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Home My WebLink AboutGolden Shores Utility Underground Specs GOLDEN SHORES STREET LIGHTING PROJECT SPECIFICATIONS City of Sunny Isles Beach Invitation to Bid No. 20-09-01 Exhibit ‘A’ CTA Project No. 19-0035-001-01 TOC-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 TABLE OF CONTENTS GOLDEN SHORES STREET LIGHTING TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 01010 Summary of Work ...................................................................... 01010-1 to 01010-4 01015 City Furnished Equipment and Services ......................................... 01015-1 to 01015-1 01025 Measurement and Payment ............................................................. 01025-1 to 01025-4 01040 Coordination .................................................................................... 01040-1 to 01040-2 01050 Field Engineering............................................................................. 01050-1 to 01050-2 01090 Reference Standards ....................................................................... 01090-1 to 01090-2 01100 Special Project Procedures ............................................................. 01100-1 to 01100-3 01400 Testing and Quality Control ............................................................. 01400-1 to 01400-3 01530 Protection of Existing Facilities ........................................................ 01530-1 to 01530-4 01550 Site Access and Storage ................................................................. 01550-1 to 01550-3 01570 Maintenance of Traffic ..................................................................... 01570-1 to 01570-3 01600 Materials and Equipment ................................................................. 01600-1 to 01600-4 01700 Project Closeout .............................................................................. 01700-1 to 01700-2 DIVISION 2 - SITEWORK 02050 Demolition ....................................................................................... 02050-1 to 02050-3 02222 Excavation and Backfill for Utilities .................................................. 02222-1 to 02222-3 02710 Asphaltic Concrete Pavement.......................................................... 02710-1 to 02710-3 02780 Precast Concrete Pavers ................................................................. 02780-1 to 02710-5 DIVISION 3 – CONCRETE (NOT USED) DIVISION 4 - CONCRETE BLOCK MASONRY (NOT USED) DIVISION 5 - METALS (NOT USED) DIVISION 6 - ROUGH CARPENTRY (NOT USED) DIVISION 7 - THERMAL AND MOISTURE PROTECTION (NOT USED) DIVISION 8 - DOORS AND WINDOWS (NOT USED) DIVISION 9 - FINISHES (NOT USED) DIVISION 10 - SPECIALTIES (NOT USED) CTA Project No. 19-0035-001-01 TOC-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 DIVISION 11 - EQUIPMENT (NOT USED DIVISION 12 - FURNISHINGS (NOT USED) DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED) DIVISION 14 - CONVEYING SYSTEMS (NOT USED) DIVISION 15 - MECHANICAL (NOT USED) DIVISION 16 - ELECTRICAL (NOT USED) 16000 Electrical General Requirements ..................................................... 16000-1 to 16000-6 16050 Basic Electrical Materials and Methods ......................................... 16050-1 to 16050-15 16110 Raceways ........................................................................................ 16110-1 to 16110-9 16120 Conductors ...................................................................................... 16120-1 to 16120-4 16450 Grounding........................................................................................ 16450-1 to 16450-4 16500 Lighting ............................................................................................ 16500-1 to 16500-7 DIVISION 17 - INSTRUMENTATION (NOT USED) CTA Project No. 19-0035-001-01 01010-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01010 - SUMMARY OF WORK PART 1 - GENERAL 1.01 GENERAL A. The Work to be performed under this Contract shall consist of furnishing all equipment, materials, supplies, and manufactured articles and for furnishing all transportation and services, including fuel, power, water, and essential communications, and for the performance of all labor, work, or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The Work shall be complete, and all work, materials, and services not expressly shown or called for in the Contract Documents which may be necessary for the complete and proper construction of the Work in good faith shall be performed, furnished, and installed by the CONTRACTOR as though originally so specified or shown, at no increase in cost to the City of Sunny Isles Beach. B. Wherever the Contract Documents address a third party, i.e., subcontractor, manufacturer, etc., it is to be considered as the CONTRACTOR through the third party. C. Wherever a reference to number of days is noted, it shall be construed to mean calendar days. 1.02 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of the Contract is comprised of furnish and install approximately 131 light fixtures, approximately 24,400 LF of conduit, removal of existing light poles, related patch and repair work, and related service connections. B. The Work set forth within these bid documents includes the furnishing of all labor, materials, equipment, services and incidentals for the replacement of the existing water mains including all items listed above and all appurtenant work, complete, tested and ready for operation, including temporary utilities and facilities as required, all in conformance with the Contract Documents. C. The project area consists of the Golden Shores neighborhood bounded on the south by 185th Street, the North by 194 Terrace, the east by Atlantic Blvd, and the west by North Bay Rd. within the City of Sunny Isles Beach, Florida. 1.03 CONTRACT METHOD A. The Work hereunder will be constructed under a unit price contract. 1.04 SEQUENCE OF CONSTRUCTION A. Following receipt of Notice to Proceed with the work, the CONTRACTOR shall notify the ENGINEER and the CITY at least five days prior to start of construction to allow the CITY time to make arrangements for inspection of the work. B. Work under the Contract shall be scheduled and performed in such a manner as to result in the least possible disruption to the residents. Existing utility services shall be maintained throughout the construction. C. Critical events in the sequence of construction are sp ecified herein. The outline sequence of construction does not include all items necessary to complete the work, but is intended to identify the general sequence of critical events necessary to minimize disruption to the on-going station operation and to ensure compliance with discharge requirements. It shall be understood by the CONTRACTOR that the critical events identified are not all inclusive CTA Project No. 19-0035-001-01 01010-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 and that additional items of work not stated are required. The sequence of construction is a precedence requirement and does not attempt to schedule the CONTRACTOR's work. It is intended only to indicate which activities must precede other activities in order to minimize interference and disruptions. D. The existing facilities shall be maintained in an operable condition by the CONTRACTOR during construction (excluded from this requirement are all normal and emergency maintenance functions normally performed by the CITY with the CITY's staff or by Contract.) All work by the CONTRACTOR that disrupts the normal operations shall be shown on the Construction Schedule and specifically scheduled with the CITY. Schedule notification shall consist of a written notice defining the work to be accomplished, the function that will be interrupted, the duration of the interruption, and the mitigating effort to be performed by the CONTRACTOR to maintain the service continuously. The written notice shall be submitted to the ENGINEER 14 days in advance of the proposed work and the ENGINEER will respond to the CONTRACTOR in writing within 7 days of receipt of the notice regarding the acceptability of the proposed plan. E. In performing the work in the sequence described hereinafter, all requirements of the Contract Documents shall be strictly followed. F. The general sequence of construction for the Golden Shores Street Lighting shall be as follows, but a detailed Sequence of Construction shall be submitted by the CONTRACTOR and approved by the CITY and the ENGINEER before any work is started. The CITY/ENGINEER reserves the right to make changes to the sequence as necessary to facilitate the work or to minimize any conflict with operations and other contractors. Step 1 Mobilize for work. Set up storage, staging and parking areas. Obtain permits, develop and submit construction schedule, collect pre-construction video, and start shop drawing submittal. Step 2 Contractor to conduct site walk-through noting obstructions of work to City. Step 3 Contact utility location service and the CITY prior to commencing work. Have locates done for the work area specified in the Contract Documents. Step 4 Verify locations, elevations, location and all other existing conditions, etc., before ordering materials to complete the work in accordance with the Contract Documents. Use exploratory test pits and trenches as necessary to verify field conditions. Step 5 Upon approval of shop drawings, order all long lead items so that materials may be delivered in a timely fashion without delays to construction. Step 6 The CONTRACTOR shall establish and maintain a management of traffic plan for the duration of the project in accordance with City of Sunny Isles Beach requirements. Step 7 Install light poles and base . Location of poles on plans are general, exact location to be verified with City prior to installation. Step 8 Install conduit, pull-boxes, and surface mounted equipment. Step 9 Perform all patch and repair work. Step 10 Energize services and remove existing poles. Step 11 Miscellaneous work, site restoration, demobilization and related closeout activities shall be in accordance with Section 01700, "Project Closeout". CTA Project No. 19-0035-001-01 01010-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.05 ABANDONMENT AND SALVAGE OF EXISTING FACILITIES A. The scope of work requires the CONTRACTOR to interface with existing lighting which will be reconnected, abandoned or otherwise removed and/or relocated as part of the work. Prior to beginning any work, associated with existing facilities to be abandoned, salvaged, or otherwise remove d or relocated, the CONTRACTOR shall inform the ENGINEER of his intent so that all arrangements can be made with the CITY for disconnecting electrical service (where appropriate), or otherwise removing existing facilities from service to the extent possible. The CONTRACTOR shall not proceed without written authorization from the ENGINEER. 1.06 REHABILITATION A. Certain areas of existing structures, roadway, driveway, sidewalk, piping, conduits, swale, shrubs and the like will be affected by work necessary to complete modifications under this Contract. The CONTRACTOR shall be responsible to rehabilitate those areas affected by its construction activities. B. Disposal of Debris: All debris, materials, piping, and miscellaneous waste products from the work described in this section shall be removed from the project as soon as possible. They shall be disposed of in accordance with applicable federal, state, and local regulations. The CONTRACTOR is responsible for determining these regulations and shall bear all costs or retain any profit associated with disposal of these items. 1.07 CONTRACTOR USE OF PROJECT SITE A. The CONTRACTOR's use of the project site shall be limited to its construction operations, including on-site storage of materials, on-site fabrication facilities, and field offices, as noted on the Contract Drawings. 1.08 CITY USE OF THE PROJECT SITE A. The CITY may utilize all or part of the existing facilities during the entire period of construction for the conduct of the CITY's normal operat ions. The CONTRACTOR shall cooperate with the CITY to minimize interference with the CONTRACTOR's operations and to facilitate the CITY's operations. 