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Technical Specifications, Special Provisions and Supplemental Terms and Conditions HALDEMAN CREEK WEIR REPLACEMENT

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Technical Specifications, Special Provisions and Supplemental Terms and Conditions HALDEMAN CREEK WEIR REPLACEMENT Technical Specifications, Special Provisions and Supplemental Terms and Conditions For HALDEMAN CREEK WEIR REPLACEMENT Collier Co. Project No.: 60103 Collier Co. Work Order No.: 4500158645 Atkins Project No.: 100045545 Date: October 20, 2016 TABLE OF CONTENTS GENERAL TECHNICAL SPECIFICATIONS ..........................................................1 ADDITIONAL TECHNICAL SPECIFICATIONS ..................................................................... 2 SECTION 101 - MOBILIZATION ..............................................................................3 SECTION 110 - CLEARING AND GRUBBING ......................................................6 SECTION 120-SPECIAL – DITCH FINISH GRADING .........................................7 SECTION 400.1-SPECIAL – DEWATERING .........................................................8 SECTION 425 - INLETS, MANHOLES, AND JUNCTION BOXES .....................9 SECTION 515 – PEDESTRIAN/BICYLE RAILINGS, GUIDERAILS, AND HANDRAILS ...................................................................................................10 SECTION 570 - PERFORMANCE TURF .............................................................13 SECTION CF-SPECIAL – COCONUT FIBER EROSION CONTROL FABRIC ...........................................................................................................14 SECTION ELEC-SPECIAL – ELECTRICAL WORK ...........................................18 SECTION GATE-SPECIAL – HINGED CREST GATES ....................................24 SECTION GW-SPECIAL – GEOWEB STABILIZATION ....................................36 SECTION ME-SPECIAL – MODULAR ENCLOSURE ........................................47 SECTION SG-SPECIAL – STAFF GAUGES .......................................................54 SPECIAL PROVISIONS ........................................................................................................... 56 CONTROL OF THE WORK .....................................................................................57 CONTROL OF MATERIALS....................................................................................57 DISCHARGE TO OR WORK OR STRUCTURES IN NAVIGABLE WATERS OF THE U.S., WATERS OF THE U.S. AND WATERS OF THE STATE.............................................................................................................58 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC – PREFERENCE TO STATE RESIDENTS .................................................59 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC – E- VERIFY ...........................................................................................................59 LEGAL REQUIREMENTS AND RESPONSIBILITY TO THE PUBLIC – SCRUTINIZED COMPANIES. ....................................................................60 PROSECUTION AND PROGRESS .......................................................................60 LIMITATIONS OF OPERATIONS – FENCING ....................................................61 SUPPLEMENTAL TERMS AND CONDITIONS ................................................................... 62 CONTROL STRUCTURE (WEIR) BENCHMARKS .............................................63 FUEL & BITUMINOUS COST ADJUSTMENTS NOT PROVIDED ...................63 PROJECT INFORMATION SIGN ...........................................................................63 MAINTENANCE OF TRAFFIC ................................................................................63 APPENDICES............................................................................................................................. 64 APPENDIX A – GEOTECHNICAL REPORT ........................................................65 Haldeman Creek Weir Replacement Technical Specifications - October 20, 2016 GENERAL TECHNICAL SPECIFICATIONS INCLUSION OF FDOT STANDARD SPRCIFICATIONS Division I – General Requirements and Covenants, Division II - Construction Details and Division III - Materials, of the 2016 Edition of the Florida Department of Transportation (“FDOT”) Standard Specifications for Road and Bridge Construction, as amended, shall apply to and form a part of this Contract. Where a FDOT Section is cited that contains references to other Sections, they shall also be included as though written herein. Revisions, deletions, and/or additions to the FDOT Standard Specifications are contained in the Technical Specifications included in this document. Where a reference is made to “Department” or “Department’s Representative” in the FDOT Standard Specifications and Technical Specifications, it shall mean “Collier County” or “Collier County’s Representative”, as applicable. Where FDOT Standard