract
to likewise utilize the U.S. Department of Homeland Security's E -Verify system to verify the employment
eligibility of all new employees hired by the subcontractor during the Contract term.
The Website for E -Verify is: http://www.uscis.-gov/e-verify
FHWA FORM 1273
The FHWA 1273 Electronic Version, dated May 1, 2012 is posted on the Department's website at the
following URL address:
http://www.fdot.qov/programmanagement/Implemented/URLinSpecs/files/FHWAl273.p
df
Take responsibility to obtain this information and comply with all requirements posted on this website up
through five calendar days before the opening of bids. Comply with provisions contained in FHWA 1273. In
addition to the requirements of Section IV, No. 3(a), include gender and race in the weekly annotated payroll
records. If the Department's website cannot be accessed, contact the Department's Specifications Office
Web Coordinator at (850) 414-4101.
FHWA Form 1273 appears in its entirety at the end of this Exhibit.
Foreign Contractor and Supplier
Proposal may not limit this project to domestic -owned contractors only.
Indian Preference On Federal -aid Protects (Labor & Employment)
Provision excluded from this contract.
Liquidated Damages
See Construction Agreement: Section 5B - Liquidated Damages in General
Local Preference
Provision excluded from this contract.
Award and Execution of Contract (Method of Bidding)
See General Bid Instructions - Section 12 Award of Contract,
Article, 12.2 Statement of Award
Non -Collusion Certification
EXHBIIT 1- 6
EXHIBIT 1: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
See Exhibit I: Supplemental Terms and Conditions, Federal Contract Provisions and Assurances,
On -The -Job Training Requirements
As part of the Contractor's equal employment opportunity affirmative action program, training shall be
provided as follows:
The Contractor shall provide On -The -Job Training aimed at developing full journeymen in the type of trade
or job classification involved in the work. In the event the Contractor subcontracts a portion of the contract
work, it shall determine how many, if any, of the trainees are to be trained by the subcontractor provided,
that the Contractor shall retain the primary responsibility for meeting the training requirements imposed by
this Section. Ensure that, when feasible, 25% of trainees in each occupation are in their first year of training.
The Contractor shall incorporate the requirements of this Section into such subcontract.
The number of trainees will be estimated on the number of calendar days of the contract, the dollar value,
and the scope of work to be performed. The trainee goal will be finalized at a Post -P reconstruction Trainee
Evaluation Meeting and the goal will be distributed among the work classifications based on the following
criteria:
1. Determine the number of trainees on Federal Aid Contract:
a. No trainees will be required for contracts with a Contract Time allowance of less than 275
calendar days.
b. If the Contract Time allowance is 275 calendar days or more, the number of trainees shall be
established in accordance with the following chart:
Estimated Contract Amount Trainees Required
$2,000,000 or less 0
Over $2,000,000 to $4,000,000 2
Over $4,000,000 to $6,000,000 3
Over $6,000,000 to $12,000,000 5
Over $12,000,000 to $18,000,000 7
Over $18,000,000 to $24,000,000 9
Over $24,000,000 to $31,000,000 12
Over $31,000,000 to $37,000,000 13
Over $37,000,000 to $43,000,000 14
Over $43,000,000 to $49,000,000 15
Over $49,000,000 to $55,000,000 16
Over $55,000,000 to $62,000,000 17
Over $62,000,000 to $68,000,000 18
Over $68,000,000 to $74,000,000 19
Over $74,000,000 to $81,000,000 20
Over $81,000,000 to $87,000,000 21
Over $87,000,000 to $93,000,000 22
Over $93,000,000 to $99,000,000 23
Over $99,000,000 to $105,000,000 24
Over $105,000,000 to $112,000,000 25
Over $112,000,000 to $118,000,000 26
Over $118,000,000 to $124,000,000 27
Over $124,000,000 to $130,000,000 28
Over $130,000,000 to *
*One additional trainee per $6,000,000 of estimated Construction Contract amount over $130,000,000
Further, if the Contractor or subcontractor requests to utilize banked trainees as discussed later in this
Section, a Banking Certificate will be validated at this meeting allowing credit to the Contractor for previously
banked trainees. Banked credits of prime Contractors working as Subcontractors may be accepted for
credit. The Contractor's Project Manager, the Construction Project Engineer and the Department's District
Contract Compliance Manager will attend this meeting. Within ten days after the Post-Preconstruction
Training Evaluation Meeting, the Contractor shall submit to the Department for approval an On -The -Job
EMBIIT I - 7
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
Training Schedule indicating the number of trainees to be trained in each selected classification and the
portion of the Contract Time during which training of each trainee is to take place.
This schedule may be subject to change if any of the following occur:
1. When a start date on the approved On -The -Job Training Schedule has been missed by 14 or more days;
2. When there is a change in previously approved classifications;
3. When replacement trainees are added due to voluntary or involuntary Termination The revised schedule
will be resubmitted to and approved by the Department's District Contract Compliance Manager.
The following criteria will be used in determining whether or not the Contractor has complied with this
Section as it relates to the number of trainees to be trained:
1. Credit will be allowed for each trainee that is both enrolled and satisfactorily completes training on this
Contract. Credit for trainees, over the established number for this Contract, will be carried in a "bank" for
the Contractor and credit will be allowed for those surplus trainees in subsequent, applicable projects. A
"banked" trainee is described as an employee who has been trained on a project, over and above the
established goal, and for which the Contractor desires to preserve credit for utilization on a subsequent
project.
2. Credit will be allowed for each trainee that has been previously enrolled in the Department's approved
training program on another contract and continues training in the same job classification and completes
their training on a different contract.
3. Credit will be allowed for each trainee who, due to the amount of work available in their classification, is
given the greatest practical amount of training on the contract regardless of whether or not the trainee
completes training.
4. Credit will be allowed for any training position indicated in the approved On -The -Job Training Schedule,
if the Contractor can demonstrate that made a good faith effort to provide training in that classification was
made.
5. No credit will be allowed for a trainee whose employment by the Contractor is involuntarily terminated
unless the Contractor can clearly demonstrate good cause for this action. Training and upgrading of
minorities, women and economically disadvantaged persons toward journeyman status is a primary
objective of this Section. Accordingly, the Contractor shall make every effort to enroll minority trainees and
women (e.g., by conducting systematic and direct recruitment through public and private sources likely to
yield minority and women trainees) to the extent such persons are available within a reasonable area of
recruitment. If a non -minority male is enrolled into the On -The -Job training Program, the On -The -Job
Training Notification of Personnel Action Form notifying the District Contract Compliance Manager of such
action shall be accompanied by a disadvantaged certification or a justification for such action acceptable to
the Department's District Contract Compliance Manager. The Contractor will be given an opportunity and
will be responsible for demonstrating the steps that it has taken in pursuance thereof, prior to a
determination as to whether the Contractor is in compliance with this Section. This training is not intended,
and shall not be used, to discriminate against any applicant for training, whether a minority, woman or
disadvantaged person. No employee shall be employed as a trainee in any classification in which they have
successfully completed a training course leading to journeyman status, or have been employed as a
journeyman. The Contractor may satisfy this requirement by including appropriate questions in the
employee application or by other suitable means. Regardless of the method used, the Contractor's records
should document the findings in each case. The minimum length and type of training for each classification
will be as established at the Post-Preconstruction Trainee Evaluation Meeting and approved by the
Department. Graduation to journeyman status will be based upon satisfactory completion of a Proficiency
Demonstration set up at the completion of training and established for the specific training classification,
completion of the minimum hours in a training classification range, and the employer's satisfaction that the
trainee does meet journeyman status in the classification of training.
Upon reaching journeyman status, the following documentation must be forwarded to the District Contract
Compliance Office:
1. Trainee Enrollment and Personnel Action Form
2. Proficiency Demonstration Verification Form indicating completion of each standard established for the
classification signed by representatives of both the Contractor and the Department.
EXHBIIT 1- 8
EXHIBIT 1: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
The Department and the Contractor shall establish a program that is tied to the scope of the work in the
project and the length of operations providing it is reasonably calculated to meet the equal employment
opportunity obligations of the Contractor and to qualify the average trainee for journeyman status in the
classifications concerned, by at least, the minimum hours prescribed for a training classification.
Furthermore, apprenticeship programs registered with the U.S. Department of Labor, Bureau of
Apprenticeship and Training, or with a State apprenticeship agency recognized by the Bureau and training
programs approved but not necessarily sponsored by the U.S. Department of Labor, Manpower
Administration, Bureau of Apprenticeship and Training shall also be considered acceptable provided it is
being administered in a manner consistent with the equal employment obligations of Federal Aid highway
construction contract. Approval or acceptance of a training schedule shall be obtained from the Department
prior to commencing work on the classifications covered by the program. A voluntary On -The -Job Training
Program is available to a Contractor which has been awarded a state funded project. Through this program,
the Contractor will have the option to train employees on state funded projects for "banked credit" as
discussed previously in this provision, to be utilized on subsequent Federal Aid Projects where training is
required. Those Contractors availing themselves of this opportunity to train personnel on state funded
projects and bank trainee hours for credit shall comply with all training criteria set forth in this Section for
Federal Aid Projects; voluntary banking may be denied by the Department if staff is not available to monitor
compliance with the training criteria. It is the intention of these provisions that training is to be provided in
the construction crafts rather than clerk -typists or secretarial type positions. Training is permissible in lower
level management positions such as office engineers, estimators, etc., where the training is oriented toward
construction applications. Training in the laborer classifications, except Common/General Laborer, may be
permitted provided that significant and meaningful training is provided and approved by the District Contract
Compliance Office. When approved in advance by the District Contract Compliance Manager, credit will be
given for training of persons in excess of the number specified herein under the current contract or a
Contractor will be allowed to bank trainees who have successfully completed a training program and may
apply those trainees to a training requirement in subsequent project(s) upon approval of the Department's
District Contract Compliance Manager. This credit will be given even though the Contractor may receive
training program funds from other sources, provided such other source do not specifically prohibit the
Contractor from receiving other form of compensation. Offsite training is permissible as long as the training
is an integral part of an approved training program and does not compromise a significant part of the overall
training.
Credit for offsite training indicated above may only be made to the Contractor when it does one or more of
the following and the trainees are concurrently employed on a Federal Aid Project:
1. Contributes to the cost of the training,
2. Provides the instruction to the trainee,
3. Pays the trainee's wages during the offsite training period.
The Contractor shall compensate the trainee at no less than the laborer rate established in the Contract at
the onset of training. The compensation rate will be increased to the journeyman's wage upon graduation
from the training program for the remainder of the time the trainee works in the classification in which they
were trained. The Contractor shall furnish the trainee a copy of the program they will follow in providing the
training. The Contractor shall provide each trainee with a certification showing the type and length of training
satisfactorily completed. The Contractor shall enroll a trainee in one training classification at a time to
completion before the trainee can be enrolled in another classification on the same project. The Contractor
shall maintain records to document the actual hours each trainee is engaged in training on work being
performed as a part of this Contract. The Contractor shall submit to the District Contract Compliance
Manager a copy of an On -The -Job Training Notification of Personnel Action form no later than seven days
after the effective date of the action when the following actions occur: a trainee is transferred on the project,
transferred from the project to continue training on another contract, completes training, is upgraded to
journeyman status or voluntary terminates or is involuntary terminated from the project. The Contractor
shall furnish to the District Contract Compliance Manager a copy of a Monthly Time Report for each trainee.
The Monthly Time Report for each month shall be submitted no later than the tenth day of the subsequent
month. The Monthly Time Report shall indicate the phases and sub -phases of the number of hours devoted
to each proficiency. Highway or Bridge Carpenter Helper, Mechanic Helper, Rodman/Chainman, and
Timekeeper classifications will not be approved for the On -The -Job Training Program. The number of
trainees may be distributed among the work classifications on the basis of the Contractor's needs and the
EMBIIT I - 9 '�-..
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
availability of journeymen in the various classifications within a reasonable area of recruitment. The
Contractor will have fulfilled the responsibilities of this Specification when acceptable training has been
provided to the trainee as specified above.
Owner Force Account/Cost-Effective Justification
Provision excluded from this contract.
Patented/Proprietary Materials
The Owner certifies that neither patented nor proprietary material are required or specifically named in the
specifications to be used for this project.
Prequalification
Due to this project being located off the State Highway system, FDOT prequalification is not required.
Prevailing Minimum Wage (Unless Exempted by the Florida Department of Transportation)
Be familiar with the reference, "Legal Requirements and Responsibility to the Public - Wage Rates For
Federal —Aid Projects, revised (01 /2014).
For LAP construction contracts, payment of predetermined minimum wages applies. This requirement
may be exempted on a case by case basis upon review and approval from the Florida Department of
Transportation State Wage Compliance Office. If this requirement is exempted, it will be stated as such at
the beginning of the solicitation documentation.
The U.S. Department of Labor Wage Rates applicable to the Contract is listed in Wage Rate
Decision Number(s) 01/04/2019 F1_163,+as modified up through ten days prior to the opening of bids.
This Wage Rate Decision appears in its entirety at the end of this Exhibit if applicable.
Obtain the applicable General Decision(s) (Wage Tables) through the Department's Office of Construction
website and ensure that employees receive the minimum compensation applicable. Review the General
Decisions for all classifications necessary to complete the project. When needed, request additional
classifications through the Engineer's Office.
For guidance on requirements for the payment of wages and benefits and the submittal of certified payrolls,
and for general guidance and examples of multiple wage rates when assigned to a Contract, refer to the
Department's Office of Construction website. Questions regarding wage rates and the applicability of wage
tables should be submitted in accordance with 2-4. Contact the Department's Wage Rate Coordinator, at
(850) 414-4492, if the Department's website cannot be accessed or there are questions.
Progress Payments
See Exhibit H: General Terms and Conditions — Section 4; Progress Payments,
Prohibition against Convict Produced Materials
Source of Supply -Convict Labor (Federal -Aid Contracts Only): Do not use materials that were
produced after July 1, 1991, by convict labor for Federal -aid highway construction projects unless the prison
facility has been producing convict -made materials for Federal -aid highway construction projects before
July 1, 1987.
Use materials that were produced prior to July 2, 1991, by convicts on Federal -aid highway construction
projects free from the restrictions placed on the use of these materials by 23 U.S.C. 114. The Department
will limit the use of materials produced by convict labor for use in Federal -aid highway construction projects
to:
a. Materials produced by convicts on parole, supervised release, or probation from a prison; or
b. Materials produced in a qualified prison facility.
EXHBIIT I - 10
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
The amount of such materials produced for Federal -aid highway construction during any 12 -month period
shall not exceed the amount produced in such facility for use in such construction during the 12 -month
period ending July 1, 1987.
Public Agencies in Competition with the Private Sector
The County does not allow other Public Agencies to compete with, or bid on, construction projects against
the private sector.
Publicly -Owned Equipment
The County does not allow Contractors the use of publicly owned equipment.
Salvage Credits
Provision excluded from this contract.
Standardized Changes Conditions Contract Clauses
Differing site conditions:
I. During the progress of the work, if subsurface or latent physical conditions are encountered at the
site differing materially from those indicated in the contract, or if unknown physical conditions of an
unusual nature, differing materially from those ordinarily encountered and generally recognized as
inherent in the work provided for in the contract, are encountered at the site, the party discovering
such conditions shall promptly notify the other party in writing of the specific differing conditions
before the site is disturbed and before the affected work is performed.
II. Upon written notification, the engineer will investigate the conditions, and if it is determined that the
conditions materially differ and cause an increase or decrease in the cost or time required for the
performance of any work under the contract, an adjustment, excluding anticipated profits, will be
made and the contract modified in writing accordingly. The engineer will notify the contractor of
the determination whether or not an adjustment of the contract is warranted.
III. No contract adjustment which results in a benefit to the contractor will be allowed unless the
contractor has provided the required written notice.
IV. No contract adjustment will be allowed under this clause for any effects caused on unchanged
work.
Suspensions of work ordered by the engineer:
I. If the performance of all, or any portion, of the work is suspended or delayed by the engineer in
writing for an unreasonable period of time (not originally anticipated, customary, or inherent to the
construction industry) and the contractor believes that additional compensation and/or contract time
is due as a result of such suspension or delay, the contractor shall submit to the engineer, in writing,
a request for adjustment within seven (7) calendar days of receipt of the notice to resume work.