1.09 COORDINATION WITH OTHER CONTRACTS - NOT USED. 1.10 PARTIAL UTILIZATION OF THE WORK BY CITY A. The CONTRACTOR is hereby advised that the CITY may accept the responsibility for the maintenance and protection of a specific portion of the project if utilized prior to completion. However, the CONTRACTOR shall retain full responsibility for satisfactory operati on of the total project. 1.11 PERMITS A. It shall be the CONTRACTOR's responsibility to secure all permits of every description required to initiate and complete the work under this contract, except permits obtained by the CITY. B. No separate or direct payment will be made to the CONTRACTOR for permits and inspection requirements, but all such costs shall be included in the applicable items in the Schedule of Prices. The CITY will furnish signed and sealed sets of Contract Documents for permit use as required. C. The CONTRACTOR shall furnish to the ENGINEER copies of all permits prior to commencement of work requiring permits. CTA Project No. 19-0035-001-01 01010-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.12 FIELD ENGINEERING A. The CONTRACTOR shall employ a Land Surveyor registered in the State of Florida and acceptable to the ENGINEER. The CONTRACTOR shall locate and protect survey control and reference points. B. Provide Field Engineering Services: Establish elevations, lines, and levels, utilizing recognized engineering survey practices. C. 1.13 DIMENSIONS AND LOCATIONS OF EXISTING STRUCTURES, PIPING AND UTILITIES A. Where the dimensions and locations of existing structures, piping and utilities are of critical importance in the installation or connection of new work, the CONTRACTOR shall verify such dimensions and locations in the field before the fabrication of any materials or equipment which is dependent on the correctness of such information. 1.14 CONSTRUCTION VIDEO A. The CONTRACTOR shall digitally record the entire project site including all concrete and asphalt pavements, curb and gutter, houses, landscaping, structures to be demolished. The recording shall be turned over to the ENGINEER prior to beginning construction activities. The recording shall be turned over electronically on DVD format only. The recording shall clearly identify existing site and structural conditions prior to construction. CONTRACTOR shall record all driveways and landscaping of residences adjacent to project site in sufficient detail to properly document pre -construction conditions. 1.15 GUARANTEE/WARRANTY A. The Contractor shall guarantee that all new equipment has the capacity specified and that it will operate without excess noise or vibration. B. Contractor shall furnish written warranties for the work covering all workmanship and materials for a minimum period of one year from the date of issuance of a Certificate of Occupancy (CO) by the Building Official (unless a longer period is specified elsewhere in the contract documents for specific equipment or systems). This shall in clude an agreement to repair or replace, at the Contractor’s expense, all defects that may appear in that time, which in the opinion of the Engineer, are due to defective workmanship or materials. All items not having a successful five -year operating history shall have the same guarantee as above but extended for five years less their successful operating period. C. All factory warranties shall have an effective date of one year from the date of substantial completion of the work, or when equipment is placed into service for beneficial use, whichever comes first. Copies of factory warranties for all equipment furnished shall be submitted as described above, with the written guarantee, and shall be included in operation and maintenance manuals. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) - END OF SECTION - CTA Project No. 19-0035-001-01 01015-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01015 - CITY FURNISHED EQUIPMENT AND SERVICES PART 1 - GENERAL 1.01 MATERIALS SUPPLIED BY THE CITY A. There will be NO owner furnished equipment for this project. 1.02 MATERIALS AND EQUIPMENT FURNISHED BY CONTRACTOR A. The Contractor will supply all materials for the project. B. All materials and equipment furnished by the Contractor for use in the work shall be new and of recent domestic manufacture and shall be the products of reliable manufacturers or suppliers who, unless otherwise specified, have been regularly engaged in the manufacture of such materials and equipment for at least five years. All components shall, wherever possible, be standard stock articles of well -known manufacturers. Where the Plans and Specifications designate the product of a particular manufacturer, the product specified has been found suitable for the intended use, but, unless otherwise provided, articles or products of similar characteristics may be offered for the approval of the Engineer. Complete descriptive data shall be furnished in quintuplicate regarding all articles furnished by the Contractor. The descriptive data shall consist of dimension drawings, catalog references, material lists and other information necessary to clearly identify and evaluate each article. When substitutions are permitted, the Contractor shall make all necessary changes in adjacent or connected structures and equipment at his expense. C. Where contemplated changes, substitutions or appurtenant work require engineering design in the opinion of the Engineer, the Contractor shall have such design services performed at his expense. Said engineering design services shall be of an extent satisfactory to the Engineer whose word shall be final and shall be p erformed by a Registered Professional Engineer licensed to practice in the State of Florida. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) - END OF SECTION - CTA Project No. 19-0035-001-01 01025-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01025 - MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 SCOPE A. A contract will be awarded for the total of Items 1 through 14, inclusive. It is intended that all work required to complete this Project will be included in the various bid items described below. Items 05 and 14 are project allowance applied to all bids. It is not mandatory to submit pricing for these items. Utilization and payment of these items is at the sole discretion of the City. The total base bid will include these items. B. The prices stated in the Bid include full compensation for overhead and profit, all costs and expenses for taxes, labor, equipment, furnishing and repairing small tools and ordinary equipment, patent fees and royalties, bond, insurance, lab or for handling materials during inspection, together with any and all other costs and expenses for performing and completing the work as shown on the Contract Drawings and specified herein. C. The prices stated in the Bid include full compensation for removal and disposal of waste, cleanup, and restoration of all improvements incidental to construction for which there are no other bid items; including but not limited to, sprinkler systems, drainage systems, guardrails, landscaping, fences, curbs and gutters, and all other work not included in other bid items. Payment for performing site restoration and clean-up to be included within unit price for relevant pay item including, but not limited to, pavement markings, painting, finish grading, driveways, sod, landscaping and any miscellaneous restoration work including all labor, materials and equipment. D. The CONTRACTOR's attention is called to the fact that the quotations for the various items of wo rk are intended to establish a total price for completing the work in its entirety. Should the CONTRACTOR determine that the Proposal or list of Bid Items has not established a price for some item of work; the CONTRACTOR shall include that work in some other applicable Bid Item, so that the Proposal for the project reflects the CONTRACTOR’s total price for completing the work in its entirety. 1.02 PAYMENT ITEMS The format for Payment Requests shall be as directed by the EN GINEER. This shall include the level of detail and grouping of pay items. A. Item No. 1 - Mobilization / General Conditions The work and incidental costs specified under Mobilization will be paid lump sum and include full compensation for furnishing all labor, tools, materials and equipment, including but not limited to site preparation, surveying both horizontal and vertical control for construction, surveyed construction as-builts, tree trimming, protection of existing utilities during construction, excavation, dewatering (if necessary), adherence to Trench Safety Act, demolition of existing piping and removal of said piping as shown on the drawings necessary for completion of the item. Includes but not limited to, bonds and insurance, those operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site and for the establishment of temporary offices, buildings, safety equipment and first aid supplies, sanitary and other facilities. Include any other preconstruction expense, including videography of pre-construction conditions, protection of existing trees with tree barricade, coordination with franchise utilities including holding CTA Project No. 19-0035-001-01 01025-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 of utility poles during construction, necessary for the start of the work, excluding the cost of construction materials. Payment of Mobilization costs exceeding 10% of the total Contract amount will be deferred to substantial completion. Quality Control is a requirement of all and therefore does not have a separate pay item, but is included within this pay item . Payment for performing site restoration and clean - up including, but not limited to pavement markings, painting, finish grading, driveways, sod, landscaping and any miscellaneous restoration work including all labor, materials and equipment required shall be considered as included. C. Item No. 2 - Maintenance of Traffic (M.O.T.) Payment for maintenance of traffic will be made in equal monthly draws dispensed over the duration of the contract totaling to the lump sum price named in the Bid Schedule. Refer to Maintenance of Traffic, Section 01570, and all other references to traffic control in this document and any regulatory requirements. Price shall include preparation and processing of Maintenance of Traffic Plans for permit approval by a Florida Licensed Professional Traffic Engineer. D. Item No. 3 – Remove Existing Light Pole Measurement and Payment shall be based upon each light pole removed and disposed of. Payment will be based upon disconnecting service, removing pole to minimum of 1’ below grade, and full and complete restoration to all disturbed areas. E. Item No. 4 – Sawcut & Remove 2’ Asphalt Strip Measurement and payment of removing existing pavement shall be based upon the linear footage of asphalt strip, assuming 2’ width, removed in accordance with the requirements of the Contract Documents. Payment for asphalt removal will be made at the unit price per LF. Price will constitute full compensation for remov e and disposal of material, restoration of pavement markings, saw cutting, and cleanup of the area disturbed. F. Item No. 5 – Service Connection Measurement and payment shall be made based upon each service connection provided for lighting circuits. Payment will be based upon connecting service, including coordination with FPL and related equipment and material not otherwise provided by FPL. This pay item is established as an allowance. This item may or may not be used either in part or in whole. Disbursement of fees is entirely at the discretion of the Engineer/City and must be ordered by the Engineer and approved by the CITY. G. Item No. 6 – Conduit Installed in Existing Pavement Measurement and payment of conduit installation shall be based upon the linear footage of conduit installed in accordance with the requirements of the Contract Documents. Payment for conduit installation will be made at the unit price per LF. Price will constitute full compensation for disposal of material, full and complete restoration, and cleanup of the area disturbed. H. Item No. 7 – Conduit Installed in Earth Measurement and payment of conduit installation shall be based upon the linear footage of conduit installed in accordance with the requirements of the Contract Documents. Payment for conduit installation will be made at the unit price per LF. Price will constitute full compensation for disposal