specifications refer to the “Engineer”, “Engineer of Tests”, or “Division of Tests”, it shall be understood to mean the Engineer or the Collier County. Copies of the FDOT Specification Manual and Supplements can be obtained from: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION http://www.dot.state.fl.us/programmanagement/Implemented/SpecBooks/July2016/Files /716eBook.pdf Method of measurement and basis of payment for material and work performed in conformance with the FDOT Standard Specifications and Technical Specifications shall be as indicated in the BID SCHEDULE, included herein. The lump sum and/or unit cost bid shall be full compensation for labor, equipment, materials, and incidentals necessary to complete the Work in conformance with the Contract Documents. All Indexes are to be referenced from the FDOT FY 2016-17 Design Standards. Haldeman Creek Weir Replacement Technical Specifications - October 20, 2016 1 ADDITIONAL TECHNICAL SPECIFICATIONS Haldeman Creek Weir Replacement Technical Specifications - October 20, 2016 2 SECTION 101 - MOBILIZATION DESCRIPTION The work specified in this Section shall conform to the FDOT Specifications referenced below. FDOT Sections 101-1 thru 101-2 The contractor shall keep and maintain one (1) copy of all project plans, drawings, specifications, addenda, written amendments, change orders, work directive orders, supplemental agreements and other written interpretations and clarifications, and shall be annotated by the Contractor to show updated construction deviations as well as design changes authorized by the Engineer during construction. The price and payment for Mobilization includes the preparation of the project Stormwater Pollution Prevention Plan and the filing of a FDEP Notice of Intent (NOI) and FDEP Notice of Termination (NOT). The Notice of Intent shall be filed prior to the first payment application. The Notice of Termination shall be filed prior to the final payment. The price and payment for Mobilization includes preparing, filing and obtaining a FDOT General Use permit (under F.A.C. 14-20.010) to perform the channel reshaping activities within the FDOT right-of-way for US 41. The price and payment for Mobilization includes the costs associated with obtaining or modifying a SFWMD dewatering permit. The price and payment for Mobilization also includes the costs associated with procuring any permits for dewatering that are for additional dewatering activities which are not specified in the dewatering permit obtained from the South Florida Water Management District for this project. The price and payment for Mobilization includes all job site set up including signage and sanitary facilities. The price and payment for Mobilization includes all labor and materials necessary for demobilization. The price and payment for Mobilization includes As-built/record drawings. As- Built/Record Drawings are to be provided to the County’s Project Manager within ten (10) days of substantial project completion. One (1) copy in the following formats: PDF, AutoCAD and a hard copy. As-built/record drawings shall be in accordance with FDOT Construction project Administration Manual, chapter 5.12. When changes to the plans are required after contract award, all final drawings, specifications, plans, surveys, reports, computation books, or documents shall be issued by a responsible Florida Professional Engineer, Licensed Architect and/or Florida licensed Surveyor and must be signed, dated, and stamped with the engineer’s and/or Surveyor’s seal as applicable. The Professional Engineer and/or Licensed Surveyor may be part of the contractor’s staff or the Engineer of Record for the contract plans. The Haldeman Creek Weir Replacement Technical Specifications - October 20, 2016 3 Engineer of record must be notified of all revisions and/or modifications made to the contract documents. During the construction of a bridge or any structure, all foundation construction records such as structure subsurface elevations (footers, sheetpile, etc.), pile driving records, shaft tip elevations, and borings shall be included as part of the as-built documents. These records provide critical information necessary for future inspection, maintenance, emergency management, enhancement, reconstruction, and/or demolition of these structures. These records shall be delivered to the Owner’s representative at the completion of the project and prior to final payment to the contractor. The Contractor and his Florida Registered Professional Surveyor and Mapper (P.S.M.) are responsible for the Project’s As-Built/Record Drawings. Prior to construction commencement, the Contractor shall meet with the Design Professional and P.S.M. to determine the Project’s critical points to the final As- Builts. The Contractor shall also coordinate with the Design Professional and P.S.M. to facilitate measurement at those critical Project points. The Contractor’s Final
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