The request shall set forth the reasons and support for such adjustment.
II. Upon receipt, the engineer will evaluate the contractor's request. If the engineer agrees that the
cost and/or time required for the performance of the contract has increased as a result of such
suspension and the suspension was caused by conditions beyond the control of and not the fault
of the contractor, its suppliers, or subcontractors at any approved tier, and not caused by weather,
the engineer will make an adjustment (excluding profit) and modify the contract, in writing,
accordingly. The contractor will be notified of the engineer's determination whether or not an
adjustment of the contract is warranted.
III. No contract adjustment will be allowed unless the contractor has submitted the request for
adjustment within the time prescribed.
EXHBIIT I - 11
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
IV. No contract adjustment will be allowed under this clause to the extent that performance would have
been suspended or delayed by any other cause, or for which an adjustment is provided or excluded
under any other term or condition of this contract.
Significant changes in the character of work.
I. The engineer reserves the right to make, in writing, at any time during the work, such changes in
quantities and such alterations in the work as are necessary to satisfactorily complete the project.
Such changes in quantities and alterations shall not invalidate the contract nor release the surety,
and the contractor agrees to perform the work as altered.
If the alterations or changes in quantities significantly change the character of the work under the
contract, whether such alterations or changes are in themselves significant changes to the
character of the work or by affecting other work, cause such other work to become significantly
different in character, an adjustment, excluding anticipated profit, will be made to the contract. The
basis for the adjustment shall be agreed upon prior to the performance of the work. If a basis
cannot be agreed upon, then an adjustment will be made either for, or against, the contractor in
such amount as the engineer may determine to be fair and equitable.
III. If the alterations or changes in quantities do not significantly change the character of the work to
be performed under the contract, the altered work will be paid for as provided elsewhere in the
contract.
IV. The term "significant change" shall be construed to apply only to the following circumstances:
a. When the character of the work as altered differs materially in kind or nature from that
involved or included in the original proposed construction; or
b. When a major item of work, as defined elsewhere in the contract, is increased in excess of
125 percent or decreased below 75 percent of the original contract quantity. Any allowance
for an increase in quantity shall apply only to that portion in excess of 125 percent of original
contract item quantity, or in case of a decrease below 75 percent, to the actual amount of
work performed.
State Produced Materials (Florida or other)
Provision is excluded from this contract.
State/Local Owned/Furnished/Designated Materials
Provisions are excluded from this contract. All materials required for this project shall be furnished by the
contractor. Projects located on the National Highway System shall require FHWA approval for direct
purchase of materials.
Subcontractinq
FHWA 1273 requires the prime contractor to perform 30% of work on Federal -aid roadways.
See Exhibit H: General Terms and Conditions — Section 33 Subcontracts
Termination of Contract
See Exhibit H: General Terms and Conditions
Section 18; Termination for Default
Section 19; Termination for Convenience and Right of Suspension
Time Extensions
See Exhibit H: General Terms and Conditions — Section 9; Contract Times and Time Extensions
Warranty
EXHBIIT I -12
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EXHIBIT 1: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
See Exhibit H: General Terms and Conditions — Section 21; Warranty
Compliance with Federal Endangered Species Act and other Wildlife
Contract/Bid must include references to the FDOT's Division 1 Standard Specifications for Local
Agencies to ensure compliance of the Contractor's proposed staging/storage area with the
Endangered Species Act, Section 4F and Section 106 of the Code of Federal Regulations. Required
Sections 7-1.4 and 7-1.8 of FDOT's Division 1 Standard Specification that are included in FDOT's
Division 1 specification package for Local Agencies on the FDOT Specs on the Web page. Those
Specs are detailed below.
7-1.4 Compliance with Federal Endangered Species Act and other Wildlife Regulations: The Federal
Endangered Species Act requires that the Department investigate the potential impact to a threatened or
endangered species prior to initiating an activity performed in conjunction with a highway construction
project. If the Department's investigation determines that there is a potential impact to a protected,
threatened or an endangered species, the Department will conduct an evaluation to determine what
measures may be necessary to mitigate such impact. When mitigation measures and/or special conditions
are necessary, these measures and conditions will be addressed on the plans or in permits as identified in
7-2.1. In addition, in cases where certain protected, threatened or endangered species are found or appear
within close proximity to the project boundaries, the Department has established guidelines that will apply
when interaction with certain species occurs, absent of any special mitigation measures or permit conditions
otherwise identified for the project.
These guidelines are posted at the following URL address:
httr)://www fdot gov/programmanagement/Implemented/URLinSpecs/files/endangeredwildIifeguidelines.p
df
Take responsibility to obtain this information and take all actions and precautions necessary to comply with
the conditions of these guidelines during all project activities. Prior to establishing any off -project activity in
conjunction with a project, notify the Engineer of the proposed activity. Covered activities include but are
not necessarily limited to borrow pits, concrete or asphalt plant sites, disposal sites, field offices, and
material or equipment storage sites. Include in the notification the Financial Project ID, a description of the
activity, the location of the site by township, range, section, county, and city, a site location map including
the access route, the name of the property owner, and a person to contact to arrange a site inspection.
Provide this notification sufficiently in advance of planned commencement of the off-site activity, to allow a
reasonable period of time for the Engineer to conduct an investigation without delaying job progress.
Do not perform any off -project activity without obtaining written clearance from the Engineer. In the event
the Department's investigation determines a potential impact to a protected, threatened or endangered
species and mitigation measures or permits are necessary, coordinate with the appropriate resource
agencies for clearance, obtain permits and perform mitigation measures as necessary. Immediately notify
the Engineer in writing of the results of this coordination with the appropriate resource agencies. Additional
compensation or time will not be allowed for permitting or mitigation, associated with Contractor initiated
off -project activities.
7-1.8 Compliance with Section 4(f) of the USDOT Act: Section 4(f) of the USDOT Act prohibits the U. S.
Secretary of Transportation from approving a project which requires the use of publicly owned land of a
public park, recreation area or a wildlife and waterfowl refuge, or of any historic site of national, state, or
local significance unless there is no prudent or feasible alternative to using that land and the program or
project includes all possible planning to minimize the harm to the site resulting from the use.
Before undertaking any off -project activity associated with any federally assisted undertaking, ensure that
the proposed site does not represent a public park, recreation area, wildlife or waterfowl refuge, or a historic
site (according to the results of the Cultural Resources Survey discussed in 120-6.2). If such a site is
proposed, notify the Engineer and provide a description of the proposed off-site activity, the Financial
Project ID, the location of the site by township, range, section, a county or city map showing the site location
and including the access route and the name of the property. It is the Contractor's responsibility to provide
EXHBIIT I - 13
'CAQ),
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
justification for use of Section 4(f) property that is sufficient for the Florida Department of Transportation
and the Federal Highway Administration to make a Section 4(f) determination. Provide this notification
sufficiently in advance of planned commencement of the off-site activity to allow a reasonable time for the
Engineer to conduct an investigation without delaying job progress. Do not begin any off -project activity
without obtaining written clearance from the Engineer
Title VI Requirements
The Sub -recipient or Contractor, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42
U.S.C. 200d to 200d-7 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle
A, Office of the Secretary, Part 21, Non-discrimination in Federally -assisted programs of the Department of
Transportation issued pursuant to such Act, Collier County hereby notifies all bidders that it will affirmatively
insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises
as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation
and will not be discriminated against on the grounds of race, color, national origin, sex, age, disability in
consideration for an award.
During the performance of this Contract, the contractor, for itself, its assignees, and successors in interest
(hereinafter referred to as the "Contractor") agrees to the following:
1. Compliance with Regulations: The Contractor shall comply with the Regulations on
nondiscrimination in Federally -assisted programs of the U.S. Department of Transportation
("USDOT") Title 49, Code of Federal Regulations, Part 21. The recommendations may be
amended from time to time, (from here on referred to as the Regulations). They are incorporated
here by reference and made a part of this contract.
2. Nondiscrimination: In work performed during the contract, the Contractor shall not discriminate
on the grounds of race, color, or national origin in the selection and retention of subcontractors.
This includes obtaining materials and leases of equipment. The Contractor shall not participate
either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations. This
includes employment practices when the contract covers a program set forth in Appendix B of the
Regulations.
3. Solicitation for Subcontractors, Including Procurements of Materials and Equipment: In all
solicitations made by the Contractor, either by competitive bidding or negotiation for work to be
performed under a subcontract, including procurements of materials or leases of equipment;
each potential subcontractor or supplier shall be notified by the Contractor of the Contractor's
obligations under this contract and the Regulations relative to nondiscrimination on the basis of
race, color, national origin, sex, age, disability, religion or family status.
4. Information and Reports: The Contractor shall provide all information and reports required by
the Regulations or directives. He/she shall also permit access to its books, records, accounts,
other sources of information, and its facilities as may be determined by Collier County and the
Florida Department of Transportation, the Federal Highway Administration, Federal Transit
Administration, Federal Aviation Administration, and/or the Federal Motor Carrier Safety
Administration to be pertinent to ascertain compliance with such Regulations, orders and
instructions. Where any information required of a Contractor is in the exclusive possession of
another who fails or refuses to furnish this information the Contractor shall so certify to the
Florida Department of Transportation, the Federal Highway Administration, Federal Transit
Administration, Federal Aviation Administration, and/or the Federal Motor Carrier Safety
Administration as appropriate, and shall set forth what efforts it has made to obtain the information.
5. Sanctions for Noncompliance: In the event that the contractor does not comply with the
nondiscrimination provisions of this contract, Collier County will impose contract sanctions as it or
the Federal Highway Administration, Federal Transit Administration, Federal Aviation
Administration, and/or the Federal Motor Carrier Safety Administration may determine to be
appropriate. Sanctions may include, but are not limited to:
EXHBIIT I - 14
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
a. withholding of payments to the Contractor under the contract until the Contractor complies;
and/or,
b. cancellation, termination or suspension of the contract in whole, or in part.
6. Incorporation of Provisions: The contractor shall include the terms of paragraphs (1) through
(6) in every subcontract, including procurements of materials and leases of equipment, unless
exempt by the Regulations, or directives issued modifying the Provisions. The contractor shall take
action on any subcontract or procurement that Collier County or the Florida Department of
Transportation, the County or the Federal Highway Administration, Federal Transit Administration,
Federal Aviation Administration, and/or the Federal Motor Carrier Safety Administration directs in
order to enforce provisions including sanctions for non-compliance. In the event a Contractor
becomes involved in, or is threatened with, litigation with a sub -contractor or supplier as a result of
such direction, the Contractor may request the Florida Department of Transportation to enter into
such litigation to protect the interests of the Florida Department of Transportation, and, in addition,
the Contractor may request the United States to enter into such litigation to protect the interests of
the United States.
THE CONTRACTOR CERTIFIES THE FOLLOWING STATEMENTS:
Non -Collusion Provision
The undersigned hereby certifies, to the best of his or her knowledge and belief, that on behalf of the person,
firm, association, or corporation submitting the bid certifying that such person, firm, association, or
corporation has not, either directly or indirectly, entered into any agreement, participated in any collusion,
or otherwise taken any action, in restraint of free competitive bidding in connection with the submitted bid.
Failure to submit the executed statement as part of the bidding documents will make the bid nonresponsive
and not eligible for award consideration.
Lobbying Certification
"The undersigned hereby certifies, to the best of his or her knowledge and belief, that:
(a) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned,
to any person for influencing or attempting to influence either directly or indirectly an officer or
employee of any state or 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 loan, the entering into of any
cooperative agreement, and the extension, continuation, renewal, amendment, or modification of
any Federal contract, grant, loan, or cooperative agreement.
(b) If any funds other than Federal appropriated funds have been paid or will be paid to any person for
influencing or attempting to influence an officer or employee of any agency, a member of Congress,
an officer or employee of Congress, or an employee of a member of Congress in connection with
this Federal contract, grant loan, or cooperative agreement, the undersigned shall complete and
submit Standard Form -L "Disclosure Form to Report Lobbying", in accordance with its instructions.
(c) The undersigned shall require that the language of this certification 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. This certification is a material representation of fact upon which reliance was placed
when this transaction was made or entered into. Submission of this certification is a prerequisite
for making or entering into this transaction imposed by section 1352, title 31, US Code. Any person
who fails to file the required certification shall be subject to a civil penalty of not less than $10,000
and not more than $100,000 for each failure."
Suspension and Debarment
"The Bidder certifies that, neither the firm nor any person associated therewith in the capacity of owner,
partner, director, officer, principal, investigator, project director, manager, auditor, and/or position involving
the administration of federal funds:
EXHBIIT I - 15
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
(a) is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily
excluded from covered transactions, as defined in 49 CFR s29.110(a), by any federal department or
agency;
(b) has within a three-year period preceding this certification been convicted of or had a civil
judgment rendered against it for: commission of fraud or a criminal offense in connection with obtaining,
attempting to obtain, or performing a federal, state, or local government transaction or public contract;
violation of federal or state antitrust statutes; or commission of embezzlement, theft, forgery, bribery,
falsification or destruction of records, making false statements, or receiving stolen property;
(c) is presently indicted for or otherwise criminally or civilly charged by a federal, state, or local
governmental entity with commission of any of the offenses enumerated in paragraph 9(b) of this
certification; and
(d) has within a three-year period preceding this certification had one or more federal, state, or local
government public transactions terminated for cause or default.
The Bidder certifies that it shall not knowingly enter into any transaction with any subcontractor, material
supplier, or vendor who is debarred, suspended, declared ineligible, or voluntarily excluded from
participation in this project by any federal agency unless authorized by the Florida Department of
Transportation." (`1
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Firm Name
EXHUT 1- 16
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC
DISADVANTAGED BUSINESS ENTERPRISE PROGRAM.
(REV 10-23-12) (FA 11-15-12) (7-13)
Disadvantaged Business Enterprise Affirmative Action Plan: Prior to award of the Contract, have an
approved Disadvantaged Business Enterprise (DBE) Affirmative Action Program Plan filed with the Equal
Opportunity Office. Update and resubmit the plan every three years. No Contract will be awarded until the
Department approves the Plan. The DBE Affirmative Action Program Plan is incorporated into and made a
part of the Contract.
Required Contract and Subcontract DBE Assurance Language: In accordance with 49 CFR 26.13 (b),
the Contract Collier County signs with the Contractor (and each subcontract the prime contractor signs with
a subcontractor) must include the following assurance: "The Contractor, sub -recipient or subcontractor shall
not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The
Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of
DOT -assisted Contracts. Failure by the Contractor to carry out these requirements is a material breach of
this Contract, which may result in the termination of this Contract or such other remedy as the recipient
deems appropriate."
Plan Requirements: Include the following in the DBE Affirmative Action Program Plan:
a. A policy statement, signed by an authorized representative (president, chief executive officer, or
chairman of the contractor), expressing a commitment to use DBEs in all aspects of contracting to
the maximum extent feasible, outlining the various levels of responsibility, and stating the objectives
of the program. Circulate the policy statement throughout the Contractor's organization.
b. The designation of a Liaison Officer within the Contractor's organization, as well as support staff,
necessary and proper to administer the program, and a description of the authority, responsibility,
and duties of the Liaison Officer and support staff. The Liaison Officer and staff are responsible for
developing, managing, and implementing the program on a day -to- day basis for carrying out
technical assistance activities for DBEs and for disseminating information on available business
opportunities so that DBEs are provided an equitable opportunity to participate in Contracts let by
the Department.
c. Utilization of techniques to facilitate DBE participation in contracting activities which include, but
are not limited to:
1. Soliciting price quotations and arranging a time for the review of plans, quantities,
specifications, and delivery schedules, and for the preparation and presentation of
quotations.
2. Providing assistance to DBEs in overcoming barriers such as the inability to obtain
bonding, financing, or technical assistance.
3. Carrying out information and communication programs or workshops on contracting
procedures and specific contracting opportunities in a timely manner, with such programs
being bilingual where appropriate.