of material, full and complete restoration, and cleanup of the area disturbed. CTA Project No. 19-0035-001-01 01025-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 I. Item No. 8 – #6 Wire Installed in Conduit Measurement and payment for #6 Wire shall be based upon the linear footage of conduit installed in accordance with the requirements of the Contract Documents. Payment for conduit installation will be made at the unit price per LF. Price will constitute f ull compensation for furnish and installation, and connections. J. Item No. 9 - #3 Wire Installed in Conduit Measurement and payment for #3 Wire shall be based upon the linear footage of conduit installed in accordance with the requirements of the Contract Documents. Payment for conduit installation will be made at the unit price per LF. Price will constitute f ull compensation for furnish and installation, and connections. K. Item No. 10 - Furnish and Install Light Fixture, Pole, and Pullbox Measurement and Payment shall be based upon each light pole, complete with fixture, pole box, and necessary appurtenances installed and accepted by City. Payment will be based upon a complete installation including wiring, grounding and connecting; however, foundation will be under separate pay item. L. Item No. 11 – Pre-cast Foundation Measurement and Payment shall be based upon each foundation installed. Payment will be based upon a complete installation however foundation will be paid congruent with the payment for the pole which it serves. M. Item No. 12 – Spread Footing Measurement and Payment shall be based upon each spread -footing installed. Payment will be based upon a complete installation however spread -footing will be paid congruent with the payment for the pole which it serves. Spread footings will only be utilized where necessary and only with prior approval from City. N. Item No. 13 – Temporary Asphalt Measurement and Payment for temporary asphalt surface will be based upon the total SY of asphalt patch provided. Payment will be based upon the number of square yards of asphalt patch provided and accepted by the ENGINEER, and as shown on the Plans. The price bid shall be full compensation for furnishing all materials, labor, and equipment required for a complete asphaltic concrete installation . Where necessary asphaltic concrete surface course for permanent paved driveway repairs (entire approach) will be paid for under this item. Replacement of permanent pavement markings and reflective pavement markers removed or obliterated by the CONTRACTOR’s operation, whether in the area of the new pavement or not , will be included under this pay item. The price bid shall be full compensation for furnishing all materials, labor, and equipment for a complete installation. O. Item No. 14 – Project Contingency This item accounts for all labor, materials, equipment and services necessary for modification or extra work required to complete the Project because of unforeseen conditions, unforeseen conflicts between existing elements of work and the proposed work; for minor changes required to resolve any unforeseen conditions, Revised Regulations, Technological and Products Development, Operational Changes, Schedule Requirements, Program Interface, Emergencies and Other Miscellaneous Costs; and for adjustments to estimated quantities installed; and associated time related to work. This CTA Project No. 19-0035-001-01 01025-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 item may or may not be used either in part or in whole. Disbursement of fees is entirely at the discretion of the Engineer/City and must be ordered by the Engineer and approved by the CITY. P Item No. 15 - TOTAL BASE BID AMOUNT, the sum of Item 1 through Item 14, which constitutes the complete costs for the project. This item may or may not be used either in part or in whole. Decision to exercise this alternative is at the discretion of the Engineer as approved by City. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) - END OF SECTION - CTA Project No. 19-0035-001-01 01040-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01040 - COORDINATION PART 1 - GENERAL 1.01 THE REQUIREMENT A. The Contractor shall allow the CITY or his agents, and other project Contractors or their agents, to enter upon the work for the purpose of constructing, operating, maintaining, removing, repairing, altering, or replacing such pipes, sewers, conduits, manholes, wires, poles, or other structures and appliances which may be required to be installed at or in the work. The CONTRACTOR shall cooperate with all af oresaid parties and shall allow reasonable provisions for the prosecutio n of any other work by the CITY, or others, to be done in connection with his work, or in connection with normal use of the facilities. B. The CONTRACTOR shall cooperate fully with the CITY, the ENGINEER, and all other Contractors employed on the work, to effect proper coordination and progress to complete the project on schedule and in proper sequence. Insofar as possible, decisions of all kinds required from the ENGINEER shall be anticipated by the CONTRACTOR to provide ample time for inspection, or the preparation of instructions. C. The CONTRACTOR shall assume full responsibility for the correlation of all parts of his work with that of other Contractors. Each CONTRACTOR'S superintendent shall correlate all work with other Contractors in the laying out of work. The CONTRACTOR shall lay out his own work in accordance with the Drawings, Specifications, and instructions of latest issue and with due regard to the work of other Contractors . 1.02 COORDINATION OF DRAWINGS AND SPECIFICATIONS A. Before starting any Work, CONTRACTOR shall review all Drawings and Specifications and immediately report to the ENGINEER, in writing, any errors, discrepancies, and/or omissions discovered. B. Where differences are discovered between Drawings and Specifications or within either document itself, CONTRACTOR shall notify ENGINEER and request interpretation or decision before proceeding with the Work. ENGINEER, on behalf of CITY, will have final decision regarding such item and manner in which the Work is to be installed and such decision will be final. Otherwise, CONTRACTOR shall include the item or arrangement of better quality, greater quantity, or higher cost in Bid Price. C. CONTRACTOR shall compare Drawings and verify dimensions, clearances and the like before laying out Work and will be held responsible for conflicts that might have been avoided by such verification. D. Drawings are diagrammatic and indicate general arrangement of systems and work included in the Contract. CONTRACTOR shall notify ENGINEER of discrepancies before proceeding. 1.03 COORDINATION OF UTILITY ADJUSTMENTS/INSTALLATIONS A. The CONTRACTOR shall be responsible for fully coordinating with utility companies/ agencies any work required in relation to the removal, relocation or other adjustment of utility services existing in the area of construction. Existing utilities and appurtenances shown on the Drawings were located from existing records but no guaranty is made that all existing facilities are shown or that those shown are entirely accurate. The Contractor shall be responsible for determining the exact location of all under ground utilities with the CTA Project No. 19-0035-001-01 01040-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 respective companies/agencies prior to the commencement of any subsurface work on the project. PART 2 - PRODUCTS - NOT USED PART 3 - EXECUTION - NOT USED - END OF SECTION - CTA Project No. 19-0035-001-01 01050-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01050 - FIELD ENGINEERING PART 1 - GENERAL 1.01 SCOPE A. CONTRACTOR shall provide field engineering services as necessary to perform and complete the Work of the Contract, as indicated on Drawings and specified in this Section. B. CONTRACTOR shall provide the services of a land surveyor to perform project related surveys. 1.02 QUALIFICATIONS OF SURVEYOR A. The land surveyor shall be a Professional Engineer or Registered Land Surveyor registered in the State of Florida. CONTRACTOR shall submit to ENGINEER the name, address and evidence of current registration of surveyor or professional engineer. 1.03 SURVEY REQUIREMENTS A. The scope of survey work shall include: 1. Protect and, if damaged or destroyed, properly replace survey reference points. 2. Establish project survey control points and set out lines and levels, locate and lay out all site improvements and other work. Including determining the limits of driveway/walkway/sod restoration on private property based upon grading provided within the right-of way. 3. Verify all lay out and record locations, with horizontal and vertical data, for Project Record Documents and submit documentation to verify accuracy of field survey work. 4. On completion of work, prepare a certified survey showing finished dimensions, locations, angles and elevations of construction, duly signed and sealed by the surveyor, certifying that elevations and locations of improvements are in conformance with Contract Documents. 5. During the construction process, maintain records of all dev iations from the Contract Documents and prepare As-built Drawings showing correctly and accurately all changes and deviations made during construction to reflect the work as it was actually constructed and subsequently surveyed. Also refer to Engineering As-built Requirements within General Notes and Specifications. 1.04 SURVEY REFERENCE POINTS A. Existing basic horizontal and vertical control points are designated on Drawings. All elevations are referred to NAVD 1988; Horizontal Control - NAD 83, Florida State Plane Coordinates. Establish all vertical and horizontal controls required for construction. B. Locate and protect control points prior to starting site work, and preserve permanent reference points during construction. 1. Make no changes or relocations of such points without prior written notice to and concurrence of ENGINEER. 2. Report to ENGINEER when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations. CTA Project No. 19-0035-001-01 01050-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3. Replace control points that may be lost or destroyed. Establish replacements based on original survey control. 4. ENGINEER will identify existing control points and property line corner stakes indicated on Drawings, as required. 1.05 PROJECT SURVEY REQUIREMENTS A. Establish a minimum of two permanent bench marks on the project site, all referenced to data established by survey control points. Record locations, with horizontal and vertical data, on Project Record Documents. B. Establish lines and levels, locate and lay out, by instrument and similar appropriate means. 1. Site improvements C. Verify layouts by same methods from time to time. 1.06 RECORDS A. Maintain a complete, accurate log of control and survey work as it progresses. B. On completion of major site improvements, prepare a certified survey showing finished dimensions, locations, angles and elevations of construction. C. On request of ENGINEER, submit documentation to verify accuracy of field survey work. D. Submit certificate, duly signed and sealed by the surveyor, certifying that elevations and locations of improvements are in conformance with Contract Documents. 1.07 PROJECT SIGNS A. Subject to compliance with local regulations and prior approval of CITY as to size, design, type and location, CONTRACTOR and Subcontractors may erect temporary signs for purposes of identification. Signs for maintenance and control of traffic may also be required and/or approved. B. Furnish, erect, and maintain such signs as may be required by Safety Regulations or as necessary to safeguard life and property. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) - END OF SECTION - CTA Project No. 19-0035-001-01 01090-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01090 - REFERENCE STANDARDS PART 1 - GENERAL 1.01 WORK INCLUDED A. Titles of Sections and Paragraphs: Captions accompanying specification sections and paragraphs are for convenience of reference only, and do not form a part of the Specifications. B. Applicable Publications: Whenever in these Specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specificat ions, standards, or requirements of the respective issuing agencies which have been published as of the date of the opening of bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements. C. Specialists, Assignments: In certain instances, Specification text requires (or implies) that specific work is to be assigned to specialists or expert entities, who must be engaged for the performance of that work. Such assignments shall be recognized as special requirements over which the CONTRACTOR has no choice or option. These requirements shall not be interpreted so as to conflict with the enforcement of building codes and similar regulations governing the Work; also they are not intended to interfere with local union jurisdiction settlements and similar conventions. Such assignments are intended to establish which party or entity involved in a specific unit of work is recognized as "expert" for the indicated construction processes or operations. Nevertheless, the final responsibility for fulfillment of the entire set of contract requirements remains with the CONTRACTOR. 1.02 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. Without limiting the generality of other requirements of the specifications, all work specified herein shall conform to or exceed the requirements of all applicable codes. B. References herein to "Building Code" or FBC shall mean the Florida Building Code. The latest edition of the code as approved and used by the local agency as of the date of the Notice to Proceed, as adopted by the agency having jurisdiction, shall apply to the Work herein, including all addenda, modifications, amendments, or other lawful changes thereto. C. In case of conflict between codes, reference standards, Drawings and the other Contract Documents, the most stringent requirements shall govern. All conflicts shall be brought to the attention of the ENGINEER for clarification and directions prior to ordering or providing any materials or labor. The CONTRACTOR shall follow the most stringent requirements. D. Applicable Standard Specifications: The CONTRACTOR shall construct the Work specified herein in accordance with the requirements of the Contract Documents and the referenced portions of those referenced codes, standards, and Specifications listed herein. CTA Project No. 19-0035-001-01 01090-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 E. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto. F. References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes and amendments thereto. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not used) - END OF SECTION- CTA Project No. 19-0035-001-01 01100-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01100 - SPECIAL PROJECT PROCEDURES PART 1 - GENERAL 1.01 EXISTING CONDITIONS A. This Project is in an area with existing improvements consisting of water, sanitary sewer, franchise utilities and storm drains. The Project is located within the City of Sunny Isles Beach, Florida. The work shall be conducted in a manner that will minimize restriction of access to public and private property and facilities, and minimize disruption of traffic. The CONTRACTOR shall exercise extreme care to prevent damage to and interference with existing improvements and to maintain the adjacent areas and travel routes safe for pedestrian and vehicular traffic at all times. 1.02 EXISTING IMPROVEMENTS/UTILITIES A. Existing improvements, including utilities, both surface and subsurface, shown on the Drawings were located from existing records. No guaranty is made that all improvements are shown or that those shown are entirely accurate. It is the CONTRACTOR’s responsibility to verify the locations, character and depths of all existing improvements prior to performing any Work. The City and ENGINEER will assume no liability for damages sustained or costs incurred because of the CONTRACTOR's operations in the vicinity of existing improvements. The CONTRACTOR hereby agrees that he shall have no claim for delay or for extra compensation and that he shall have no claims for relief from any obligation or responsibility under the Contract on account of any surface or subsurface improvements or utilities encountered. CONTRACTOR shall notify the ENGINEER of any deviation between existing conditions and the Drawings. The CONTRACTOR shall coordinate all utility related work, of whatever nature, with the utility company or companies whose services are impacted by the proposed construction or any element thereof. 1.03 LAND FOR FIELD OFFICES, STORAGE AND CONSTRUCTION PURPOSES A. CONTRACTOR shall obtain and pay all costs in connection with any additional work areas, storage sites, and access to the construction site or temporary right-of-way that may be required for proper completion of the work. B. Responsibility for safety and security of the storage site, including protection and safekeeping of equipment and materials at or near the construction site, shall be solely that of the CONTRACTOR and no claims shall be made against the City by reason of any act of an employee or trespasser. CONTRACTOR shall place no equipment or materials upon public or private property until permission has been received. Any agreement between CONTRACTOR and alternate entity for use of land shall be submitted to City for review and approval. C. Upon completion of the Contract, CONTRACTOR shall remove from the site and storage area all equipment, field offices, fencing, rubbish, etc., and leave the areas clean and restored to its original condition. CONTRACTOR shall fill, compact and resurface all holes or excavations made for fence installation, as directed by the ENGINEER. CTA Project No. 19-0035-001-01 01100-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.04 WATER POLLUTION PREVENTION AND EROSION CONTROL A. When required to dispose of water from dewatering and other operations, CONTRACTOR shall obtain and pay for all necessary permits, shall take all actions necessary to prevent contamination of or disturbance to the environment or natural habitat of the properties adjacent to the site, and shall comply with all permit requirements and restrictions as set by the regulatory agencies having jurisdiction. CONTRACTOR shall schedule and control operations so as to confine all runoff water from disturbed surfaces, water from dewatering operations and water in existing ditches that becomes contaminated with lime silt, muck and other deleterious matter from the construction operations. B. CONTRACTOR shall provide all temporary materials and operations necessary to attain the required pollution and erosion controls including, but not limited to, temporary seeding, filter blankets, chemicals, temporary dikes and ditches, silt screens, fiber mats, mulches, sod, bituminous spray and other erosion control devices. The pollution control procedures shall include control of lime suspended in water which may flow into canals and ditches and which may require the use of screens, filter blankets and coagulants within such ditches. CONTRACTOR shall maintain all pollution and erosion prevention p rocedures, materials, equipment and other related items in an approved condition until notified by the ENGINEER to discontinue such maintenance. C. Where necessary, CONTRACTOR shall channel runoff water from construction areas and all water from dewatering operations into temporary stilling basins. D. The CONTRACTOR shall furnish all labor and equipment and perform all work required for the prevention of environmental pollution during and as a result of the work under this contract. The CONTRACTOR shall be responsible for preparing and complying with the requirements of the National Pollution Prevention Discharge Elimination System (NPDES) and Storm Water Pollution Prevention Plan (SWPPP), including preparation of Storm Water Pollution Prevention Plan (SWPP P) and submittal of the Notice of Intent (NOI) prior to start of construction and submittal of Notice of Termination (NOT) after final project certification and approval. For the purpose of this contract environmental pollution is defined as the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life, affect other species of importance to man, or degrade the utility of the environment for aesthetic and recreational purposes. The control of environmental pollution requires consideration of air, water, land and involves noise, solid waste management and management of radiant energy and radioactive materials, as well as other pollutants. 1.05 COORDINATION WITH TRAFFIC CONTROL AGENCIES A. CONTRACTOR shall perform the construction work with minimum interruption of traffic movement on existing streets and roadways. In order to limit such interruption, CONTRACTOR shall coordinate the work with all agencies having jurisdiction and schedule the work so that interruptions are held to a minimum. B. In the work schedule submittals, CONTRACTOR shall provide documentation of the CONTRACTOR's coordination with such agencies and shall not deviate from the approved schedule without prior approval. CONTRACTOR shall provide proper maintenance and control of all traffic in the areas of construction during the course of construction and shall furnish and maintain all required traffic control signs and devices, barricades, safety cones, flashers, flambeaus and similar devices. CTA Project No. 19-0035-001-01 01100-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.06 PROGRESS SCHEDULE A. Immediately after award of Contract and prior to the pre-construction conference, CONTRACTOR shall submit to the CITY a construction progress schedule showing chronologically all operations contemplated and necessary for the successful completion of the work within the agreed contract time, phases and a schedule of shop drawings and submissions. The schedule shall include a detailed description of the proposed construction elements and procedures, indicating the proposed degree of coordination and compliance with the requirements of the traffic control agencies. The CITY reserves the right to make changes to the schedule and sequence as necessary to facilitate the work o r to minimize any conflict with traffic operations. B. Prior to commencement of construction, a pre-construction meeting will be held to review CONTRACTOR's construction progress schedule, proposed sequence of construction and schedule of values, to establish a working understanding between the parties as to the project and other pre-construction activities. At the pre-construction conference, the CONTRACTOR shall review the schedules with the City and Engineer. Thereafter, the CONTRACTOR shall add calendar dates and shall modify and/or correct the schedule until satisfactory to the City, at which time it will be approved for use by the CONTRACTOR for planning, organizing, and directing the work of the project. Additionally, prior to construction, a Public Information Meeting will be held at City Hall where the public will be invited to ask questions about the construction schedule and process. The CONTRACTOR will be required to present the Construction Schedule at this time. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) - END OF SECTION - CTA Project No. 19-0035-001-01 01400-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01400 - TESTING AND QUALITY CONTROL PART 1 - GENERAL 1.01 SAMPLING AND TESTING A. Unless otherwise specified, all sampling and testing shall be in accordance with the methods prescribed in the current standards of the ASTM, as applicable to the class and nature of the article or materials considered; however, the CITY reserves the right to use any generally-accepted system of sampling and testing which, in the opinion of the ENGINEER will insure the CITY that the quality of the workmanship is in full accord with the Contract Documents. B. Any waiver by the CITY of any specific testing or other quality assurance measures, whether or not such waiver is accompanied by a guarantee of substantial performance as a relief from the specified testing or other quality assurance requirements as originally specified, and whether or not such guarantee is accompanied by a performance bond to assure execution of any necessary corrective or remedial Work, shall not be construed as a waiver of any requirements of the Contract Documents. C. Notwithstanding the existence of such waiver, the ENGINEER reserves the right to make independent investigations and tests and failure of any portion of the Work to meet any of the requirements of the Contract Do cuments, shall be reasonable cause for the ENGINEER to require the removal or correction and reconstruction of any such work in accordance with the General Conditions. 