4. Encouraging eligible DBEs to apply for certification with the Department.
5. Contacting Minority Contractor Associations and city and county agencies with programs
for disadvantaged individuals for assistance in recruiting and encouraging eligible DBE
contractors to apply for certification with the Department.
DBE Records and Reports: Submit the following through the Equal Opportunity Compliance System:
1. Anticipated DBE Participation Statement - within 3 business days after the Pre- Construction
Conference.
2. Report monthly, through the Equal Opportunity Compliance System on the Department's
Website, actual payments (including retainage) made to DBEs for work performed with their
own workforce and equipment in the area in which they are certified. Report payments made
to all DBE and Minority Business Enterprise (MBE) subcontractors and DBE and MBE
construction material and major suppliers. The Equal Opportunity Office will provide
instructions on accessing this system. Develop a record keeping system to monitor DBE
affirmative action efforts which include the following:
EXHBIIT I - 17 0
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
a. the procedures adopted to comply with these Specifications;
b. the number of subordinated Contracts on Department projects awarded to DBEs;
C. the dollar value of the Contracts awarded to DBEs;
d. the percentage of the dollar value of all subordinated Contracts awarded to DBEs as
a percentage of the total Contract amount;
e. a description of the general categories of Contracts awarded to DBEs;
f. the specific efforts employed to identify and award Contracts to DBEs.
Upon request, provide the records to the Department for review. Maintain all such records for a period of five
years following acceptance of final payment and have them available for inspection by the Department and
the Federal Highway Administration
Counting DBE Participation and Commercially Useful Functions: 49 CFR Part 26.55 specifies when
DBE credit shall be awarded for work performed by a DBE. DBE credit can only be awarded for work
actually performed by DBEs themselves for the types of work for which they are certified. On the Anticipated
DBE Participation Statement only include the dollars that a DBE is expected to earn for work they perform
with their own workforce and equipment. Submit a revised Anticipated DBE Participation Statement to
reflect changes to the initial Anticipated DBE Participation Statement within 14 business days from the date
of the change.
When a DBE participates in a contract, the value of the work is determined in accordance with 49 CFR Part
26.55, for example.
a. The Department will count only the value of the work performed by the DBE toward DBE
goals. The entire amount of the contract that is performed by the DBE's own forces
(including the cost of supplies, equipment and materials obtained by the DBE for the
contract work) will be counted as DBE credit.
b. The Department will count the entire amount of fees or commissions charged by the DBE
firm for providing a bona fide service, such as professional, technical, consultant, or
managerial services or for providing bonds or insurance specifically required for the
performance of a Department -assisted contract, toward DBE goals, provided that the
Department determines the fees to be reasonable and not excessive as compared with
fees customarily followed for similar services.
c. When the DBE subcontracts part of the work of its contract to another firm, the Department
will count the value of the subcontracted work only if the DBE's subcontractor is itself a
DBE. Work that a DBE subcontracts to a non -DBE firm does not count toward DBE goals.
d. When a DBE performs as a participant in a joint venture, the Department will count the
portion of the dollar value of the contract equal to the distinct, clearly defined portion of the
work the DBE performs with its own forces toward DBE goals.
e. The Contractors shall ensure that only expenditures to DBEs that perform a commercially
useful function in the work of a contract may be counted toward the voluntary DBE goal.
f. A DBE performs a commercially useful function when it is responsible for execution of the
work of the contract and is carrying out its responsibilities by actually performing,
managing, and supervising the work involved. To perform a commercially useful function,
the DBE must also be responsible, with respect to materials and supplies used on the
contract, for negotiating price, determining quality and quantity, ordering the material, and
installing (where applicable) and paying for the material itself.
g. To determine whether a DBE is performing a commercially useful function, the Department
will evaluate the amount of work subcontracted, industry practices, whether the amount the
firm is to be paid under the contract is commensurate with the work it is actually performing
and the DBE credit claimed for its performance of the work, and other relevant factors.
h. A DBE does not perform a commercially useful function if its role is limited to that of an
extra participant in a transaction, contract, or project through which funds are passed in
order to obtain the appearance of DBE participation.
i. If a DBE does not perform or exercise responsibility for at least 30% of the total cost of its
contract with its own workforce, or if the DBE subcontracts a greater portion of the work of
EXHBIIT I - 18
EXHIBIT I: SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
a contract than would be expected on the basis of normal industry practice for the type of
work involved, the DBE has not performed a commercially useful function.
Prompt Payments: Meet the requirements of 9-5 for payments to all DBE subcontractors.
Local Agency Program Agreement Required Language
Indemnification: The Agency agrees to include the following indemnification in all contracts with contractors
/ subcontractors, or consultants / subconsultants who perform work in connection with this Agreement: "To
the fullest extent permitted by law, the Agency's contractor shall indemnify and hold harmless the Agency,
the State of Florida, Department of Transportation, and its officers and employees,
from liabilities, damages, losses and costs, including, but not limited to, reasonable attorney's fees, to the
extent caused by the negligence, recklessness or intentional wrongful misconduct of the contractor and
persons employed or utilized by the contractor in the performance of this Contract."
Inspector General Cooperation: The Parties agree to comply with Section 20.055(5), Florida Statutes, for
the inspector general to have access to any records, data and other information deemed necessary to carry
out his or her duties and incorporate into all subcontracts the obligation to comply with Section 20.055(5),
Florida Statutes.
Prohibited Interest: A) "No member, officer or employee of the Agency or of the locality during his tenure
or for 2 years thereafter shall have any interest, direct or indirect, in this contract or the proceeds thereof."
B) "No member or delegate to the Congress of to United States shall be admitted to any share or part of
this Agreement or any benefit arising therefrom."
Discriminatory Vendors List: In accordance with Section 287.134, Florida Statutes, an entity or affiliate who
has been placed on the Discriminatory Vendor List, kept 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.
EXHBIIT I -19 C,0p)
EXHIBIT I; SUPPLEMENTAL TERMS AND CONDITIONS
FEDERAL CONTRACT PROVISIONS AND ASSURANCES
FHWA FORM 1273
See following pages for this document.
EXHBIIT I - 20
REQUIRED CONTRACT PROVISIONS
FEDERAL -AID CONSTRUCTION CONTRACTS
I. General
II, Nondiscrimination
III. Nonsegregated Facilities
IV. Davis -Bacon and Related Act Provisions
V. Contract Work Hours and Safety Standards Act
Provisions
VI. Subletting or Assigning the Contract
VII. Safety: Accident Prevention
VIII. False Statements Concerning Highway Projects
IX. Implementation of Clean Air Act and Federal Water
Pollution Control Act
X. Compliance with Governmentwide Suspension and
Debarment Requirements
XI. Certification Regarding Use of Contract Funds for
Lobbying
ATTACHMENTS
A. Employment and Materials Preference for Appalachian
Development Highway System or Appalachian Local Access
Road Contracts (included in Appalachian contracts only)
I. GENERAL
1. Form FHWA-1273 must be physically incorporated in each
construction contract funded under Title 23 (excluding
emergency contracts solely intended for debris removal). The
contractor (or subcontractor) must insert this form in each
subcontract and further require its inclusion in all lower tier
subcontracts (excluding purchase orders, rental agreements
and other agreements for supplies or services).
The applicable requirements of Form FHWA-1273 are
incorporated by reference for work done under any purchase
order, rental agreement or agreement for other services. The
prime contractor shall be responsible for compliance by any
subcontractor, lower -tier subcontractor or service provider.
Form FHWA-1273 must be included in all Federal -aid design -
build contracts, in all subcontracts and in lower tier
subcontracts (excluding subcontracts for design services,
purchase orders, rental agreements and other agreements for
supplies or services). The design -builder shall be responsible
for compliance by any subcontractor, lower -tier subcontractor
or service provider.
Contracting agencies may reference Form FHWA-1273 in bid
proposal or request for proposal documents, however, the
Form FHWA-1273 must be physically incorporated (not
referenced) in all contracts, subcontracts and lower -tier
subcontracts (excluding purchase orders, rental agreements
and other agreements for supplies or services related to a
construction contract).
2. Subject to the applicability criteria noted in the following
sections, these contract provisions shall apply to all work
performed on the contract by the contractor's own organization
and with the assistance of workers under the contractor's
immediate superintendence and to all work performed on the
contract by piecework, station work, or by subcontract.
FHWA-1273 -- Revised May 1, 2012
3. A breach of any of the stipulations contained in these
Required Contract Provisions may be sufficient grounds for
withholding of progress payments, withholding of final
payment, termination of the contract, suspension / debarment
or any other action determined to be appropriate by the
contracting agency and FHWA.
4. Selection of Labor: During the performance of this contract,
the contractor shall not use convict labor for any purpose
within the limits of a construction project on a Federal -aid
highway unless it is labor performed by convicts who are on
parole, supervised release, or probation. The term Federal -aid
highway does not include roadways functionally classified as
local roads or rural minor collectors.
II. NONDISCRIMINATION
The provisions of this section related to 23 CFR Part 230 are
applicable to all Federal -aid construction contracts and to all
related construction subcontracts of $10,000 or more. The
provisions of 23 CFR Part 230 are not applicable to material
supply, engineering, or architectural service contracts.
In addition, the contractor and all subcontractors must comply
with the following policies: Executive Order 11246, 41 CFR 60,
29 CFR 1625-1627, Title 23 USC Section 140, the
Rehabilitation Act of 1973, as amended (29 USC 794), Title VI
of the Civil Rights Act of 1964, as amended, and related
regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR
Parts 200, 230, and 633.
The contractor and all subcontractors must comply with: the
requirements of the Equal Opportunity Clause in 41 CFR 60-
1.4(b) and, for all construction contracts exceeding $10,000,
the Standard Federal Equal Employment Opportunity
Construction Contract Specifications in 41 CFR 60-4.3.
Note: The U.S. Department of Labor has exclusive authority to
determine compliance with Executive Order 11246 and the
policies of the Secretary of Labor including 41 CFR 60, and 29
CFR 1625-1627. The contracting agency and the FHWA have
the authority and the responsibility to ensure compliance with
Title 23 USC Section 140, the Rehabilitation Act of 1973, as
amended (29 USC 794), and Title VI of the Civil Rights Act of
1964, as amended, and related regulations including 49 CFR
Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633.
The following provision is adopted from 23 CFR 230, Appendix
A, with appropriate revisions to conform to the U.S.
Department of Labor (US DOL) and FHWA requirements.
1. Equal Employment Opportunity: Equal employment
opportunity (EEO) requirements not to discriminate and to take
affirmative action to assure equal opportunity as set forth
under laws, executive orders, rules, regulations (28 CFR 35,
29 CFR 1630, 29 CFR 1625-1627, 41 CFR 60 and 49 CFR 27)
and orders of the Secretary of Labor as modified by the
provisions prescribed herein, and imposed pursuant to 23
U.S.C. 140 shall constitute the EEO and specific affirmative
action standards for the contractor's project activities under
EXHBIIT I - 21
this contract. The provisions of the Americans with Disabilities
Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR
35 and 29 CFR 1630 are incorporated by reference in this
contract. In the execution of this contract, the contractor
agrees to comply with the following minimum specific
requirement activities of EEO:
a. The contractor will work with the contracting agency and
the Federal Government to ensure that it has made every
good faith effort to provide equal opportunity with respect to all
of its terms and conditions of employment and in their review
of activities under the contract.
b. The contractor will accept as its operating policy the
following statement:
"It is the policy of this Company to assure that applicants
are employed, and that employees are treated during
employment, without regard to their race, religion, sex, color,
national origin, age or disability. Such action shall include:
employment, upgrading, demotion, or transfer; recruitment or
recruitment advertising; layoff or termination; rates of pay or
other forms of compensation; and selection for training,
including apprenticeship, pre -apprenticeship, and/or on-the-
job training."
2. EEO Officer: The contractor will designate and make
known to the contracting officers an EEO Officer who will have
the responsibility for and must be capable of effectively
administering and promoting an active EEO program and who
must be assigned adequate authority and responsibility to do
SO.
3. Dissemination of Policy: All members of the contractor's
staff who are authorized to hire, supervise, promote, and
discharge employees, or who recommend such action, or who
are substantially involved in such action, will be made fully
cognizant of, and will implement, the contractor's EEO policy
and contractual responsibilities to provide EEO in each grade
and classification of employment. To ensure that the above
agreement will be met, the following actions will be taken as a
minimum:
a. Periodic meetings of supervisory and personnel office
employees will be conducted before the start of work and then
not less often than once every six months, at which time the
contractor's EEO policy and its implementation will be
reviewed and explained. The meetings will be conducted by
the EEO Officer.
b. All new supervisory or personnel office employees will be
given a thorough indoctrination by the EEO Officer, covering
all major aspects of the contractor's EEO obligations within
thirty days following their reporting for duty with the contractor.
c. All personnel who are engaged in direct recruitment for
the project will be instructed by the EEO Officer in the
contractor's procedures for locating and hiring minorities and
women.
d. Notices and posters setting forth the contractor's EEO
policy will be placed in areas readily accessible to employees,
applicants for employment and potential employees.
e. The contractor's EEO policy and the procedures to
implement such policy will be brought to the attention of
employees by means of meetings, employee handbooks, or
other appropriate means.
4. Recruitment: When advertising for employees, the
contractor will include in all advertisements for employees the
notation: "An Equal Opportunity Employer." All such
advertisements will be placed in publications having a large
circulation among minorities and women in the area from
which the project work force would normally be derived.
a. The contractor will, unless precluded by a valid
bargaining agreement, conduct systematic and direct
recruitment through public and private employee referral
sources likely to yield qualified minorities and women. To
meet this requirement, the contractor will identify sources of
potential minority group employees, and establish with such
identified sources procedures whereby minority and women
applicants may be referred to the contractor for employment
consideration.
b. In the event the contractor has a valid bargaining
agreement providing for exclusive hiring hall referrals, the
contractor is expected to observe the provisions of that
agreement to the extent that the system meets the contractor's
compliance with EEO contract provisions. Where
implementation of such an agreement has the effect of
discriminating against minorities or women, or obligates the
contractor to do the same, such implementation violates
Federal nondiscrimination provisions.
c. The contractor will encourage its present employees to
refer minorities and women as applicants for employment,
Information and procedures with regard to referring such
applicants will be discussed with employees.
5. Personnel Actions: Wages, working conditions, and
employee benefits shall be established and administered, and
personnel actions of every type, including hiring, upgrading,
promotion, transfer, demotion, layoff, and termination, shall be
taken without regard to race, color, religion, sex, national
origin, age or disability. The following procedures shall be
followed:
a. The contractor will conduct periodic inspections of project
sites to insure that working conditions and employee facilities
do not indicate discriminatory treatment of project site
personnel.
b. The contractor will periodically evaluate the spread of
wages paid within each classification to determine any
evidence of discriminatory wage practices.
c. The contractor will periodically review selected personnel
actions in depth to determine whether there is evidence of
discrimination. Where evidence is found, the contractor will
promptly take corrective action. If the review indicates that the
discrimination may extend beyond the actions reviewed, such
corrective action shall include all affected persons.
d. The contractor will promptly investigate all complaints of
alleged discrimination made to the contractor in connection
with its obligations under this contract, will attempt to resolve
such complaints, and will take appropriate corrective action
within a reasonable time. If the investigation indicates that the
discrimination may affect persons other than the complainant,
such corrective action shall include such other persons. Upon
completion of each investigation, the contractor will inform
every complainant of all of their avenues of appeal.
6. Training and Promotion:
a. The contractor will assist in locating, qualifying, and
increasing the skills of minorities and women who are
EXHBIIT 1- 22
2 6
applicants for employment or current employees. Such efforts
should be aimed at developing full journey level status
employees in the type of trade or job classification involved.
b. Consistent with the contractor's work force requirements
and as permissible under Federal and State regulations, the
contractor shall make full use of training programs, i.e.,
apprenticeship, and on-the-job training programs for the
geographical area of contract performance. In the event a
special provision for training is provided under this contract,
this subparagraph will be superseded as indicated in the
special provision. The contracting agency may reserve
training positions for persons who receive welfare assistance
in accordance with 23 U.S.C. 140(a).
c. The contractor will advise employees and applicants for
employment of available training programs and entrance
requirements for each.
d. The contractor will periodically review the training and
promotion potential of employees who are minorities and
women and will encourage eligible employees to apply for
such training and promotion.
7. Unions: If the contractor relies in whole or in part upon
unions as a source of employees, the contractor will use good
faith efforts to obtain the cooperation of such unions to
increase opportunities for minorities and women. Actions by
the contractor, either directly or through a contractor's
association acting as agent, will include the procedures set
forth below:
a. The contractor will use good faith efforts to develop, in
cooperation with the unions, joint training programs aimed
toward qualifying more minorities and women for membership
in the unions and increasing the skills of minorities and women
so that they may qualify for higher paying employment.
b. The contractor will use good faith efforts to incorporate an
EEO clause into each union agreement to the end that such
union will be contractually bound to refer applicants without
regard to their race, color, religion, sex, national origin, age or
disability.
c. The contractor is to obtain information as to the referral
practices and policies of the labor union except that to the
extent such information is within the exclusive possession of
the labor union and such labor union refuses to furnish such
information to the contractor, the contractor shall so certify to
the contracting agency and shall set forth what efforts have
been made to obtain such information.
d. In the event the union is unable to provide the contractor
with a reasonable flow of referrals within the time limit set forth
in the collective bargaining agreement, the contractor will,
through independent recruitment efforts, fill the employment
vacancies without regard to race, color, religion, sex, national
origin, age or disability; making full efforts to obtain qualified
and/or qualifiable minorities and women. The failure of a union
to provide sufficient referrals (even though it is obligated to
provide exclusive referrals under the terms of a collective
bargaining agreement) does not relieve the contractor from the
requirements of this paragraph. In the event the union referral
practice prevents the contractor from meeting the obligations
pursuant to Executive Order 11246, as amended, and these
special provisions, such contractor shall immediately notify the
contracting agency.
B. Reasonable Accommodation for Applicants /
Employees with Disabilities: The contractor must be familiar
with the requirements for and comply with the Americans with
Disabilities Act and all rules and regulations established there
under. Employers must provide reasonable accommodation in
all employment activities unless to do so would cause an
undue hardship.
9. Selection of Subcontractors, Procurement of Materials
and Leasing of Equipment: The contractor shall not
discriminate on the grounds of race, color, religion, sex,
national origin, age or disability in the selection and retention
of subcontractors, including procurement of materials and
leases of equipment, The contractor shall take all necessary
and reasonable steps to ensure nondiscrimination in the
administration of this contract.
a. The contractor shall notify all potential subcontractors and
suppliers and lessors of their EEO obligations under this
contract.
b. The contractor will use good faith efforts to ensure
subcontractor compliance with their EEO obligations.
10. Assurance Required by 49 CFR 26.13(b):
a. The requirements of 49 CFR Part 26 and the State
DOT's U.S. DOT -approved DBE program are incorporated by
reference.
b. The contractor or subcontractor shall not discriminate on
the basis of race, color, national origin, or sex in the
performance of this contract. The contractor shall carry out
applicable requirements of 49 CFR Part 26 in the award and
administration of DOT -assisted contracts. Failure by the
contractor to carry out these requirements is a material breach
of this contract, which may result in the termination of this
contract or such other remedy as the contracting agency
deems appropriate.
11. Records and Reports: The contractor shall keep such
records as necessary to document compliance with the EEO
requirements. Such records shall be retained for a period of
three years following the date of the final payment to the
contractor for all contract work and shall be available at
reasonable times and places for inspection by authorized
representatives of the contracting agency and the FHWA.
a. The records kept by the contractor shall document the
following:
(1) The number and work hours of minority and non -
minority group members and women employed in each work
classification on the project;
(2) The progress and efforts being made in cooperation
with unions, when applicable, to increase employment
opportunities for minorities and women; and
(3) The progress and efforts being made in locating, hiring,
training, qualifying, and upgrading minorities and women;
b. The contractors and subcontractors will submit an annual
report to the contracting agency each July for the duration of
the project, indicating the number of minority, women, and
non -minority group employees currently engaged in each work
classification required by the contract work. This information is
to be reported on Form FHWA-1391. The staffing data should
represent the project work force on board in all or any part of
the last payroll period preceding the end of July. If on-the-job
training is being required by special provision, the contractor
EXHBIIT I - 23
3 Cts(
will be required to collect and report training data. The
employment data should reflect the work force on board during
all or any part of the last payroll period preceding the end of
July.
III. NONSEGREGATED FACILITIES
This provision is applicable to all Federal -aid construction
contracts and to all related construction subcontracts of
$10,000 or more.
The contractor must ensure that facilities provided for
employees are provided in such a manner that segregation on
the basis of race, color, religion, sex, or national origin cannot
result. The contractor may neither require such segregated
use by written or oral policies nor tolerate such use by
employee custom. The contractor's obligation extends further
to ensure that its employees are not assigned to perform their
services at any location, under the contractor's control, where
the facilities are segregated. The term "facilities" includes
waiting rooms, work areas, restaurants and other eating areas,
time clocks, restrooms, washrooms, locker rooms, and other
storage or dressing areas, parking lots, drinking fountains,
recreation or entertainment areas, transportation, and housing
provided for employees. The contractor shall provide separate
or single -user restrooms and necessary dressing or sleeping
areas to assure privacy between sexes.
IV. DAVIS-BACON AND RELATED ACT PROVISIONS
This section is applicable to all Federal -aid construction
projects exceeding $2,000 and to all related subcontracts and
lower -tier subcontracts (regardless of subcontract size). The
requirements apply to all projects located within the right-of-
way of a roadway that is functionally classified as Federal -aid
highway. This excludes roadways functionally classified as
local roads or rural minor collectors, which are exempt.
Contracting agencies may elect to apply these requirements to
other projects.
The following provisions are from the U.S. Department of
Labor regulations in 29 CFR 5.5 "Contract provisions and
related matters" with minor revisions to conform to the FHWA-
1273 format and FHWA program requirements.
1. Minimum wages
a. All laborers and mechanics employed or working upon
the site of the work, will be paid unconditionally and not less
often than once a week, and without subsequent deduction or
rebate on any account (except such payroll deductions as are
permitted by regulations issued by the Secretary of Labor
under the Copeland Act (29 CFR part 3)), the full amount of
wages and bona fide fringe benefits (or cash equivalents
thereof) due at time of payment computed at rates not less
than those contained in the wage determination of the
Secretary of Labor which is attached hereto and made a part
hereof, regardless of any contractual relationship which may
be alleged to exist between the contractor and such laborers
and mechanics.
Contributions made or costs reasonably anticipated for bona
fide fringe benefits under section 1(b)(2) of the Davis -Bacon
Act on behalf of laborers or mechanics are considered wages
paid to such laborers or mechanics, subject to the provisions
of paragraph 1.d. of this section; also, regular contributions
made or costs incurred for more than a weekly period (but not
less often than quarterly) under plans, funds, or programs
which cover the particular weekly period, are deemed to be
constructively made or incurred during such weekly period.
Such laborers and mechanics shall be paid the appropriate
wage rate and fringe benefits on the wage determination for
the classification of work actually performed, without regard to
skill, except as provided in 29 CFR 5.5(a)(4). Laborers or
mechanics performing work in more than one classification
may be compensated at the rate specified for each
classification for the time actually worked therein: Provided,
That the employer's payroll records accurately set forth the
time spent in each classification in which work is performed.
The wage determination (including any additional classification
and wage rates conformed under paragraph 1.b. of this
section) and the Davis -Bacon poster (WH -1321) shall be
posted at all times by the contractor and its subcontractors at
the site of the work in a prominent and accessible place where
it can be easily seen by the workers.
b.(1) The contracting officer shall require that any class of
laborers or mechanics, including helpers, which is not listed in
the wage determination and which is to be employed under the
contract shall be classified in conformance with the wage
determination. The contracting officer shall approve an
additional classification and wage rate and fringe benefits
therefore only when the following criteria have been met:
(i) The work to be performed by the classification
requested is not performed by a classification in the wage
determination; and
(ii) The classification is utilized in the area by the
construction industry; and
(iii) The proposed wage rate, including any bona fide
fringe benefits, bears a reasonable relationship to the
wage rates contained in the wage determination.
(2) If the contractor and the laborers and mechanics to be
employed in the classification (if known), or their
representatives, and the contracting officer agree on the
classification and wage rate (including the amount
designated for fringe benefits where appropriate), a report of
the action taken shall be sent by the contracting officer to the
Administrator of the Wage and Hour Division, Employment
Standards Administration, U.S. Department of Labor,
Washington, DC 20210. The Administrator, or an authorized
representative, will approve, modify, or disapprove every
additional classification action within 30 days of receipt and
so advise the contracting officer or will notify the contracting
officer within the 30 -day period that additional time is
necessary.
(3) In the event the contractor, the laborers or mechanics
to be employed in the classification or their representatives,
and the contracting officer do not agree on the proposed
classification and wage rate (including the amount
designated for fringe benefits, where appropriate), the
contracting officer shall refer the questions, including the
views of all interested parties and the recommendation of the
contracting officer, to the Wage and Hour Administrator for
determination. The Wage and Hour Administrator, or an
authorized representative, will issue a determination within
30 days of receipt and so advise the contracting officer or
EXHBIIT I - 24
4 t
will notify the contracting officer within the 30 -day period that
additional time is necessary.
(4) The wage rate (including fringe benefits where
appropriate) determined pursuant to paragraphs 1.b.(2) or
1.b.(3) of this section, shall be paid to all workers performing
work in the classification under this contract from the first
day on which work is performed in the classification.
c. Whenever the minimum wage rate prescribed in the
contract for a class of laborers or mechanics includes a fringe
benefit which is not expressed as an hourly rate, the contractor
shall either pay the benefit as stated in the wage determination
or shall pay another bona fide fringe benefit or an hourly cash
equivalent thereof.
d. If the contractor does not make payments to a trustee or
other third person, the contractor may consider as part of the
wages of any laborer or mechanic the amount of any costs
reasonably anticipated in providing bona fide fringe benefits
under a plan or program, Provided, That the Secretary of
Labor has found, upon the written request of the contractor,
that the applicable standards of the Davis -Bacon Act have
been met. The Secretary of Labor may require the contractor
to set aside in a separate account assets for the meeting of
obligations under the plan or program.
2. Withholding
The contracting agency shall upon its own action or upon
written request of an authorized representative of the
Department of Labor, withhold or cause to be withheld from
the contractor under this contract, or any other Federal
contract with the same prime contractor, or any other federally -
assisted contract subject to Davis -Bacon prevailing wage
requirements, which is held by the same prime contractor, so
much of the accrued payments or advances as may be
considered necessary to pay laborers and mechanics,
including apprentices, trainees, and helpers, employed by the
contractor or any subcontractor the full amount of wages
required by the contract. In the event of failure to pay any
laborer or mechanic, including any apprentice, trainee, or
helper, employed or working on the site of the work, all or part
of the wages required by the contract, the contracting agency
may, after written notice to the contractor, take such action as
may be necessary to cause the suspension of any further
payment, advance, or guarantee of funds until such violations
have ceased.
3. Payrolls and basic records
a. Payrolls and basic records relating thereto shall be
maintained by the contractor during the course of the work and
preserved for a period of three years thereafter for all laborers
and mechanics working at the site of the work. Such records
shall contain the name, address, and social security number of
each such worker, his or her correct classification, hourly rates
of wages paid (including rates of contributions or costs
anticipated for bona fide fringe benefits or cash equivalents
thereof of the types described in section 1(b)(2)(B) of the
Davis -Bacon Act), daily and weekly number of hours worked,
deductions made and actual wages paid. Whenever the
Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that
the wages of any laborer or mechanic include the amount of
any costs reasonably anticipated in providing benefits under a
plan or program described in section 1(b)(2)(B) of the Davis -
Bacon Act, the contractor shall maintain records which show
that the commitment to provide such benefits is enforceable,
that the plan or program is financially responsible, and that the
plan or program has been communicated in writing to the
laborers or mechanics affected, and records which show the
costs anticipated or the actual cost incurred in providing such
benefits. Contractors employing apprentices or trainees under
approved programs shall maintain written evidence of the
registration of apprenticeship programs and certification of
trainee programs, the registration of the apprentices and
trainees, and the ratios and wage rates prescribed in the
applicable programs.
b.(1) The contractor shall submit weekly for each week in
which any contract work is performed a copy of all payrolls to
the contracting agency. The payrolls submitted shall set out
accurately and completely all of the information required to be
maintained under 29 CFR 5.5(a)(3)(i), except that full social
security numbers and home addresses shall not be included
on weekly transmittals. Instead the payrolls shall only need to
include an individually identifying number for each employee
e.g. , the last four digits of the employee's social security
number). The required weekly payroll information may be
submitted in any form desired. Optional Form WH -347 is
available for this purpose from the Wage and Hour Division
Web site at http://www.dol.gov/esa/whd/forms/wh347instr.htm
or its successor site. The prime contractor is responsible for
the submission of copies of payrolls by all subcontractors.
Contractors and subcontractors shall maintain the full social
security number and current address of each covered worker,
and shall provide them upon request to the contracting agency
for transmission to the State DOT, the FHWA or the Wage and
Hour Division of the Department of Labor for purposes of an
investigation or audit of compliance with prevailing wage
requirements. It is not a violation of this section for a prime
contractor to require a subcontractor to provide addresses and
social security numbers to the prime contractor for its own
records, without weekly submission to the contracting agency..
(2) Each payroll submitted shall be accompanied by a
"Statement of Compliance," signed by the contractor or
subcontractor or his or her agent who pays or supervises the
payment of the persons employed under the contract and shall
certify the following:
(i) That the payroll for the payroll period contains the
information required to be provided under §5.5 (a)(3)(ii) of
Regulations, 29 CFR part 5, the appropriate information is
being maintained under §5.5 (a)(3)(i) of Regulations, 29
CFR part 5, and that such information is correct and
complete;
(ii) That each laborer or mechanic (including each
helper, apprentice, and trainee) employed on the contract
during the payroll period has been paid the full weekly
wages earned, without rebate, either directly or indirectly,
and that no deductions have been made either directly or
indirectly from the full wages earned, other than
permissible deductions as set forth in Regulations, 29 CFR
part 3;
(iii) That each laborer or mechanic has been paid not
less than the applicable wage rates and fringe benefits or
cash equivalents for the classification of work performed,
as specified in the applicable wage determination
incorporated into the contract.
EXHBIIT I - 25
5
(3) The weekly submission of a properly executed
certification set forth on the reverse side of Optional Form
WH -347 shall satisfy the requirement for submission of the
"Statement of Compliance" required by paragraph 3.b.(2) 01
this section.
(4) The falsification of any of the above certifications may
subject the contractor or subcontractor to civil or criminal
prosecution under section 1001 of title 18 and section 231 of
title 31 of the United States Code.
c. The contractor or subcontractor shall make the records
required under paragraph 3.a. of this section available for
inspection, copying, or transcription by authorized
representatives of the contracting agency, the State DOT, the
FHWA, or the Department of Labor, and shall permit such
representatives to interview employees during working hours
on the job. If the contractor or subcontractor fails to submit the
required records or to make them available, the FHWA may,
after written notice to the contractor, the contracting agency or
the State DOT, take such action as may be necessary to
cause the suspension of any further payment, advance, or
guarantee of funds. Furthermore, failure to submit the required
records upon request or to make such records available may
be grounds for debarment action pursuant to 29 CFR 5.12.
4. Apprentices and trainees
a. Apprentices (programs of the USDOL).
Apprentices will be permitted to work at less than the
predetermined rate for the work they performed when they are
employed pursuant to and individually registered in a bona fide
apprenticeship program registered with the U.S. Department of
Labor, Employment and Training Administration, Office of
Apprenticeship Training, Employer and Labor Services, or with
a State Apprenticeship Agency recognized by the Office, or if a
person is employed in his or her first 90 days of probationary
employment as an apprentice in such an apprenticeship
program, who is not individually registered in the program, but
who has been certified by the Office of Apprenticeship
Training, Employer and Labor Services or a State
Apprenticeship Agency (where appropriate) to be eligible for
probationary employment as an apprentice.