1.02 SITE INVESTIGATION AND CONTROL A. The CONTRACTOR shall verify all dimensions in the field and shall check field conditions continuously during construction. The CONTRACTOR shall be solely responsible for any inaccuracies built into the Work due to its failure to comply with this requirement. B. The CONTRACTOR shall inspect related and appurtenant Work and shall report in writing to the ENGINEER any conditions which will prevent proper completion of the Work. Failure to report any such conditions shall constitute acceptance of all site conditions, and any required removal, repair, or rep lacement caused by unsuitable conditions shall be performed by the CONTRACTOR within the scope of the Project. 1.03 INSPECTION AND TESTING A. The CITY will employ and pay for the services of an independent testing laboratory (TESTING LAB) for specified testing as specified by the ENGINEER. The Testing Lab shall be designated by City from an approved vendors list. B. The work or actions of the testing laboratory shall in no way relieve the CONTRACTOR of his obligations under the Contract. The laboratory testing work will include such inspections and testing required by the Contract Documents, existing laws, codes, ordinances, etc. The testing laboratory will have no authority to change the requirements of the Contract Documents, nor perform, accept or ap prove any of the CONTRACTOR's Work. C. The CONTRACTOR shall coordinate directly with the TESTING LAB and ENGINEER allowing ample time and opportunity for inspection and testing materials and equipment to be used in the Work. The CONTRACTOR shall advise the ENGINEER promptly upon placing orders for materials and equipment so that arrangements may be made, if CTA Project No. 19-0035-001-01 01400-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 desired, for inspection before shipment from the place of manufacture. The CONTRACTOR shall at all times furnish the TESTING LAB, ENGINEER and his representatives, facilities including labor, and allow proper time for inspecting and testing materials, equipment, and workmanship. The CONTRACTOR must anticipate that possible delays may occur in the execution of its work due to the necessity of materials and equipment being inspected and accepted for use. The CONTRACTOR shall furnish, at his own expense, all samples of materials required by the TESTING LAB and ENGINEER for testing, and shall make his own arrangements for providing water, electric power, or fuel for the various inspections and tests of structures and equipment. D. The CONTRACTOR shall bear the cost of all tests, inspections, or investigations undertaken by the order of the ENGINEER for the purpose of determining conformance with the Contract Documents if such tests, inspections, or investigations are not specifically required by the Contract Documents, and if conformance is ascertained thereby. Whenever nonconformance is determined by the ENGINEER as a result of such tests, inspections, or investigations, the CONTRACTOR shall bear the full cost of any additional tests and investigations, which are ordered by the ENGINEER to ascertain subsequent conformance with the Contract Documents. 1.04 RIGHT OF REJECTION A. The ENGINEER, acting for the CITY, shall have the right, at all times and places, to reject any articles or materials to be furn ished hereunder which, in any respect, fail to meet the requirements of the Contract Documents, regardless of whether the defects in such articles or materials are detected at the point of manufacture or after completion of the Work at the site. If the ENGINEER or its representative, through an oversight or otherwise, has accepted materials or Work which is defective or which is contrary to the Contract Documents, such materials, no matter in what stage or condition of manufacture, delivery, or erection, ma y be subsequently rejected by the ENGINEER for the CITY. B. The CONTRACTOR shall promptly remove rejected articles or mater ials from the site of the Work after notification of rejection. All costs of removal and replacement of rejected articles or materials as specified herein shall be borne by the CONTRACTOR. 1.05 OTHER CONSTRUCTION CONSIDERATIONS A. Cutting and Patching: The CONTRACTOR shall perform all cutting and patching of the Work that may be required to make its several parts come together properly and fit it to receive or be received by such other work. The CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and shall only cut or alter work with the written consent of the ENGINEER and of the other contractors whose work will be affected. B. Sleeves and Openings: The CONTRACTOR shall provide all openings, chases, etc., to fit its own work and that of any other subcontractors and contractors. All such openings or chases shown on the Contract Drawings, or reasonably implied thereby, or as confirmed or modified by acceptable shop, setting or erecting drawings, shall be provided by the CONTRACTOR. C. Weather Conditions: Work that may be affected by inclement weather shall be suspended until proper conditions prevail. In the event of impending storms, the CONTRACTOR shall take necessary precautions to protect all work, materials and equipment from exposure. CTA Project No. 19-0035-001-01 01400-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 D. Fire Protection: The CONTRACTOR shall take all necessary precautions to prevent fires at or adjacent to the Work, including its own buildings and trailers. Adequate fire extinguisher and hose line stations shall be provided throughout the work area. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) - END OF SECTION - CTA Project No. 19-0035-001-01 01530-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01530 - PROTECTION OF EXISTING FACILITIES PART 1 - GENERAL 1.01 WORK INCLUDED A. The CONTRACTOR shall protect all existing utilities and improvements not designated for removal and shall restore damaged or temporarily relocated utilities and improvements to a condition equal to or better than they were prior to such damage or temporary relocation, all in accordance with requirements of the Contract Documents. B. The CONTRACTOR shall verify the exact locations and depths of all utilities shown and the CONTRACTOR shall make exploratory excavations of all utilities that may interfere with the Work. All such exploratory excavations shall be performed as soon as practicable after award of Contract and, in any event, a suffici ent time in advance of construction to avoid possible delays to the CONTRACTOR's Work. When such exploratory excavations show the utility location as shown to be in error, the CONTRACTOR shall so notify the ENGINEER. C. The number of exploratory excavation s required shall be that number which is sufficient to determine the alignment and grade of the utility. 1.02 RIGHTS-OF-WAY A. The CONTRACTOR shall not do any Work that would affect any oil, gas, sewer, or water pipeline; any telephone, telegraph, or electric transmission line; any fence; or any other structure, nor shall the CONTRACTOR enter upon the rights -of-way involved until notified by the ENGINEER that the CITY has secured authority therefor from the proper party. After authority has been obtained, the CONTRACTOR shall give said party due notice of its intention to begin Work, and shall give said party convenient access and every facility for removing, shoring, supporting, or otherwise protecting such pipeline, transmission line, ditch, fence, or structure, and for replacing same. When 2 or more contracts are being executed at one time on the same or adjacent land in such manner that Work on one contract may interfere with that on another, the CITY shall determine the sequence and order of the Work. When the territory of one contract is the necessary or convenient means of access for the execution of another contract, such privilege of access or any other reasonable privilege may be granted by the CITY to the CONTRACTOR so desiring, to the extent, amount, in the manner, and at the times permitted. No such decision as to the method or time of conducting the Work or the use of territory shall be made the basis of any claim for delay or damage. 1.03 PROTECTION OF STREET OR ROADWAY MARKERS A. The CONTRACTOR shall not destroy, remove, or otherwise disturb any existing survey markers or other existing street or roadway markers without proper authorization. No pavement breaking or excavation shall be started until all survey or other permanent marker points that will be disturbed by the construction operations have been properly referenced for easy and accurate restoration. It shall be the CONTRACTOR's responsibility to notify the proper representatives of the CITY of the time and location that Work will be done. Such notification shall be sufficiently in advance of construction so that there will be no delay due to waiting for survey points to be satisfactorily referenced for restoration. All survey markers or points disturbed by the CONTRACTOR CTA Project No. 19-0035-001-01 01530-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 without proper authorization by the ENGINEER, will be accurately restored by the CITY at the CONTRACTOR's expense after all pump station work has been completed. 1.04 RESTORATION OF PAVEMENT A. General: All paved areas including damaged during construction shall be re placed with similar materials and of equal thickness to match the existing adjacent undisturbed areas, except where specific resurfacing requirements have been called for in the Contract Documents or in the requirements of the agency issuing the permit. All temporary and permanent pavement shall conform to the requirements of the affected pavement owner. All pavements which are subject to partial removal shall be neatly saw cut in straight lines. B. Temporary Resurfacing: Wherever required by the public authorities having jurisdiction, the CONTRACTOR shall place temporary surfacing promptly after backfilling and shall maintain such surfacing for the period of time fixed by said authorities before proceeding with the final restoration of improvements. C. Permanent Resurfacing: In order to obtain a satisfactory junction with adjacent surfaces, the CONTRACTOR shall saw cut back and trim the edge so as to provide a clean, sound, vertical joint before permanent replacement of an excavated or damaged portion of pavement. Damaged edges of pavement along excavations and elsewhere shall be trimmed back by saw cutting in straight lines. All pavement restoration and other facilities restoration shall be constructed to finish grades compatible with adjacent undisturbed pavement. D. Restoration of Sidewalks or Private Driveways: Wherever sidewalks or private roads have been damaged during construction, the CONTRACTOR shall place suitable temporary sidewalks or roadways promptly after backfilling and shall maintain them in satisfactory condition for the period of time fixed by the authorities having jurisdiction over the affected portions before proceeding with the final restoration or, if no such period of times is so fixed, the CONTRACTOR shall maintain said temporary sidew alks or roadways until the final restoration thereof has been made. 1.05 EXISTING UTILITIES AND IMPROVEMENTS A. General: The CONTRACTOR shall protect all underground utilities and other improvements which may be impaired during construction operations. It shall be the CONTRACTOR's responsibility to ascertain the actual location of all existing utilities and other improvements that will be encountered in its construction operations, and to see that such utilities or other improvements are adequately protecte d from damage due to such operations. The CONTRACTOR shall take all possible precautions for the protection of unforeseen utility lines to provide for uninterrupted service and to provide such special protection as may be necessary. B. Utilities to be Moved: In case it shall be necessary to move the property of any public utility or franchise holder, such utility company or franchise holder will, upon request of the CONTRACTOR, be notified by the CITY to move such property within a specified reasonable time. When utility lines that are to be removed