The allowable ratio of apprentices to journeymen on the job
site in any craft classification shall not be greater than the ratio
permitted to the contractor as to the entire work force under
the registered program. Any worker listed on a payroll at an
apprentice wage rate, who is not registered or otherwise
employed as stated above, shall be paid not less than the
applicable wage rate on the wage determination for the
classification of work actually performed. In addition, any
apprentice performing work on the job site in excess of the
ratio permitted under the registered program shall be paid not
less than the applicable wage rate on the wage determination
for the work actually performed. Where a contractor is
performing construction on a project in a locality other than
that in which its program is registered, the ratios and wage
rates (expressed in percentages of the journeyman's hourly
rate) specified in the contractor's or subcontractor's registered
program shall be observed.
Every apprentice must be paid at not less than the rate
specified in the registered program for the apprentice's level of
progress, expressed as a percentage of the journeymen hourly
rate specified in the applicable wage determination.
Apprentices shall be paid fringe benefits in accordance with
the provisions of the apprenticeship program. If the
apprenticeship program does not specify fringe benefits,
apprentices must be paid the full amount of fringe benefits
listed on the wage determination for the applicable
classification. If the Administrator determines that a different
practice prevails for the applicable apprentice classification,
fringes shall be paid in accordance with that determination.
In the event the Office of Apprenticeship Training, Employer
and Labor Services, or a State Apprenticeship Agency
recognized by the Office, withdraws approval of an
apprenticeship program, the contractor will no longer be
permitted to utilize apprentices at less than the applicable
predetermined rate for the work performed until an acceptable
program is approved.
b. Trainees (programs of the USDOL).
Except as provided in 29 CFR 5.16, trainees will not be
permitted to work at less than the predetermined rate for the
work performed unless they are employed pursuant to and
individually registered in a program which has received prior
approval, evidenced by formal certification by the U.S.
Department of Labor, Employment and Training
Administration.
The ratio of trainees to journeymen on the job site shall not be
greater than permitted under the plan approved by the
Employment and Training Administration.
Every trainee must be paid at not less than the rate specified
in the approved program for the trainee's level of progress,
expressed as a percentage of the journeyman hourly rate
specified in the applicable wage determination. Trainees shall
be paid fringe benefits in accordance with the provisions of the
trainee program. If the trainee program does not mention
fringe benefits, trainees shall be paid the full amount of fringe
benefits listed on the wage determination unless the
Administrator of the Wage and Hour Division determines that
there is an apprenticeship program associated with the
corresponding journeyman wage rate on the wage
determination which provides for less than full fringe benefits
for apprentices. Any employee listed on the payroll at a trainee
rate who is not registered and participating in a training plan
approved by the Employment and Training Administration shall
be paid not less than the applicable wage rate on the wage
determination for the classification of work actually performed.
In addition, any trainee performing work on the job site in
excess of the ratio permitted under the registered program
shall be paid not less than the applicable wage rate on the
wage determination for the work actually performed.
In the event the Employment and Training Administration
withdraws approval of a training program, the contractor will no
longer be permitted to utilize trainees at less than the
applicable predetermined rate for the work performed until an
acceptable program is approved.
c. Equal employment opportunity. The utilization of
apprentices, trainees and journeymen under this part shall be
in conformity with the equal employment opportunity
requirements of Executive Order 11246, as amended, and 29
CFR part 30.
EXHBIIT 1- 26
d. Apprentices and Trainees (programs of the U.S. DOT).
Apprentices and trainees working under apprenticeship and
skill training programs which have been certified by the
Secretary of Transportation as promoting EEO in connection
with Federal -aid highway construction programs are not
subject to the requirements of paragraph 4 of this Section IV.
The straight time hourly wage rates for apprentices and
trainees under such programs will be established by the
particular programs. The ratio of apprentices and trainees to
journeymen shall not be greater than permitted by the terms of
the particular program.
5. Compliance with Copeland Act requirements. The
contractor shall comply with the requirements of 29 CFR part
3, which are incorporated by reference in this contract.
6. Subcontracts. The contractor or subcontractor shall insert
Form FHWA-1273 in any subcontracts and also require the
subcontractors to include Form FHWA-1273 in any lower tier
subcontracts. The prime contractor shall be responsible for the
compliance by any subcontractor or lower tier subcontractor
with all the contract clauses in 29 CFR 5.5.
7. Contract termination: debarment. A breach of the
contract clauses in 29 CFR 5.5 may be grounds for termination
of the contract, and for debarment as a contractor and a
subcontractor as provided in 29 CFR 5.12.
8. Compliance with Davis -Bacon and Related Act
requirements. All rulings and interpretations of the Davis -
Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5
are herein incorporated by reference in this contract.
9. Disputes concerning labor standards. Disputes arising
out of the labor standards provisions of this contract shall not
be subject to the general disputes clause of this contract. Such
disputes shall be resolved in accordance with the procedures
of the Department of Labor set forth in 29 CFR parts 5, 6, and
7. Disputes within the meaning of this clause include disputes
between the contractor (or any of its subcontractors) and the
contracting agency, the U.S. Department of Labor, or the
employees or their representatives.
10. Certification of eligibility.
a. By entering into this contract, the contractor certifies that
neither it (nor he or she) nor any person or firm who has an
interest in the contractor's firm is a person or firm ineligible to
be awarded Government contracts by virtue of section 3(a) of
the Davis -Bacon Act or 29 CFR 5.12(a)(1).
b. No part of this contract shall be subcontracted to any person
or firm ineligible for award of a Government contract by virtue
of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1).
c. The penalty for making false statements is prescribed in the
U.S. Criminal Code, 18 U.S.C. 1001.
V. CONTRACT WORK HOURS AND SAFETY
STANDARDS ACT
The following clauses apply to any Federal -aid construction
contract in an amount in excess of $100,000 and subject to the
overtime provisions of the Contract Work Hours and Safety
Standards Act. These clauses shall be inserted in addition to
the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As
used in this paragraph, the terms laborers and mechanics
include watchmen and guards.
1. Overtime requirements. No contractor or subcontractor
contracting for any part of the contract work which may require
or involve the employment of laborers or mechanics shall
require or permit any such laborer or mechanic in any
workweek in which he or she is employed on such work to
work in excess of forty hours in such workweek unless such
laborer or mechanic receives compensation at a rate not less
than one and one-half times the basic rate of pay for all hours
worked in excess of forty hours in such workweek.
2. Violation; liability for unpaid wages; liquidated
damages. In the event of any violation of the clause set forth
in paragraph (1.) of this section, the contractor and any
subcontractor responsible therefor shall be liable for the
unpaid wages. In addition, such contractor and subcontractor
shall be liable to the United States (in the case of work done
under contract for the District of Columbia or a territory, to such
District or to such territory), for liquidated damages. Such
liquidated damages shall be computed with respect to each
individual laborer or mechanic, including watchmen and
guards, employed in violation of the clause set forth in
paragraph (1.) of this section, in the sum of $10 for each
calendar day on which such individual was required or
permitted to work in excess of the standard workweek of forty
hours without payment of the overtime wages required by the
clause set forth in paragraph (1.) of this section.
3. Withholding for unpaid wages and liquidated damages.
The FHWA or the contacting agency shall upon its own action
or upon written request of an authorized representative of the
Department of Labor withhold or cause to be withheld, from
any moneys payable on account of work performed by the
contractor or subcontractor under any such contract or any
other Federal contract with the same prime contractor, or any
other federally -assisted contract subject to the Contract Work
Hours and Safety Standards Act, which is held by the same
prime contractor, such sums as may be determined to be
necessary to satisfy any liabilities of such contractor or
subcontractor for unpaid wages and liquidated damages as
provided in the clause set forth in paragraph (2.) of this
section.
4. Subcontracts. The contractor or subcontractor shall insert
in any subcontracts the clauses set forth in paragraph (1,)
through (4.) of this section and also a clause requiring the
subcontractors to include these clauses in any lower tier
subcontracts. The prime contractor shall be responsible for
compliance by any subcontractor or lower tier subcontractor
with the clauses set forth in paragraphs (1.) through (4.) of this
section.
EXHBIIT I - 27 f 2
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VI. SUBLETTING OR ASSIGNING THE CONTRACT
This provision is applicable to all Federal -aid construction
contracts on the National Highway System.
1. The contractor shall perform with its own organization
contract work amounting to not less than 30 percent (or a
greater percentage if specified elsewhere in the contract) of
the total original contract price, excluding any specialty items
designated by the contracting agency. Specialty items may be
performed by subcontract and the amount of any such
specialty items performed may be deducted from the total
original contract price before computing the amount of work
required to be performed by the contractor's own organization
(23 CFR 635.116).
a. The term "perform work with its own organization" refers
to workers employed or leased by the prime contractor, and
equipment owned or rented by the prime contractor, with or
without operators. Such term does not include employees or
equipment of a subcontractor or lower tier subcontractor,
agents of the prime contractor, or any other assignees. The
term may include payments for the costs of hiring leased
employees from an employee leasing firm meeting all relevant
Federal and State regulatory requirements. Leased
employees may only be included in this term if the prime
contractor meets all of the following conditions:
(1) the prime contractor maintains control over the
supervision of the day-to-day activities of the leased
employees;
(2) the prime contractor remains responsible for the quality
of the work of the leased employees;
(3) the prime contractor retains all power to accept or
exclude individual employees from work on the project; and
(4) the prime contractor remains ultimately responsible for
the payment of predetermined minimum wages, the
submission of payrolls, statements of compliance and all
other Federal regulatory requirements.
b. "Specialty Items" shall be construed to be limited to work
that requires highly specialized knowledge, abilities, or
equipment not ordinarily available in the type of contracting
organizations qualified and expected to bid or propose on the
contract as a whole and in general are to be limited to minor
components of the overall contract.
2. The contract amount upon which the requirements set forth
in paragraph (1) of Section VI is computed includes the cost of
material and manufactured products which are to be
purchased or produced by the contractor under the contract
provisions.
3. The contractor shall furnish (a) a competent superintendent
or supervisor who is employed by the firm, has full authority to
direct performance of the work in accordance with the contract
requirements, and is in charge of all construction operations
(regardless of who performs the work) and (b) such other of its
own organizational resources (supervision, management, and
engineering services) as the contracting officer determines is
necessary to assure the performance of the contract.
4. No portion of the contract shall be sublet, assigned or
otherwise disposed of except with the written consent of the
contracting officer, or authorized representative, and such
consent when given shall not be construed to relieve the
contractor of any responsibility for the fulfillment of the
contract. Written consent will be given only after the
contracting agency has assured that each subcontract is
evidenced in writing and that it contains all pertinent provisions
and requirements of the prime contract.
5. The 30% self -performance requirement of paragraph (1) is
not applicable to design -build contracts; however, contracting
agencies may establish their own self -performance
requirements.
VII. SAFETY: ACCIDENT PREVENTION
T h i s p r o v i s i o n i s applicable to all Federal -aid
construction contracts and to all related subcontracts.
1. In the performance of this contract the contractor shall
comply with all applicable Federal, State, and local laws
governing safety, health, and sanitation (23 CFR 635). The
contractor shall provide all safeguards, safety devices and
protective equipment and take any other needed actions as it
determines, or as the contracting officer may determine, to be
reasonably necessary to protect the life and health of
employees on the job and the safety of the public and to
protect property in connection with the performance of the
work covered by the contract.
2. It is a condition of this contract, and shall be made a
condition of each subcontract, which the contractor enters into
pursuant to this contract, that the contractor and any
subcontractor shall not permit any employee, in performance
of the contract, to work in surroundings or under conditions
which are unsanitary, hazardous or dangerous to his/her
health or safety, as determined under construction safety and
health standards (29 CFR 1926) promulgated by the Secretary
of Labor, in accordance with Section 107 of the Contract Work
Hours and Safety Standards Act (40 U.S.C. 3704).
3. Pursuant to 29 CFR 1926.3, it is a condition of this contract
that the Secretary of Labor or authorized representative
thereof, shall have right of entry to any site of contract
performance to inspect or investigate the matter of compliance
with the construction safety and health standards and to carry
out the duties of the Secretary under Section 107 of the
Contract Work Hours and Safety Standards Act (40
U.S.C.3704).
VIII. FALSE STATEMENTS CONCERNING HIGHWAY
PROJECTS
T h i s p r o v i s i o n 1 s applicable to all Federal -aid
construction contracts and to all related subcontracts.
In order to assure high quality and durable construction in
conformity with approved plans and specifications and a high
degree of reliability on statements and representations made
by engineers, contractors, suppliers, and workers on Federal -
aid highway projects, it is essential that all persons concerned
with the project perform their functions as carefully, thoroughly,
and honestly as possible. Willful falsification, distortion, or
misrepresentation with respect to any facts related to the
project is a violation of Federal law. To prevent any
misunderstanding regarding the seriousness of these and
similar acts, Form FHWA-1022 shall be posted on each
Federal -aid highway project (23 CFR 635) in one or more
places where it is readily available to all persons concerned
with the project:
18 U.S.C. 1020 reads as follows:
EXHBIIT 1- 28
8 x
"Whoever, being an officer, agent, or employee of the United
States, or of any State or Territory, or whoever, whether a
person, association, firm, or corporation, knowingly makes any
false statement, false representation, or false report as to the
character, quality, quantity, or cost of the material used or to
be used, or the quantity or quality of the work performed or to
be performed, or the cost thereof in connection with the
submission of plans, maps, specifications, contracts, or costs
of construction on any highway or related project submitted for
approval to the Secretary of Transportation; or
Whoever knowingly makes any false statement, false
representation, false report or false claim with respect to the
character, quality, quantity, or cost of any work performed or to
be performed, or materials furnished or to be furnished, in
connection with the construction of any highway or related
project approved by the Secretary of Transportation; or
Whoever knowingly makes any false statement or false
representation as to material fact in any statement, certificate,
or report submitted pursuant to provisions of the Federal -aid
Roads Act approved July 1, 1916, (39 Stat. 355), as amendec
and supplemented;
Shall be fined under this title or imprisoned not more than 5
years or both."
IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL
WATER POLLUTION CONTROL ACT
This provision is applicable to all Federal -aid construction
contracts and to all related subcontracts.
By submission of this bid/proposal or the execution of this
contract, or subcontract, as appropriate, the bidder, proposer
Federal -aid construction contractor, or subcontractor, as
appropriate, will be deemed to have stipulated as follows:
1. That any person who is or will be utilized in the
performance of this contract is not prohibited from receiving an
award due to a violation of Section 508 of the Clean Water Act
or Section 306 of the Clean Air Act.
2. That the contractor agrees to include or cause to be
included the requirements of paragraph (1) of this Section X in
every subcontract, and further agrees to take such action as
the contracting agency may direct as a means of enforcing
such requirements.
X. CERTIFICATION REGARDING DEBARMENT,
SUSPENSION, INELIGIBILITY AND VOLUNTARY
EXCLUSION
This provision is applicable to all Federal -aid construction
contracts, design -build contracts, subcontracts, lower -tier
subcontracts, purchase orders, lease agreements, consultant
contracts or any other covered transaction requiring FHWA
approval or that is estimated to cost $25,000 or more — as
defined in 2 CFR Parts 180 and 1200.
1. Instructions for Certification — First Tier Participants:
a. By signing and submitting this proposal, the prospective
first tier participant is providing the certification set out below.
b. The inability of a person to provide the certification set out
below will not necessarily result in denial of participation in this
covered transaction. The prospective first tier participant 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 or agency's
determination whether to enter into this transaction. However,
failure of the prospective first tier participant to furnish a
certification or an explanation shall disqualify such a person
from participation in this transaction.
c. The certification in this clause is a material representation
of fact upon which reliance was placed when the contracting
agency determined to enter into this transaction. If it is later
determined that the prospective participant knowingly rendered
an erroneous certification, in addition to other remedies
available to the Federal Government, the contracting agency
may terminate this transaction for cause of default.
d. The prospective first tier participant shall provide
immediate written notice to the contracting agency to whom
this proposal is submitted if any time the prospective first tier
participant learns that its certification was erroneous when
submitted or has become erroneous by reason of changed
circumstances.
e. The terms "covered transaction," "debarred,"
"suspended," "ineligible," "participant," "person," "principal,"
and "voluntarily excluded," as used in this clause, are defined
in 2 CFR Parts 180 and 1200. "First Tier Covered
Transactions" refers to any covered transaction between a
grantee or subgrantee of Federal funds and a participant (such
as the prime or general contract). "Lower Tier Covered
Transactions" refers to any covered transaction under a First
Tier Covered Transaction (such as subcontracts). "First Tier
Participant" refers to the participant who has entered into a
covered transaction with a grantee or subgrantee of Federal
funds (such as the prime or general contractor). "Lower Tier
Participant" refers any participant who has entered into a
covered transaction with a First Tier Participant or other Lower
Tier Participants (such as subcontractors and suppliers).
f. The prospective first tier participant agrees by submitting
this proposal that, should the proposed covered transaction be
entered into, it shall not knowingly enter into any lower tier
covered transaction with a person who is debarred,
suspended, declared ineligible, or voluntarily excluded from
participation in this covered transaction, unless authorized by
the department or agency entering into this transaction.
g. The prospective first tier participant further agrees by
submitting this proposal that it will include the clause titled
"Certification Regarding Debarment, Suspension, Ineligibility
and Voluntary Exclusion -Lower Tier Covered Transactions,"
provided by the department or contracting agency, entering
into this covered transaction, without modification, in all lower
tier covered transactions and in all solicitations for lower tier
covered transactions exceeding the $25,000 threshold.
h. A participant in a covered transaction may rely upon a
certification of a prospective participant in a lower tier covered
transaction that is not debarred, suspended, ineligible, or
voluntarily excluded from the covered transaction, unless it
knows that the certification is erroneous. A participant is
responsible for ensuring that its principals are not suspended,
debarred, or otherwise ineligible to participate in covered
transactions. To verify the eligibility of its principals, as well as
the eligibility of any lower tier prospective participants, each
participant may, but is not required to, check the Excluded
Parties List System website (httr)s://www.eols.gov/), which is
compiled by the General Services Administration.
EXHBIIT I - 29
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1
i. Nothing contained in the foregoing shall be construed to
require the 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 prospective participant
is not required to exceed that which is normally possessed by
a prudent person in the ordinary course of business dealings.
j. Except for transactions authorized under paragraph (f) of
these instructions, if a participant in a covered transaction
knowingly enters into a lower tier covered transaction with a
person who is suspended, debarred, ineligible, or voluntarily
excluded from participation in this transaction, in addition to
other remedies available to the Federal Government, the
department or agency may terminate this transaction for cause
or default.
2. Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion — First Tier
Participants:
a. The prospective first tier participant certifies to the best of
its knowledge and belief, that it and its principals:
(1) Are not presently debarred, suspended, proposed for
debarment, declared ineligible, or voluntarily excluded from
participating in covered transactions by any Federal
department or agency;
(2) Have not within a three-year period preceding this
proposal been convicted of or had a civil judgment rendered
against them for commission of fraud or a criminal offense in
connection with obtaining, attempting to obtain, or performing
a public (Federal, State or local) transaction or contract under
a public transaction; violation of Federal or State antitrust
statutes or commission of embezzlement, theft, forgery,
bribery, falsification or destruction of records, making false
statements, or receiving stolen property;
(3) Are not presently indicted for or otherwise criminally or
civilly charged by a governmental entity (Federal, State or
local) with commission of any of the offenses enumerated in
paragraph (a)(2) of this certification; and
(4) Have not within a three-year period preceding this
application/proposal had one or more public transactions
(Federal, State or local) terminated for cause or default.
b. Where the prospective participant is unable to certify to
any of the statements in this certification, such prospective
participant shall attach an explanation to this proposal.
2. Instructions for Certification - Lower Tier Participants:
(Applicable to all subcontracts, purchase orders and other
lower tier transactions requiring prior FHWA approval or
estimated to cost $25,000 or more - 2 CFR Parts 180 and
1200)
a. By signing and submitting this proposal, the prospective
lower tier is providing the certification set out below.
b. The certification in this clause is a material representation
of fact upon which reliance was placed when this transaction
was entered into. If it is later determined that the prospective
lower tier participant knowingly rendered an erroneous
certification, in addition to other remedies available to the
Federal Government, the department, or agency with which
this transaction originated may pursue available remedies,
including suspension and/or debarment.
c. The prospective lower tier participant shall provide
immediate written notice to the person to which this proposal is
submitted if at any time the prospective lower tier participant
learns that its certification was erroneous by reason of
changed circumstances.
d. The terms "covered transaction," "debarred,"
"suspended," "ineligible," "participant," "person," "principal,"
and "voluntarily excluded," as used in this clause, are defined
in 2 CFR Parts 180 and 1200. You may contact the person to
which this proposal is submitted for assistance in obtaining a
copy of those regulations. "First Tier Covered Transactions"
refers to any covered transaction between a grantee or
subgrantee of Federal funds and a participant (such as the
prime or general contract). "Lower Tier Covered Transactions"
refers to any covered transaction under a First Tier Covered
Transaction (such as subcontracts). "First Tier Participant'
refers to the participant who has entered into a covered
transaction with a grantee or subgrantee of Federal funds
(such as the prime or general contractor). "Lower Tier
Participant' refers any participant who has entered into a
covered transaction with a First Tier Participant or other Lower
Tier Participants (such as subcontractors and suppliers).
e. The prospective lower tier participant agrees by
submitting this proposal that, should the proposed covered
transaction be entered into, it shall not knowingly enter into
any lower tier covered transaction with a person who is
debarred, suspended, declared ineligible, or voluntarily
excluded from participation in this covered transaction, unless
authorized by the department or agency with which this
transaction originated.
f. The prospective lower tier participant further agrees by
submitting this proposal that it will include this clause titled
"Certification Regarding Debarment, Suspension, Ineligibility
and Voluntary Exclusion -Lower Tier Covered Transaction,"
without modification, in all lower tier covered transactions and
in all solicitations for lower tier covered transactions exceeding
the $25,000 threshold.
g. A participant in a covered transaction may rely upon a
certification of a prospective participant in a lower tier covered
transaction that is not debarred, suspended, ineligible, or
voluntarily excluded from the covered transaction, unless it
knows that the certification is erroneous. A participant is
responsible for ensuring that its principals are not suspended,
debarred, or otherwise ineligible to participate in covered
transactions. To verify the eligibility of its principals, as well as
the eligibility of any lower tier prospective participants, each
participant may, but is not required to, check the Excluded
Parties List System website (https://www.ei)ls.aov/), which is
compiled by the General Services Administration.
h. 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 participant is not required to
exceed that which is normally possessed by a prudent person
in the ordinary course of business dealings.
i. Except for transactions authorized under paragraph a of
these instructions, if a participant in a covered transaction
knowingly enters into a lower tier covered transaction with a
person who is suspended, debarred, ineligible, or voluntarily
excluded from participation in this transaction, in addition to
other remedies available to the Federal Government, the
EXHBIIT I - 30
10
department or agency with which this transaction originated
may pursue available remedies, including suspension and/or
debarment.
Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion --Lower Tier
Participants:
1. The prospective lower tier participant certifies, by
submission of this proposal, that neither it nor its principals is
presently debarred, suspended, proposed for debarment,
declared ineligible, or voluntarily excluded from participating in
covered transactions by any Federal department or agency.
2. Where the prospective lower tier participant is unable to
certify to any of the statements in this certification, such
prospective participant shall attach an explanation to this
proposal.
XI. CERTIFICATION REGARDING USE OF CONTRACT
FUNDS FOR LOBBYING
This provision is applicable to all Federal -aid construction
contracts and to all related subcontracts which exceed
$100,000 (49 CFR 20).
1. The prospective participant certifies, by signing and
submitting this bid or proposal, to the best of his or her
knowledge and belief, that:
a. No Federal appropriated funds have been paid or will be
paid, by or on behalf of the undersigned, 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 the awarding of any Federal
contract, the making of any Federal grant, the making of any
Federal loan, the entering into of any cooperative agreement,
and the extension, continuation, renewal, amendment, or
modification of any Federal contract, grant, loan, or
cooperative agreement.
b. If any funds other than Federal appropriated funds have
been paid or will be paid 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 Federal contract, grant, loan, or
cooperative agreement, the undersigned shall complete and
submit Standard Form -LLL, "Disclosure Form to Report
Lobbying," in accordance with its instructions.
2. This certification is a material representation of fact upon
which reliance was placed when this transaction was made or
entered into. Submission of this certification is a prerequisite
for making or entering into this transaction imposed by 31
U.S.C. 1352. Any person who fails to file the required
certification shall be subject to a civil penalty of not less than
$10,000 and not more than $100,000 for each such failure.
3. The prospective participant also agrees by submitting its
bid or proposal that the participant shall require that the
language of this certification be included in all lower tier
subcontracts, which exceed $100,000 and that all such
recipients shall certify and disclose accordingly.
EXHBIIT I - 31 CAO
A�
ATTACHMENT A - EMPLOYMENT AND MATERIALS
PREFERENCE FOR APPALACHIAN DEVELOPMENT
HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS
ROAD CONTRACTS
This provision is applicable to all Federal -aid projects funded
under the Appalachian Regional Development Act of 1965.
1. During the performance of this contract, the contractor
undertaking to do work which is, or reasonably may be, done
as on-site work, shall give preference to qualified persons who
regularly reside in the labor area as designated by the DOL
wherein the contract work is situated, or the subregion, or the
Appalachian counties of the State wherein the contract work is
situated, except:
a. To the extent that qualified persons regularly residing in
the area are not available.
b. For the reasonable needs of the contractor to employ
supervisory or specially experienced personnel necessary to
assure an efficient execution of the contract work.
c. For the obligation of the contractor to offer employment to
present or former employees as the result of a lawful collective
bargaining contract, provided that the number of nonresident
persons employed under this subparagraph (1 c) shall not
exceed 20 percent of the total number of employees employed
by the contractor on the contract work, except as provided in
subparagraph (4) below.
2. The contractor shall place a job order with the State
Employment Service indicating (a) the classifications of the
laborers, mechanics and other employees required to perform
the contract work, (b) the number of employees required in
each classification, (c) the date on which the participant
estimates such employees will be required, and (d) any other
pertinent information required by the State Employment
Service to complete the job order form. The job order may be
placed with the State Employment Service in writing or by
telephone. If during the course of the contract work, the
information submitted by the contractor in the original job order
is substantially modified, the participant shall promptly notify
the State Employment Service.
3. The contractor shall give full consideration to all qualified
job applicants referred to him by the State Employment
Service. The contractor is not required to grant employment to
any job applicants who, in his opinion, are not qualified to
perform the classification of work required.
4. If, within one week following the placing of a job order by
the contractor with the State Employment Service, the State
Employment Service is unable to refer any qualified job
applicants to the contractor, or less than the number
requested, the State Employment Service will forward a
certificate to the contractor indicating the unavailability of
applicants. Such certificate shall be made a part of the
contractor's permanent project records. Upon receipt of this
certificate, the contractor may employ persons who do not
normally reside in the labor area to fill positions covered by the
certificate, notwithstanding the provisions of subparagraph (1 c)
above.
5. The provisions of 23 CFR 633.207(e) allow the
contracting agency to provide a contractual preference for the
use of mineral resource materials native to the Appalachian
region.
6. The contractor shall include the provisions of Sections 1
through 4 of this Attachment A in every subcontract for work
which is, or reasonably may be, done as on-site work.
EXHBIIT I - 32
12
EXHIBIT 1-01 FEDERAL CONTRACT PROVISIONS AND ASSURANCES
ELETRONIC PAYROLL SOFTWARE — SPECIAL PROVISION
The use of an electronic certified payroll system shall be used to satisfy the requirements of FHWA-1273
Sections IV and V, Statements and Payrolls, as well as the provisions of 23 CFR Subpart A, 635.119, 29
CFR Parts 1, 3, & 5, 48 CFR Part 633, and any requirement related to certified payrolls and statements
of compliance. All contractor -incurred costs related to the contractor's provision and use of an electronic
payroll processing service shall be included in the contractor's price for the overall work under the
contract. The costs for using electronic payroll processing services shall not be a separately bid or
reimbursed item under this contract.
The Contractor may use any software vendor to provide the above, provided the vendor has received
prior written approval from the Department's Wage and Hour Coordinator. The Contractor must list the
County as a co-owner of the data that is submitted on this project.
Approval from FDOT and/or the County requires the software vendor to submit a request that states
software to be used meets the following minimum requirements:
1) Software must be web based and commercially available.
2) Vendor must host database and application, and applications must be able to accommodate the
required number of employees and Contractors anticipated to be employed or subcontracted
under the Agreement.
3) Vendor must provide timely system support and maintenance.
4) Vendor must provide regularly scheduled system backup to ensure no loss of data occurs.
5) Vendor must ensure system help desk is available for use during normal business hours for the
Eastern Time Zone.
6) Vendor must provide training to Contractor and Subcontractors on the system.
7) Software must have the ability to export data in a FDOT designated format for submittal by
contractor to the County and/or FDOT.
8) Vendor must provide the County and/or FDOT with read access to the contractor's payroll
information in the Vendor's system at the County's and/or FDOT's request.
9) Vendor must provide assurance of the confidentiality of all sensitive information to be protected
to the full extent of the law. System must be able to produce public reports without name,
race/gender, and social security numbers.
10) Software must be able to collect and store all information required by the USDOL Form WH -
347 and the accompanying Statement of Compliance. In addition, it must be able to capture
gender and race of each individual employee on the payroll, to meet the FDOT goal for same.
The software must be able to calculate and alert user of mathematical errors in column 7 of the
above stated form.
11) Software must have an electronically secure means of storing the signature of the contractor's
representative to be used on the Statement of Compliance and must have USDOL approval of
the process used to secure the signature.
12) Software must have the ability to upload contractor's data from the company's internal payroll
software into the labor compliance software and must also be available via internet for use by
contractors who don't have internal payroll software and who must enter data manually.
13) Software must have the ability to utilize more than one wage table assigned to a contract, thereby
assuring rates paid to workers meet the prescribed rate for the applicable table.
14) Software must have the ability to allow additional classifications (when approved by FDOT and
USDOL) to be entered into the system for that particular project. This project does not have
MOT approval to process additional classifications electronically.
15) Software must have the ability to store and cross check with payrolls, the approved USDOL
deductions for the contractor.
EXHBIIT I - 33 OAO
EXHIBIT 1-01 FEDERAL CONTRACT PROVISIONS AND ASSURANCES
16) Software must have the ability to alert prime and subcontractors of errors in the weekly certified
payroll before the data is passed either from subcontractor to prime contractor or from prime
contractor to the County. It must have means of retaining the history of each submitted payroll,
for instance where errors are found by the system, returned to the prime or sub for correction,
and resubmitted.
17) Automated system must allow for tracking of non-performance work weeks without the need to
log onto system during those periods. The system must be able to record when non-
performance period begins and then later record when that same nonperformance period ends.
During time of non-performance work, contracting firms will not be required to compensate for
periods of non-use.
EXHBIIT I - 34
EXHIBIT 1-01
FEDERAL CONTRACT PROVISIONS
DOL WAGE RATE DECISION (IF APPLICABLE)
See following pages for this document.
EmBIIT|-35
General Decision Number: FL190163 01/04/2019 FL163
Superseded General Decision Number: FL20180206
State: Florida
Construction Type: Highway
County: Collier County in Florida.
HIGHWAY CONSTRUCTION PROJECTS
Note: Under Executive Order (EO) 13658, an hourly minimum wage
of $10.60 for calendar year 2019 applies to all contracts
subject to the Davis -Bacon Act for which the contract is awarded
(and any solicitation was issued) on or after January 1, 2015.