are encountered within the area of operations, the CONTRACTOR shall notify the ENGINEER a sufficient time in advance for the necessary measures to be taken to prevent interruption of service. C. Where the proper completion of the Work requires the temporary or permanent removal and/or relocation of an existing utility or other improvement which is shown, the CONTRACTOR shall remove and, without unnecessary delay, temporarily replace or CTA Project No. 19-0035-001-01 01530-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 relocate such utility or improvement in a manner satisfactory to the ENGINEER and the owner of the facility. In all cases of such temporary removal or relocation, restoration to former location shall be accomplished by the CONTRACTOR in a manner that will restore or replace the utility or improvement as nearly as possible to its former locations and to as good or better condition than found prior to removal. D. CITY's Right of Access: The right is reserved to the CITY and to the owners of public utilities and franchises to enter at any time upon any public street, alley, right-of-way, or easement for the purpose of making changes in their property made necessary by the Work of this Contract. E. Underground Utilities Shown or Indicated: Existing utility lines that are shown or the locations of which are made known to the CONTRACTOR prior to excavation and that are to be retained, and all utility lines that are constructed during excavation operations shall be protected from damage during excavation and backfilling and, if damaged, shal l be immediately repaired by the CONTRACTOR. F. Underground Utilities Not Shown or Indicated: In the event that the CONTRACTOR damages any existing utility lines that are not shown or the locations of which are not made known to the CONTRACTOR prior to excavation, a written report thereof shall be made immediately to the ENGINEER. If directed by the ENGINEER, repairs shall be made by the CONTRACTOR under the provisions for changes and extra Work contained the General Conditions. G. All costs of locating, repairing damage not due to failure of the CONTRACTOR to exercise reasonable care, and removing or relocating such utility facilities not shown in the Contract Documents with reasonable accuracy, and for equipment on the project which was actually working on that portion of the Work which was interrupted or idled by removal or relocation of such utility facilities, and which was necessarily idled during such Work will be paid for as extra Work in accordance with the provisions of the General Conditions. Compensation shall not include CONTRACTOR's costs for the coordination of his activities with the utility company affected. CONTRACTOR shall schedule his work in such a manner that he is not delayed by the utilities companies relocating or supporting their facilities. No compensation will be paid the CONTRACTOR for any loss of time or delay associated with CONTRACTOR scheduling. H. Approval of Repairs: All repairs to a damaged improvement are subject to inspection and approval by an authorized representative of the improvement owner before being concealed by backfill or other Work. I. Maintaining in Service: All power, telephone or other communication cable ducts, gas and water mains, irrigation lines, sewer lines, storm drain lines, poles, and overhead power and communication wires and cables encountered along the line of the Work shall remain continuously in service during all the operations under the Contract, unless other arrangements satisfactory to the ENGINEER are made with the owner of said pipelines, duct, main, irrigation line, sewer, storm drain, pole, or wire or cable. The CONTRACTOR shall be responsible for and shall repair all damage due to its operations, and the provisions of this Section shall not be abated even in the event such damage occurs after backfilling or is not discovered until after completion of the backfilling. CTA Project No. 19-0035-001-01 01530-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.06 TREES WITHIN STREET RIGHTS-OF-WAY AND PROJECT LIMITS A. General: The CONTRACTOR shall exercise all necessary precautions so as not to damage or destroy any trees or shrubs, including those lying within street rights-of-way and project limits, and shall not trim or remove any trees unless such trees have been approved for trimming or removal by the jurisdictional agency or CITY. All existing trees and shrubs which are damaged during construction shall be trimmed or replaced by the CONTRACTOR or a certified tree company under permit from the jurisdictional agency or CITY and to the satisfaction of said agency and/or the CITY. Tree trimming and replacement shall be accomplished in accordance with the following paragraphs. B. Trimming: Symmetry of the tree shall be preserved; no stubs or splits or torn branches left; clean cuts shall be made close to trunk or large branch. Spikes shall not be used for climbing live trees. All cuts over 1-1/2 inches in diameter shall be coated with an asphaltic emulsion material. C. Replacement: The CONTRACTOR shall immediately notify the jurisdictional agency and/or the CITY if any tree is damaged by the CONTRACTOR's operations. If, in the opinion of said agency or the CITY, the damage is such that replacement is necessary, the CONTRACTOR shall replace the tree at its own expense. The tree shall be of a like size and variety as the tree damaged, or, if of a smaller size, the CONTRACTOR shall pay to the CITY of said tree compensatory payment acceptable to the tree owner, subject to the approval of the jurisdictional agency or CITY. 1.07 NOTIFICATION BY THE CONTRACTOR A. Prior to any excavation in the vicinity of any existing underground facilit ies, including all water, sewer, storm drain, gas, or other pipelines; all buried electric power, communications, or television cables; all traffic signal and street lighting facilities; and all roadway and state highway rights-of-way the CONTRACTOR shall notify the respective authorities representing the owners or agencies responsible for such facilities not less than 3 days nor more than 7 days prior to excavation so that a representative of said owners or agencies can be present during such Work if they so desire. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) - END OF SECTION - CTA Project No. 19-0035-001-01 01550-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01550 - SITE ACCESS AND STORAGE PART 1 - GENERAL 1.01 HIGHWAY LIMITATIONS A. The CONTRACTOR shall make its own investigation of the condition of available public and private roads and of clearances, restrictions, bridge load limits, and other limitations affecting transportation and ingress and egress to the site of the Work. It shall be the CONTRACTOR's responsibility to construct and maintain any haul roads required for its construction operations. 1.02 TEMPORARY CROSSINGS A. General: Wherever necessary or required for the convenience of the public or individual residents at street or highway crossings, private driveways, or elsewhere, the CONTRACTOR shall provide suitable temporary bridges over unfilled excavations, except in such cases as the CONTRACTOR shall secure the written consent of the individuals or authorities concerned to omit such temporary bridges, which written consent shall be delivered to the ENGINEER prior to excavation. All such bridges shall be maintained in service un til access is provided across the backfilled excavation. Temporary bridges for street and highway crossing shall conform to the requirements of the authority having jurisdiction in each case, and the CONTRACTOR shall adopt designs furnished by said authority for such bridges, or shall submit designs to said authority for approval, as may be required. B. Street Use: Nothing herein shall be construed to entitle the CONTRACTOR to the exclusive use of any public street, alleyway, or parking area during the perf ormance of the Work hereunder, and it shall so conduct its operations as not to interfere unnecessarily with the authorized work of utility companies or other agencies in such streets, alleys, ways, or parking areas. No street shall be closed to the public without first obtaining permission of the ENGINEER and proper governmental authority. Where excavation is being performed in primary streets or highways, one lane in each direction shall be kept open to traffic at all times unless otherwise provided or sh own. Toe boards shall be provided to retain excavated material if required by the ENGINEER or the agency having jurisdiction over the street or highway. Fire hydrants on or adjacent to the Work shall be kept accessible to fire -fighting equipment at all times. Temporary provisions shall be made by the CONTRACTOR to assure the use of sidewalks and the proper functioning of all gutters, sewer inlets, and other drainage facilities. C. Traffic Control: For the protection of traffic in public or private streets a nd ways, the CONTRACTOR shall provide, place, and maintain all necessary barricades, traffic cones, warning signs, lights, and other safety devices in accordance with the requirements of the "Manual of Uniform Traffic Control Devices, Part VI - Traffic Controls for Street and Highway Construction and Maintenance Operations," published by U.S. Department of Transportation, Federal Highway Administration (ANSI D6.1). The CONTRACTOR shall take all necessary precautions for the protection of the Work and the safety of the public. All barricades and obstructions shall be illuminated at night, and all lights shall be kept burning from sunset until sunrise. The CONTRACTOR shall station such guards or flaggers and shall conform to such special safety regulations relating to traffic control as may be required by the public authorities within their respective jurisdictions. All signs, signals, and barricades shall conform to the CTA Project No. 19-0035-001-01 01550-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 requirements of Subpart G, Part 1926, of the OSHA Safety and Health Standards for Construction. D. Street Closure: If closure of any street is required during construction, a formal application for a street closure shall be made to the authority having jurisdiction at least 30 days prior to the required street closure in order to determine neces sary sign and detour requirements. 1.03 CONTRACTOR'S WORK AND STORAGE AREA A. If the CONTRACTOR requires a staging area, the CONTRACTOR s hall obtain such areas from off-site sources. The CONTRACTOR shall pay for any off site area it requires. B. Responsibility for protection and safekeeping of equipment and materials at or near the sites will be solely that of the CONTRACTOR and no claim shall be made against the CITY by reasons of any act of an employee or trespasser. C. Upon completion of the Contract, the CONTRACTOR shall remove from the storage areas all of their equipment, temporary fencing, surplus materials, rubbish, etc., and restore the areas. 1.04 STORED MATERIALS AND PAYMENT A. CONTRACTOR is required to carry insurance policies to cover all materials and equipment stored onsite or offsite. Coverage shall include physical loss or damage from transit, fire, lightning, extended coverage, theft, vandalism and malicious mischief, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils or causes of loss. B. Payment for materials or equipment stored onsite or offsite shall be permitted only with the satisfactory physical delivery being confirmed by the Engineer, materials and equipment are suitably stored in accordance with all manufacturer recommendations/requirements, and shall be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangeme nts to protect Owner’s interest. C. In the case of long lead items that need to be ordered and stored in advance of construction work beginning, the CONTRACTOR shall notify the ENGINEER in writing of the circumstances and provide a justification for storage and payment of equipment or materials outside the approved sequence of work. 1.05 TRAFFIC CONTROL A. The CONTRACTOR shall maintain traffic and protect the public from all damage to persons and property within the Contract Limits, in accordance with all applicable state, local, and city regulations. The CONTRACTOR shall conduct its operations so as to maintain and protect access, for vehicular and pedestrian traffic, to and from all properties and business establishments and joining or adjacent to those streets affected by its operations, and to subject the public to a minimum of delay and inconvenience. Suitable signs, barricades, railing, etc., shall be erected and the Work outlined by adequate lighting at night. Danger lights shall be provided as required. Watchmen and flagmen shall be provided as may be necessary for the protection of traffic. CTA Project No. 19-0035-001-01 01550-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 B. All dirt or debris spilled from the CONTRACTOR's trucks on existing pavements shall be removed by the CONTRACTOR immediately. 