If this contract is covered by the EO, the contractor must pay
all workers in any classification listed on this wage
determination at least $10.60 per hour (or the applicable
wage rate listed on this wage determination, if it is higher)
for all hours spent performing on the contract in calendar
year 2019. If this contract is covered by the EO and a
classification considered necessary for performance of work on
the contract does not appear on this wage determination, the
contractor must pay workers in that classification at least
the wage rate determined through the conformance process set
forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,
if it is higher than the conformed wage rate). The EO minimum
wage rate will be adjusted annually. Please note that
this EO applies to the above-mentioned types of contracts
entered into by the federal government that are subject
to the Davis -Bacon Act itself, but it does not apply
to contracts subject only to the Davis -Bacon Related Acts,
including those set forth at 29 CFR 5.1(a)(2)-(60). Additional
information on contractor requirements and worker protections
under the EO is available at www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/04/2019
* SUFL2013-024 08/19/2013
Rates
CARPENTER, Includes
Form Work ....
$ 12.52
CEMENT MASON/CONCRETE FINISHER ...
$ 12.98
ELECTRICIAN ......................$
21.92
HIGHWAY/PARKING LOT
STRIPING:
Operator (Striping
Machine) .....
$ 16.72
HIGHWAY/PARKING LOT
STRIPING:
Painter .........................$
12.13
EXHBIIT I - 36
Fringes
0.00
0.00
6.60
https://www.wdol.gov/wdol/scafi les/davisbacon/FL 163.dvb?v=0
0.00
0.00
Page 1 of 6
1/7/2019
IRONWORKER, ORNAMENTAL ...........
$
13.48
0.00
IRONWORKER, REINFORCING ..........
$
16.39
0.00
IRONWORKER, STRUCTURAL ...........
$
16.42
0.00
LABORER (Traffic Control
Specialist) ......................$
12.05
1.95
LABORER: Asphalt, Includes
Raker, Shoveler, Spreader and
Distributor ......................$
13.89
0.00
LABORER: Common or General ......
$
11.76
0.00
LABORER: Flagger ................$
11.77
0.00
LABORER: Grade Checker ..........
$
15.88
0.00
LABORER: Landscape &
Irrigation .......................$
11.12
0.00
LABORER: Mason Tender -
Cement/Concrete..................$
12.93
0.00
LABORER: Pipelayer ...............$
13.63
0.00
OPERATOR:
Backhoe/Excavator/Trackhoe .......
$
16.55
0.00
OPERATOR: Bobcat/Skid
Steer/Skid Loader ................$
12.88
0.00
OPERATOR: Broom/Sweeper .........
$
13.69
0.00
OPERATOR: Bulldozer .............$
18.01
0.00
OPERATOR: Concrete Finishing
Machine ..........................$
15.44
0.00
OPERATOR: Crane .................$
21.69
0.00
OPERATOR: Curb Machine ..........
$
19.67
0.00
OPERATOR: Drill .................$
14.78
0.00
OPERATOR: Forklift ..............$
12.58
0.00
OPERATOR: Gradall ...............$
14.71
0.00
OPERATOR: Grader/Blade ..........
$
20.34
0.00
OPERATOR: Loader ................$
16.24
0.00
OPERATOR: Mechanic ..............$
17.86
0.00
OPERATOR: Milling Machine .......
$
17.23
0.00
OPERATOR: Oiler .................$
17.31
0.00
EXHB11T I - 37
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Page 3 of 6
OPERATOR: Paver (Asphalt,
Aggregate, and Concrete) .........
$ 16.82
0.00
OPERATOR: Piledriver ............
$ 17.23
0.00
OPERATOR: Post Driver
(Guardrail/Fences)...............$
19.35
0.00
OPERATOR: Roller ................$
15.56
0.00
OPERATOR: Scraper ...............$
11.74
0.00
OPERATOR: Screed ................$
16.67
0.00
OPERATOR: Trencher ..............$
16.07
0.66
PAINTER: Spray ..................$
16.38
0.00
TRUCK DRIVER: Dump Truck ........
$ 14.99
0.00
TRUCK DRIVER: Flatbed Truck .....
$ 14.13
0.00
TRUCK DRIVER: Lowboy Truck ......
$ 18.00
0.00
TRUCK DRIVER: Slurry Truck ......
$ 11.96
0.00
TRUCK DRIVER: Water Truck .......
----------------------------------------------------------------
$ 14.16
0.00
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis -Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the E0, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
EXHBIIT I - 38 ?
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Page 4 of 6
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of "identifiers" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than "SU" or
"UAVG" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the "SU" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
EXHBIIT I - 39
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Page 5 of 6
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis -Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
EXHBIIT I - 40
https://www.wdol.gov/wdol/scafiles/davisbacon/FL163.dvb?v=0 1/7/2019
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
EXHBIIT 1- 41
Page 6 of 6
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EXHIBIT 1-01 FEDERAL CONTRACT PROVISIONS
GRANT CERTIFICATIONS AND ASSURANCES
LOCAL AGENCY PROGRAM (LAP)
CONSTRUCTION PROJECTS
The following items must be submitted with the bid package. Any missing items may be
considered a nonresponsive bid.
FORMS AND SUBMITTALS DUE WITH BID PACKAGE
Collier Grant Forms:
1. Acknowledgement of Terms, Conditions, and Grant Clauses
2. Certification of Disclosure for Lobbying Activities
3. Anticipated DBE, M/WBE or VETERAN Participation Statement
4. Construction Contractors Bid Opportunities List
FDOT Project Forms:
5. Certification Regarding Debarment...
6. Affidavit of Vehicle Registration
7. Certification of Sublet Work
8. Certification of Current Capacity
9. Non -Collusion Provision
10. Notification of EEO Officer
FDOT INSTRUCTIONS
DBE Plans and Bid Opportunity Instructions
FDOT Form 375-030-32
FDOT Form 700-010-52
FDOT Form 700-010-36
FDOT Form 525-010-46
FDOT Form 575-060-13
FDOT Form 275-021-13
FDOT Form 275-030-11
CONTRACT ADMINISTRATION FORMS
A LAP Contractor must comply with Federal statutes, U.S. Department of Justice, U.S. Department of
Transportation (USDOT) and Federal Highway Administration (FHWA) regulations, policies, and
procedures promulgated by the Florida Department of Transportation (FDOT). The Contractor and its subs
will prepare and complete required forms as a result of these federal requirements. The necessary forms
can be found at an FDOT website:
https://fms.fdot.gov/Form?sort=number
Refer to this website to become familiar with all documentation and compliance reporting that must be
submitted throughout the project.
EXHBIIT I - 42
EXHIBIT 1-01 FEDERAL CONTRACT PROVISIONS
COLLIER COUNTY
Acknowledgement of Terms, Conditions and Grant Clauses
Flow Down of Terms and Conditions from the Grant Agreement
Subcontracts: If the vendor subcontracts any of the work required under this Agreement, a copy of the
signed subcontract must be available to the Department for review and approval. The vendor agrees
to include in the subcontract that (1) the subcontractor is bound by the terms of this Agreement, (ii)
the subcontractor is bound by all applicable state and federal laws and regulations, and (iii) the
subcontractor shall hold the Department and Recipient harmless against all claims of whatever nature
arising out of the subcontractor's performance of work under this Agreement, to the extent allowed and
required by law. The recipient shall document in the quarterly report the subcontractor's progress in
performing its work, under this agreement. For each subcontract, the Recipient shall provide a written
statement to the Department as to whether the subcontractor is a minority vendor as defined in Section
288.703, Fla, Stat.
Certification
On behalf of my firm, I acknowledge, and agree to perform all of the specifications and grant
requirements identified in this solicitation dOcumenl(s).
t--
VendorlContraclor Name
Authorized Signature
Address ✓ :''y {,,.,_,% l r
,
Date ''1 ° `�''-
Solicitation/Contract It
/
EX11811'r 1 • 43
EXHIBIT 1-01 FEDERAL CONTRACTPROVISIONS
COLLIER COUNTY
Certification for Disclosure of L0hhviDg Activities
CO[U�ligncgwith 49{}FR.Section 20.10D(h)
The prospective participant certifies, by signing this certification, that to the bestofhis orher knowledge
andbe8ot
(1) No federal appropriated funds have been paid or will be paid, by or on behalf Of the undersigned, to any
ponmo for influencing or attempting to influence on officer oremployee of any hadana| ageocy, a Member
of Congress. an officer of 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 hadoro| |uan,
the entering into n/any cooperative agreement. and the exhnnoion, 000UnuaUnn, nanewai ampndment, or
modification o/any federal contract, grant, loan, o/cooperative agreement.
(2) If any 6/ndo other than federal appropriated funds have beef) paid or will be paid to any person for
influencing or attempting to influence an off icer or employee of any federal agency, a Member of Congress,
an officer or employee of Congress, or on employee of Member nfCongress in onnneu\uo vvUh this
federal contract, grant, |umn, or cooperative ngrmameni the undersigned shall complete and suhmi\
Standard Forn)-LLL, "Disclosure of Lobbying Activities", it) accordance with its instructions. (Standard Form -
LLL can he obtained from the Florida Department of Transportation's Professional Services Administrator
o,Procurement OO600jThis certification iaomaterial ropmveniaUonoffact upon which reliance was placed
when this transaction was made or entered into. Submission of this certification is a prerequisite for making
or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file
the required certification shall be subject to civil penalty ofriot less than $10.000 and oo(moru than
S1OO.O0Ufor each such failure.
The prospective participant also agrees by submitting his or tier proposal that fie or she shall re(JUire that
the language of this certification be included in all lower tier Subcontracts, which exceed $100,000 and that
all Such aubecipien|nshall certify and disclose accordingly,
116' Name ofAuthorized Official
Title
Signature n[Vendor/Contractors Authorized Official
Date
EXHIBIT |-01FEDERALCONTRACTPROVISIONSCOLLIER COUNTYANTICIPATED DISADVANTAGED, MINORITY, �-VONIEN OR VETERAN PARTICIPATION STATEMENTtx-
CollB, IF PRIME HAS SUBLONTRACTQ8 OR SUPKIER WHO I$ A DISADVANTAGED. MINORITY, WOMEN -OWNED, SNAALLBL)5�NIESe, CONC ERN OR I SERVICE DISABLED VETERAN, PRINIE 15 TO r-ONPLETE TH15 NEXT SECTIONC. SECTION TO BE COMPLETED BY PRIME VENDORICONTR ACTORNAME Or 5UPOITTER DATE TrTLE OF 51JUMMITInot uuml at
D. SECTION TO BE COMPLETED BY COWER COUNTY
DATE
sx*oo/'^o
EXHIBITI-01 FEDERAL CONTRACT PROVISIONS
COLLIER COUNTY
Construction Contractors Bid Opportunity List
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EXHI311'r 1- 46 1 �10
411
It is certified that neither the below identified firm nor its principals are presently suspended, proposed for debarment, declared
ineligible, or voluntarily excluded from participation in this
transaction by any federal department or agency.
Name of Consultant/Confr. c r.
B_ \
,aR .
Date:
Title: /," _ ,
Instructions for Certification
Instructions for Certification - Lower Tier Participants:
(Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to
cost $25,000 or more - 2 CFR Parts 180 and 1200)
a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below.
b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was
entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in
addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated
may pursue available remedies, including suspension and/or debarment.
c, The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if
at any time the prospective lover tier participant learns that its certification was erroneous by reason of changed circumstances,
d. `i'he terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily
excluded," as used in this clause, are defined in 2 GFR Parts 180 and 1200. You may contact the person to which this proposal
is submitted for assistance in obtaining a copy of those regulations. `First Tier Covered Transactions" refers to any covered
transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). "Lower
Tier Covered Transactions` refers to any covered transaction Linder a First Tier Covered Transaction (such as subcontracts).
"First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of
Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a
covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers).
e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be
entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended,
declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or
agency with which this transaction originated.
f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled
"Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction," without
modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the
$25,000 threshold.
g, A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered
transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that
the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or
otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any
lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System ,website
('https,Nwww.epls.govt), which is compiled by the General Services Administration,
h, 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 participant is not required to exceed that
which is normally possessed by a prudent person in the ordinary course of business dealings.
i, Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly
enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from
participation in this transaction, in addition to other rernedies available to the Federal Government, the department or agency
with which this transaction originated may pursue available remedies, including suspension and/or debarment.
ExHBUT I - 47 nY
5IAIf-of rd_tdltiM 'U'AR'IMEN "I ul' INA lsP(J;,I AII',)(
CONTRACTOR'S AFFIDAVIT
VEHICLE REGISTRATION
State. r—
County:
BEFORE tAE, this day personally appeared
v/ho says that all of the vehicles operated or caused to be operated by said Contractor, are registered in the State; of Florida, in
accordance <Mth Section 37.0
tract
t1/1) NAME:
POSITION:r
COMPANY NAME:
COMPANY ADDRESS: �
State of Florida
County: /.+ ----
Sworn to and Subscribed before me this day
of 1 by
(Print name of personsigning orlification)
t1rolary Ptltrlio
rM r.
143
Canvni cion _xpires
Personally Known �� OR Produced Identifi
c
ation
Type of Identification Produced jj/ZI—
TO BE COMPLETED BY DOT PERSONNEL
BUDGET ITEM N 1UD,fi3ER:
FIN PROJECT NUMBER:
CONTRACT NUMBE=R:
R
Notary Public State of FiUid+
Annette V NivaMy Commission GG 208900
Expires 02/13/2023
EXH611T 1 • 48
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700-010.36
CONSTRUCTION
11/17
Page 2 of 2
Instructions for Form:
The contractor must provide enough information through a Schedule "A" spreadsheet to determine which pay-item(s) are
being sublet, the amounts, and cost. For sublet calculations, the amount will be calculated based on the actual contract
unit price(s) unless there is a partial sublet. For partial sublets, use the unit prices from the actual sub -contract.
1) Enter the Date of the certification of sublet work was prepared.
2) Enter the sequential number of the request starting with number 1.
3) Enter the Federal Aid Project number for the Prime Contractor if any.
4) Enter the Financial Project Identification number of the Contract.
5) Enter the Contract number of the Contract with the Department.
6) Enter the County name where the work is being performed.
7) Enter the Name of the Prime Contractor.
8) Enter the FEID number of the Prime Contractor.
9) Enter the Original Contract dollar amount (round to nearest whole dollar).
10) Enter a "Y" in the space marked Change if any information on the line has changed since the
previous certification of sublet work was prepared. Otherwise, leave blank.
11) Enter the Subcontractor names. Enter all the subcontractor(s) regardless of their tier.
12) Enter the tier number for the subcontractor. If the subcontractor works directly for the Prime
Contractor, enter a "1". If he works one level below, enter a "2" and so on.
13) Enter the FEID number of the Subcontractor(s).
14) Enter the name of the pertinent Contractor or Subcontractor that hired subcontractor.
15) Enter a short description of the work to be performed.
16) Enter a "P" if any pay -item for the sublet is a partial sublet.
17) Enter the DBE status for the subcontractor: "D" for DBE, "N" for non -DBE.
18) The Department may require subcontractor to be prequalified with the Department as described
in the Special Provisions and the Bid Solicitation Notice whenever construction projects contain
certain classes of work that require specific expertise.
19) One (1) copy of this form shall be submitted to the District Office by the contractor.
20) To be signed by principal of the firm or someone with the delegated authority and notarized.
a) Note: Notary not required when form is digitally signed.
EXHBIIT I - 60
��vco+uw'u�oen*,vemup�^n nn' uu
,nun�um��acm ur
LAP CERTIFICATION OF CURRENT CAPACITY =�
CONFIDENIIAL.
'Fill ill Your FDOTVendor Number
For bids kzbereceived on '//'°//~
VF
(Only applicable to FDOT pre -qualified contractors)
CERTIFICATE
I hereby certify that the amount of any proposal submitted by this bidder for the above letting does not exceed tile arnount
of the Firm's CURRENT CAPACITY (maximum capacity rating less total uncompleted work).
The total uncompleted work uoahmv cm
the`Status of Contracts on Hand" report (page 2)
| further neAify thaitile "Status ofContracts onHand" report (page 2)was prepared aafollows
1. If the letting isbefore tile 25'�' day ofthe month, the certificate and report mOecitheuncompleta work aoo[(lie 1Sw
dmyuftile month, last preceding the month of the letting.
2. U the |eiUog in after tile 25:day of the month, the oodiNoo\o and report reflects Uhe uncompleted work in progress as of
the 15w (Jay of the month of the letting.
1 All new contracts (and subcontracts) awarded earlier than five days before the letting date are included in tile report
and charged against our total rating.
| certify that tile information above iscorrect.
Sworn toand Subscribed this IU day
00 Nota(y Public State of Fivida
MY COMmission GG 268080
Expites 02/1312023
By:
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NON -COLLUSION DECLARATION AND
�r,*o
COMPLIANCE WITH 49 CFR §29
|TEWSEGMENTNO.,
F.AP.NO�:
WANAG|NGD|sTR|CT:
PARCEL No..
COUNTY Of".
BID LETT\MGOF:
hereby declare that I arn
of
and that I am the person responsible within my firm for the final decision as to the price(s) and amount Of this Bid on this
State Project.
| further declare that,
1, The prices(s) and amount of this bid have been arrived at independently, without conSUItati0r),
Communk.a(iOnnrugreemonihor{hnpuVposeoyreu(ric|ioguompoNk`nwNhonyotharcun(mcto[bidderorpoien|iai
b!ddor,
2. Neither the price(s) nor the anIOUnt of this bid have been disclosed to any other firm or person who is a
bidder or potential bidder on this project, and will not be so disclosed prior to the bid opening.
l No attempt has been made or will be made to Solicit, Cause or induce any other firm or person to refrain fron)
bidding on thiS project, 0110 Submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid of
other fonmnfcomplementary bid,
4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or
inducement from, any firm orperson kxSubmit acomplementary bid.
S. MyhnnhuanoLoMe'e]orentoedinivauubom'kado/aAmexmo1nagandingUhepurch000cdmateriabor
services froni any firm or person, or offered, promised or paid cash or anything Of Value to any firm or person, whether in
connection with this u,any other project, in consideration for ao agreement orpromise byany finn or person to refrain
knmbidding nr(osubmit acomplementary bid unthis project,
8. My firm has not accepted or been promised any Subcontract or agreement regarding the sale of materials or
services to any firm or person, and has not been promised or paid cash or anything Of Value by any firm or person,
whetner to connection with this or any other project, in consideration for my firm's Submitting a complementary bid, or
agreeing tudoso, unthis project,
7. 1 have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities
relating \o(tie preparation, approval orouhmiooioncfmyUnn'sWdnoU`iopnojao\ondhavaboenodvisodbyouoho<|hom
thaiheorxhehaonntpartidpa\edinaoycommuoicaUon'oonau||aUmo.dimxuasioo.uUnooment.uoUuoion.aoto,pihor
conduct inconsistent will) any of the statements and repiesentations made in this Declaration.
8, Asrequiradhy Section 337165. Florida StakAen. the firm has fully informed the Department of
Transportation in writing of all convictions of the firm, its affiliates (as defined in Section 337.165(l)(a), Florida Statutes),
and all directors, officers, arid employees of the firrn and its affiliates for violation of state or federal antitrList laws With
eopau1 to public contract orfor violation ofany state nrhydem} law involving hmud, bhbery, cuUuo|on, conspiracy or
material misrepresentation with respect huapublic contract. This includes disclosure ufthe names ofcurrent employees
of the firm or affiliates v.1ho were convicted of contract crinies while in the employ of another company.
wo�mo
�oomwx
8. 1certify that, except aonoted below, neither myfirm nor any person associated therewith inthe capacity oy
owner, partner, director, officer, principal, investigator, project director, manager, auditor, and/or position involving the
administration of Federal funds:
(e) is presently debarred, suspended, proposed for debarment. declared ineligible, or voluntarily excluded
from covered transactions, as defined in 49 CFR §29,1 10(a), by any Federal department or agency,
(b) has within athree-year periodpmoedingthiscadJicationbemnmnnde ofmhad aCivil judgment
rendered against him o/her foc commission o|fraud oracriminal offense |nconnection with obtaining,
attempting toobtain, or performing m Federal, 8\ode or local government transaction orpublic contract:
violation of Federal or State antitrust statutes; or commission of embezzlement, theft. forgery, bribery,
falsification or destruction of records, making false slatements or receiving stolen property:
(d is pmoavUy indicted for orotherwise chn inady or civilly charged by o Federal. State or local
governmental entity with commission of any of the offenses enumerated in paragraph 9(b) of this
certification,, and
(d) has within athree-year period preceding this certification had one o,more Federal, Gtateo/loca|
government Public transactions banninn|edfor Cause nrdefault.
10. \(We).ceAify that {(Wo)`shall not knowingly enter into any transaction with any SU bcon tractor, material
supplier, orvendor who iudebarred, suspended, declared ineligible, orvoluntarily excluded from participation inthis
contract byany Federal Agency unless authorized bythe Department.
Where I am unable to declare or certify as to any of the statements contained in the above stated paragraphs
numbered (1)through (1O). | have Provided anexplanation inthe "ExoepUons'portion below urby attached separate
xheaL
result in denial of but will be considered inde�nn�iny
b`d�e/ ' and dates ofagency action.
Providing ' result hncriminal prosecution and/or administrative manuUonsj
\ declare `under penalty o[perjury that the foregoing istrue and onr/aoi
Cal"i
: (Seal)
FAILURE TO FULLY COMPLETE AND EXECUTE THIS DOCUMENT
MAY RESULT IN THE BID BEING DECLARED NONRESPONSIVE
575-060-13
RIGHT OF WAY
05101
Page 3 of 3
REQUIRED CONTRACT PROVISIONS
This certification applies to subcontractors, material suppliers, vendors and other lower tier participants.
- Appendix B of 49 CFR Part 29 –
Appendix B—Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion—Lower Tier Covered
Transactions
Instructions for Certification
By signing and submitting this proposal, the prospective lower tier participant is providing the certification set
out below.
2. The certification in this clause is a material representation of fact upon which reliance was placed when this
transaction was entered. If it is later determined that the prospective lower tier participant knowingly rendered an
erroneous certification, in addition to other remedies available to the Federal Government, the department or agency with
which this transaction originated may pursue available remedies, including suspension and/or debarment.
3. The prospective lower tier participant shall provide immediate written notice to the person to which this
proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous when
submitted or has become erroneous by reason of changed circumstances.
4. The terms "covered transaction," "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.
You may contact the person to whom this proposal is submitted for assistance in obtaining a copy of those regulations.
5. The prospective lower tier participant agrees by submitting this proposal that it shall not knowingly enter into
any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded
from participation in this covered transaction, unless authorized by the department or agency with which this transaction
originated.
6. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause
titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion --Lower Tier Covered
Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered
transactions.
7. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier
covered transaction that it is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction,
unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it
determines the eligibility of its principals. Each participant may, but is not required to, check the Nonprocurement List.
8. 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 a participant is not
required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.
9. Except for transactions authorized under paragraph 5 of these instructions, if a participant in a covered
transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or
voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal
Government, the department or agency with which this transaction originated may pursue available remedies, including
suspension and/or debarment.
Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion—Lower Tier Covered Transactions
(1) The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals
is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntary excluded from participation in
this transaction by any Federal department or agency.
(2) Where the prospective lower tier participant is unable to certify to any of the statements in this certification,
such prospective participant shall attach an explanation to this proposal.
EXHBIIT I - 55
_N't OF TUAI,STORIAWN
NOTIFICATION TO FDOT OF EEO OFFICER
Directions: Email the fully completed and signed form to peofo
Section 1: COMPANY IDENTIFICATION
state.fl
1, Contractor Name:
2, FEID No.:
3. 50--rn–e– Office Mailing Address: (street)
4, lionio Office Mailing Address; (cit)
..... .. . ...
5. Main Phone Number:
6. Fax Nunitio-r.:
T. What is being Initial EEO Officer Notice to FDOT
oinice ' Ch,
I New Parson Appointed Rim_ Changed N
--- Appointee
'Y �N
Changed? No
I[:] Yes [Vj
e s 0 Yes No
O� _
Section 2. EEO OFFICER IDENTIFICATION
8, Name of EEO Officer: first name, middle initial, last name)
10, Work Address of EEO Officer: (street)
12. EEO wicor Phone Number:
14. EEO Officer onmil address;
....... ..... .. - ---- - ---- -------- ........... ...... ..... . . . . ... .... . .
state, Zil
E-QUAI
act Data Chant)(
Yes —]/*,1-1\10-
9. CEO Officer's Working Title:
11. Work Address of EEO Officer: (city, state, zip)
Z
11 EEO Officer Fax Numbor;
Section 3: SIGNATURE OF CORPORATE OFFICIAL
As required in the Equal Employment Opportunity Special Provisions included in Federally Funded
Highway Construction Contracts and as required in the Equal Employment Opportunity
Requirements included in all State funded highway construction contracts, this official notice of EEO
Officer appointment (and/or update) is made to the Florida Department of Transportation and the
U.S. Federal Highway Administration (FHWA), I understand that additional Information regarding the
EEO Officer, the EEO Policy and other aspects of the construction contract compliance program may
be found in the EEO Construction Contract Compliance Workbook.
15. Appointing Official's Signallule:
I, cial's Name: (Printed) 18, Official's Tiflo: (printed)
(This Section For FDOT Use) Section 4: Processing of Notification
19. Processed by: (Fast and Las! Natm:)
DISTRiElt, M—: Cr= irai to
UPDA7
F. „CTiG !rt
EXI-IBIIT I- 50
275-021-13
EQUAL OPPORTUNITY
04/14
State of Florida Department of Transportation
EEO Officer Notification
This form is used by contractors to communicate the appointment of an EEO Officer and to provide
EEO Officer Contact data. The form is also used to update that information in the event of new
appointees, name changes or contact data changes.
Email the fully completed and signed form to: eeoforms(ccb7-dot.state .fl. us
An email acknowledging that the information has been processed will be issued to the sender.
General: Complete all boxes each time this form is submitted
Section 1: Proiect Identification
Box 1 Contractor Name — The name of the contractor.
Box 2 FEID No. — The contractor's Federal Identification Number
Box 3 - Home Office Mailing Address (Street) — The contractor's home office street
address; if the business' home office is outside of Florida, indicate the address of the Florida
Home Office.
Box 4- Home Office Mailing Address (City, State, Zip) — The contractor's home office city,
state and zip code; if the business' home office is outside of Florida, indicate the address of
the Florida Home Office,
Box 5 Main Phone No. — Area code and phone number contractor's main business phone
Box 6 Fax Number No. — Area code and phone number contractor's main fax
Box 7 What is Being Changed? — Mark `Yes' or 'No" to indicate if this is the company's
initial submission of EEO Officer information; If a new person has been appointed as EEO
Officer, If the appointee of record had a name change, and if the appointee's contact data is
being updated.
Section 2: EEO Officer Identification
Box 8 Name of EEO Officer— First name, middle initial and last name of EEO Officer
Box 9 EEO Officer's Working Title — Job title if the EEO Officer has other duties (e.g.
Treasurer, Manager of Contract Services, etc)
Box 10 Work Address of EEO Officer (Street) — Address of EEO Officer's office
Box 11 Work Address of EEO Officer (City, State, Zip) — Address of EEO Officer's office
Box 12 EEO Officer Phone Number —Area code and phone number for EEO Officer
Box 13 EEO Officer Fax Number — Area code and fax number for EEO Officer
Box 14 EEO Officer email address — EEO Officer Email address
Section 3: Signature of Corporate Official
Box 15 Appointing Official's Signature — Signature of Company Official responsible for
EEO Officer Appointment
Box 16 Date (Mo/Day/Year) — Date appointing official signs this Notification form
Box 17 Official's Name (printed) — Printed first name and last name of person signing Box
15
Box 18 Official's Title (printed) — Printed title of person signing Box 15 (e.g. President,
CEO, etc)
Section 4: Processing of Notification
This section is completed by FDOT
Box 19 Processed by — First and last name of person processing the Notification
Box 20 Date Processed — Date processing is completed
EXHBIIT I - 57 t
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 275-030-11
DBE BID PACKAGE INFORMATION EQUAL OPPORTUNITY O10117
Page 1 of 2
DBE Utilization
The Department began its DBE race neutral program January 1, 2000. Contract specific goals are not
placed on Federal/State contracts; however, the Department has an overall 10.65% DBE goal it must
achieve. In order to assist contractors in determining their DBE commitment level, the Department has
reviewed the estimates for this letting.
As you prepare your bid, please monitor potential or anticipated DBE utilization for contracts. When the
low bidder executes the contract with the Department, information will be requested of the contractor's
DBE participation for the project. While the utilization is not mandatory in order to be awarded the project,
continuing utilization of DBE firms on contracts supports the success of Florida's DBE Program, and
supports contractors' Equal Employment Opportunity and DBE Affirmative Action Programs.
Any project listed as 0% DBE availability does not mean that a DBE may not be used on that project. A
0% DBE availability may have been established due to any of the following reasons: limited identified
subcontracting opportunities, minimal contract days, and/or small contract dollar amount. Contractors are
encouraged to identify any opportunities to subcontract to DBE's.
Please contact the Equal Opportunity Office at (850) 414-4747 if you have any questions regarding this
information. Forms may be downloaded at: www.dot.state.fl.us/proceduraidocuments/.
DBE Reporting
If you are the prime contractor on a project, enter your DBE participation in the Equal Opportunity
Compliance system prior to the pre -construction or pre -work conference for all federal and state funded
projects. This will not become a mandatory part of the contract. It will assist the Department in tracking
and reporting planned or estimated DBE utilization. During the contract, the prime contractor is required
to report actual payments to DBE and MBE subcontractors through the web -based Equal Opportunity
Compliance (EOC) system.
All DBE payments must be reported whether or not you initially planned to utilize the company. In order
for our race neutral DBE Program to be successful, your cooperation is imperative. If you have any
questions, please contact EOOHelp@dot.state.fl.us.
Bid Opportunity List
The Federal DBE Program requires States to maintain a database of all firms that are participating or
attempting to participate on FDOT-assisted contracts. The list must include all firms that bid on prime
contracts or bid or quote subcontracts on FDOT-assisted projects, including both DBE's and non -DBEs.
Please complete the Bidders Opportunity List through the Equal Opportunity Compliance system within 3
business days of submission of the bid or proposal for ALL subcontractors or sub -consultants who quoted
to you for specific project for this letting. The web address to the Equal Opportunity Compliance system
is:
https://www3 dot state fl us/EgualOpportunityCompliance/Account aspx/Logln?ReturnUrl=%2fEgualOppor
tunityCompliance%2f .
EXHBIIT I - 58
'A
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 275-030-1 t
DBE BID PACKAGE INFORMATION EQUAL OPPORTUNITY OF 10117
Page 2 of 2
DBE/AA Plans
Contractors bidding on FDOT contracts are to have an approved DBE Affirmative Action Plan (FDOT
Form 275-030-11B) on file with the FDOT Equal Opportunity Office before execution of a contract.
DBE/AA Plans must be received with the contractors bid or received by the Equal Opportunity Office prior
to the award of the contract.
Plans are approved by the Equal Opportunity Office in accordance with Ch. 14-78, Florida Administrative
Code. Plans that do not meet these mandatory requirements may not be approved. Approvals are for a
(3) three year period and should be updated at anytime there is a change in the company's DBE Liaison
Officer and/or President. Contractors may evidence adoption of the DBE/AA Policy and Plan and/or a
change in the designated DBE Liaison officer as follows:
Print the first page of the document on company stationery ("letterhead") that indicates the
company's name, mailing address, phone number, etc.
Print the company's name in the "_" space; next to "Date" print the month/day/year the policy is
being signed; record the signature of the company's Chief Executive Officer, President or
Chairperson in the space next to "by" and print the full first and last name and position title of the
official signing the policy.
Print the DBE Liaison's full name, email address, business mailing address and phone number
the bottom of email.
E-mail the completed and signed DBE AA Plan to: eeoformsgdot.state.fl.us.
The Department will review the policy, update department records and issue a notification of approval or
disapproval; a copy of the submitted plan will not be returned to the contractor.
EXHBIIT I - 59
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