1.06 SECURITY A. The CONTRACTOR shall employ watchmen and security guards as necessary to protect the job site against vandalism, burglary, theft, trespassing, etc. The CONTRACTOR shall care for and protect against loss or damage of all material to be incorporated in the construction for the duration of the project and shall repair or replace damaged or lost materials and damage to structures. The CONTRACTOR shall be responsible for providing, maintaining and securing gates used for construction purposes for the duration of the project. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) - END OF SECTION - CTA Project No. 19-0035-001-01 01570-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01570 - MAINTENANCE OF TRAFFIC PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Provide all items necessary to protect, warn and/or maintain vehicular and pedestrian traffic during the course of construction. B. The CONTRACTOR shall arrange for the services of a Traffic Engineer/Consultant, registered as a Professional Engineer in the State of Florida or Certified by the State of Florida, to prepare detailed Maintenance of Traffic (MOT) Plans for permit approval by the City, the Florida Department of Transportation (FDOT), County Traffic Engineering Division, and other governmental agencies having jurisdiction prior to the start of construction activities. C. The Maintenance of Traffic Plan and all traffic warning and control devices shall conform to the applicable provisions of the latest editions of the national “Manual on Uniform Traffic Control Devices” (MUTCD), the 600 series of the Florida Department of Transportation’s “Roadway and Traffic Design Standards”, and County’s Minimum Standards Applicable to Public Rights of Way. D. There will be no separate payment for the fee for Engineering Services , if required. 1.02 TRAFFIC PLAN A. The CONTRACTOR shall submit the detailed MOT Plans to the ENGINEER, City, County, and FDOT, as applicable for review and permit approval, two weeks before the Pre-Construction Meeting. The detailed MOT Plans must identify at a minimum; each phase of the work, traffic flows during each phase, the proposed location of construction signs, channelizing devices, temporary paveme nt markings and symbols, lighting devices, barrier walls, modifications to traffic signals and all other required devices as applicable. No work within the public right-of-way shall commence until the detailed M.O.T. Plans have been approved in writing by all governmental agencies having jurisdiction. Upon the start of construction, the CONTRACTOR shall comply with all provisions of the detailed Maintenance of Traffic Plan s. In the event of non-compliance by the CONTRACTOR, the ENGINEER will have the authority to order the CONTRACTOR to cease construction operations without compensation of time or money until the violations have been corrected. B. The detailed Maintenance of Traffic Plan shall include provisions for pedestrian traffic as well as vehicular (including bus) traffic. C. The Maintenance of Traffic Plan shall show and describe proposed location and time durations of the following as applicable: 1. Public vehicular traffic routing. 2. Traffic blockage and lane closings anticipated due to constr uction operations. 3. Staging/storage areas and haulage routes. 4. Allowable on-street parking in vicinity of work site. 5. Access to buildings adjacent to work site. 6. Driveways which will be blocked by construction operations. CTA Project No. 19-0035-001-01 01570-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 7. Temporary commercial and industrial loading and unloading zones. 8. Temporary traffic control and channelizing devices and markings. 9. Individual street closings with locations and time durations. 10. Detour facilities. PART 2 - PRODUCTS 2.01 TRAFFIC CONTROL AND CHANNELIZING DEVICES A. Provide devices complying with the standards referenced in 1.01 C above as applicable. PART 3 - EXECUTION 3.01 MAINTENANCE OF TRAFFIC A. The CONTRACTOR, at all times, shall conduct the work in such a manner as to insure the least obstruction to traffic as is practical. The safety and convenience of the general public and of the businesses adjacent to the work shall be provided for in a satisfactory manner, as determined by the ENGINEER, the City, the County, and FDOT. B. Sidewalks, gutters, drains, fire hydrants and private drives shall, insofar as practical, be kept in good condition for their intended uses. Fire hydrants on or adjacent to the work shall be kept accessible to fire apparatus at all times, and no material or obstruction shall be placed within ten (10) feet of any such hydrant. C. Construction materials temporarily stored within the road right -of-way shall be placed so as to cause as little obstruction to the general public as is reasonably possible. D. Streets shall not be closed, except in accordance with the approved MOT Plans, and whenever the street is not closed, the work must be conducted with the provision for a safe passageway for vehicular and pedestrian traffic at all times. The CONTRACTOR shall make all necessary arrangement s with the City, the ENGINEER, County, and FDOT concerning maintenance of traffic and selection of detours required. E. All existing regulatory and information signs and traffic signals shall be maintained by the CONTRACTOR for as long as deemed necessary by the CONSULTANT. If any signs or signals are damaged or lost during the construction period, such signs and signals shall be repaired or replaced by the CONTRACTOR at CONTRACTOR’s expense. 3.02 DIVERSION/DETOURING OF TRAFFIC A. When permission has been granted to close an existing roadway, the CONTRACTOR shall furnish and erect signs, channelizing devices, lights, flags and other protective devices, which shall conform to the requirements of Par. 1.01 C, and be subject to the approval of the City, the ENGINEER, County, and FDOT. The CONTRACTOR shall furnish and maintain proper protective devices at such locations for the entire time of closure as the CONSULTANT may direct. B. The CONTRACTOR shall furnish a sufficient number of protective devices to prote ct and divert the vehicular and pedestrian traffic from working areas closed to traffic, or to protect any new work. Failure to comply with this requirement will result in the City and/or ENGINEER shutting down the work, until the CONTRACTOR provides the necessary protection. C. Any time traffic is diverted for a period of time that will exceed one work day temporary pavement markings will be required. Existing pavement markings that conflict with the CTA Project No. 19-0035-001-01 01570-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 new work zone traffic pattern must be obliterated. Pa inting over existing pavement markings (black out) is not permitted. D. The CONTRACTOR may be required to reposition existing traffic signal heads in order to maintain traffic flows at diverted intersections. If this should be necessary, the CONTRACTOR must submit a plan for approval showing the course of work, and the planned repositioning. Plan must be approved prior to implementation. No separate payment for repositioning the existing traffic signal heads will be made. - END OF SECTION - CTA Project No. 19-0035-001-01 01600-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01600 - MATERIALS AND EQUIPMENT PART 1 - GENERAL 1.01 GENERAL A. The word "Products," as used herein, is defined to include purchased items for incorporation into the Work, regardless of whether specifically purchased for project or taken from CONTRACTOR's stock of previously purchased products. The word "Materials," is defined as products which must be substantially cut, shaped, worked, mixed, finished, refined, or otherwise fabricated, processed, installed, or applied to form units of Work. The word "Equipment" is defined as products with operational parts, regardless of whether motorized or manually operated, and particularly including products with service connections (wiring, piping, and other like items). Definitions in this paragraph are not intended to negate the meaning of other terms used in Contract Documents, including "specialties," "systems," "structure," "finishes," "accessories," "furnishings," special construction," and similar terms, which are self -explanatory and have recognized meanings in the construction industry. 1.02 QUALITY ASSURANCE A. Source Limitations: To the greatest extent possible for each unit of Work, the CONTRACTOR shall provide products, materials, or equipment of a singular generic kind from a single source. B. Compatibility of Options: Where more than one choice is available as options for CONTRACTOR's selection of a product, material, or equipment, the CONTRACTOR shall select an option which is compatible with other products, materials, or equipment already selected. Compatibility is a basic general requirement of product/material selections. 1.03 DESIGN A. Equipment and appurtenances shall be designed in conformity with the ASME, AIEE, NEMA and other generally accepted applicable standards and shall be rug ged construction and of sufficient strength to withstand all stresses which may occur during fabrication, testing, transportation, installation and all conditions of operation. All bearings and moving parts shall be adequately protected by bushings or othe r acceptable means against wear, and provision shall be made for adequate lubrication by readily accessible devices. Details shall be designed for appearance as well as utility. Protruding members, joints, corners, gear covers, etc., shall be finished in a ppearance. B. All corners of structural shapes shall be rounded or chamfered. 1.04 PRODUCT DELIVERY-STORAGE-HANDLING A. The CONTRACTOR shall deliver, handle, and store products in accordance with supplier's written recommendations and by methods and means which will prevent damage, deterioration, and loss including theft. Delivery schedules shall be controlled to minimize long-term storage of products at site and overcrowding of construction spaces. In particular, the CONTRACTOR shall provide delivery/insta llation coordination to ensure minimum holding or storage times for products recognized to be flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other sources of loss. CTA Project No. 19-0035-001-01 01600-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.05 TRANSPORTATION AND HANDLING A. Products shall be transported by methods to avoid product damage and shall be delivered in undamaged condition in supplier's unopened containers or packaging, dry. B. The CONTRACTOR shall provide equipment and personnel to handle products, materials, and equipment including those provided by CITY, by methods to prevent soiling and damage. C. The CONTRACTOR shall provide additional protection during handling to prevent marring and otherwise damaging products, packaging, and surrounding surfaces. 1.06 STORAGE AND PROTECTION A. Products shall be stored in accordance with supplier's written instructions, with seals and labels intact and legible. Sensitive products shall be stored in weather-tight enclosures and temperature and humidity ranges shall be maintained within tolerances required by supplier's written instructions. B. For exterior storage of fabricated products, they shall be placed on sloped supports above ground. Products subject to deterioration shall be covered with impervious sheet covering; ventilation shall be provided to avoid condensation. C. Loose granular materials shall be stored on solid surfaces in a well-drained area and shall be prevented from mixing with foreign matter. D. Storage shall be arranged to provide access for inspection. The CONTRACTOR shall periodically inspect to assure products are undamaged and are maintained under required conditions. E. Storage shall be arranged in a manner to provide access for maintenance of stored items and for inspection. 1.07 STORED MATERIALS AND PAYMENT A. CONTRACTOR is required to carry insurance policies to cover all materials and equipment stored onsite or offsite. Coverage shall include physical loss or damage from transit, fire, lightning, extended coverage, theft, vandalism and malicious mischief, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils or causes of loss. B. Payment for materials or equipment stored onsite or offsite shall be permitted only with the satisfactory physical de livery being confirmed by the Engineer, materials and equipment are suitably stored in accordance with all manufacturer recommendations/requirements, and shall be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has rece ived the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangeme nts to protect Owner’s interest. C. In the case of long lead items that need to be order ed and stored in advance of construction work beginning, the CONTRACTOR shall notify the ENGINEER in writing of the circumstances and provide a justification for storage and payment of equipment or materials outside the approved sequence of work. 1.08 MAINTENANCE OF STORAGE A. Stored products shall be inspected on a regularly scheduled basis. The CONTRACTOR shall follow all required/recommended storage requirements such as environmental controls (air conditioning), periodic rotation of moving parts, lubric ation, etc. The CTA Project No. 19-0035-001-01 01600-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 CONTRACTOR shall maintain a log of inspections and shall make said log available to the ENGINEER on request. B. The CONTRACTOR shall verify that storage facilities comply with supplier's product storage requirements. C. The CONTRACTOR shall verify that supplier/manufacturer required environmental conditions are maintained continually. D. The CONTRACTOR shall verify that surfaces of products exposed to the elements are not adversely affected and that any weathering of finishes is accep table under requirements of Contract Documents. 1.09 MAINTENANCE OF EQUIPMENT STORAGE A. For mechanical and electrical equipment in long -term storage, the CONTRACTOR shall provide a copy of the supplier's service instructions to accompany each item, with n otice on enclosed instruction shown on exterior of package. B. Equipment shall be serviced on a regularly scheduled basis, and a log of services shall be maintained and submitted as a record document to the ENGINEER. 1.10 LUBRICANTS A. During testing and prior to acceptance, the CONTRACTOR shall furnish all lubricants necessary for the proper lubrication of all equipment furnished under this Contract. 1.11 SPECIAL TOOLS A. For each type of equipment furnished by him, the CONTRACTOR shall provide a complete set of all special tools (including calibration and test equipment) which may be necessary for the adjustment, operation, maintenance and disassembly of such equipment. B. Special tools shall be delivered at the same time as the equipment to which they per tain. The CONTRACTOR shall properly store and safeguard such special tools until completion of the Work, at which time they shall be delivered to the CITY. 1.12 PROTECTION AGAINST ELECTROLYSIS A. Where dissimilar metals are used in conjunction with each other, suitable insulation shall be provided between adjoining surfaces so as to eliminate direct contact and any resultant electrolysis. The insulation shall be bituminous impregnated felt, heavy bituminous coatings, nonmetallic separators or washers, or ot her acceptable materials. 1.13 FASTENERS A. All necessary bolts, anchor bolts, nuts, washers, plates and bolt sleeves shall be furnished by the CONTRACTOR in accordance herewith. Bolts shall have suitable washers and, where so required, their nuts shall be hexagonal. B. All bolts, anchor bolts, nuts, washers, plates, and bolt sleeves shall be Type 316 stainless steel unless otherwise specifically indicated or specified. C. Unless otherwise specified, stud, tap, and machine bolts shall be of the best quality refined bar iron. Hexagonal nuts of the same quality of metal as the bolts shall be used. CTA Project No. 19-0035-001-01 01600-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.14 SALVAGED AND EXCAVATED MATERIALS A. In the absence of special provisions in other Sections of the Specifications, salvage materials, equipment or supplies that occur are the property of the CITY and shall be cleaned and stored as directed by the ENGINEER. B. All excavated materials needed for backfilling operation shall be stored on site. Where additional area is needed for stockpiling, it shall be obtained by the CONTRACTOR. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) - END OF SECTION - CTA Project No. 19-0035-001-01 01700-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 01700 - PROJECT CLOSEOUT PART 1 - GENERAL 1.01 SCOPE OF WORK A. The Work of Project Closeout consists of completion of project requirements that must be fulfilled near the end of the Contract Time in preparation for final acceptance and occupancy of the project by the CITY as well as final payment to the CONTRACTOR and normal termination of the Contract. 1.02 SUBSTANTIAL COMPLETION A. When CONTRACTOR determines that the Work is substantially complete, he shall submit to ENGINEER a written notice that the Work or designated portion thereof, is substantially complete. The notice shall be accompanied by a report of the results of inspection, testing and adjustments of the completed systems, a list of items to be completed or corrected, the required record closeout documents and all special tools, spare parts, extra stock, maintenance materials, keys and similar operational items, as applicable. B. ENGINEER will review the documents submitted and, accompanied by the CONTRACTOR, will conduct a construction review to determine the status of completion. If incomplete, the CONTRACTOR shall remedy the deficiencies encountered and the ENGINEER will again review the Work. C. The process will be repeated until ENGINEER determines that the Work is substantially complete, at which time he will issue to CONTRACTOR, with copy to CITY, a Certificate of Substantial Completion along with a punchlist of items to be completed or corrected. If, upon Substantial Completion the CITY occupies the Work, the CITY will allow CONTRACTOR reasonable access to complete or correct punchlist items and other related Work. D. In the event such occupancy by the CITY is planned, the Certificate of Substantial Completion shall include a written recommendation as to the division of responsibilities and liabilities pending final acceptance between CITY and CONTRACTOR with respect to security, operation, safety, maintenance, utilities, insurance, warranties and guarantees for their written acceptance. However, no occupancy or separate operation of part of the Work will be accomplished prior to compliance with Contract requirements in respect of property insurance. No such use or occupancy shall commence before the insurers have acknowledged notice thereof and in writing effected the changes in coverage necessitated thereby by endorsement on the property insurance policy or policies. Such policy or policies shall not be cancelled or lapse on account of any such partial use or occupancy. 1.03 FINAL CONSTRUCTION REVIEW A. When Work is complete, including the punchlist items, CONTRACTOR shall notify ENGINEER in writing that the Work is completed and ready for final construction review. ENGINEER, accompanied by the CONTRACTOR, will make a final construction review to verify status of completion with reasonable promptness and when satisfied that the Work is acceptable under the Contract Documents, he will so advise CITY and CONTRACTOR. B. If, during construction operations or during construction reviews for substantial or final completion, the ENGINEER should fail to reject defective Work or materials, such failure to reject shall in no way prevent his later rejection when such defect is discovered, or obligate CTA Project No. 19-0035-001-01 01700-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 CITY to final acceptance. CONTRACTOR shall make no claim for losses suffered due to any necessary removals or repairs of such defects. 1.04 CONTRACTOR'S CLOSEOUT SUBMITTALS A. Upon receipt of notice of acceptability from ENGINEER, CONTRACTOR shall assemble, for submittal along with the Final Application for Payment, evidence of compliance with requirements of governing authorities and Contract Documents, as follows: 1. Project Record Documents including As-built Drawings and Specifications, Addenda, Construction Schedule, Change Orders and other modifications of the Contract, Approved Shop Drawings, Product Data and Samples, and Field Test records. 2. Operating and Maintenance Instructions: Submit instructions and/or manuals for operating equipment and systems as prepared in accordance with the requirements of the applicable equipment specifications sections. 3. Warranties and Bonds: As applicable and in accordance with the requirements of the individual sections of the specifications. 4. Evidence of payment to subcontractors, testing laboratories, material men and equipment suppliers and releases of liens therefrom. B. During the construction process, CONTRACTOR shall maintain records of all deviations from the Plans and Specifications and prepare therefrom Record Drawings showing correctly and accurately all changes and deviations made during construction to reflect the Work as it was actually constructed. The record drawings shall identify all underground piping and ductwork with elevations and dimensions and locations of valves, pull boxes, etc., changes in location, horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements, actual installed pipe material, class, etc. CONTRACTOR shall prepare these drawings to conform to recognized standards of drafting, to be neat, legible and on standard size project plan sheets. As a prerequisite for monthly progress payments, CONTRACTOR shall submit, simultaneously with the progress payment request, a copy of the currently updated Record Drawings for review by the ENGINEER. Final payment to the CONTRACTOR will not be made until the completed set of record drawings, signed and sealed by a professional engineer or land surveyor registered in the State of Florida and approved by the ENGINEER as to form and accuracy has been delivered to the CITY. 1.05 FINAL ADJUSTMENTS OF ACCOUNTS A. CONTRACTOR shall submit a final statement of accounting along with the Final Application for Payment to ENGINEER, reflecting all adjustments to Contract Sum and the ENGINEER, upon verifying the claim, will submit the approved document to CITY for payment. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) - END OF SECTION - CTA Project No. 19-0035-001-01 02050-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 02050 - DEMOLITION PART 1 - GENERAL 1.01 THE REQUIREMENT A. The CONTRACTOR shall remove and dispose of or salvage any existing structure, piping, conduits, electrical equipment, mechanical equipment, or appurtenances or portions thereof, as shown on the Drawings or required to complete the project. B. All materials designated for disposal shall, when released by the ENGINEER, become the CONTRACTOR's property and shall be removed from the site to the CONTRACTOR's own place of disposal. 1.02 RELATED WORK SPECIFIED ELSEWHERE (Not Used) 1.03 SUBMITTALS A. The CONTRACTOR shall submit for review, in accordance with Section 01300, "Submittals" the proposed methods, equipment and operation sequence. Include coordination for shut-off, temporary services, continuation of service and other applicable items to ensure no interruption of operations except as hereinbefore specified. 1.04 JOB CONDITIONS A. Protection: The CONTRACTOR shall execute the demolition and removal work to prevent damage or injury to structures, occupants thereof and adjacent features which might result from falling debris or other causes, and so as not to interfere with the use, and free and safe passage to and from adjacent structures. B. Closing or obstructing of roadways adjacent to the work by the placement or storage of materials will not be permitted. All operations shall be conducted with a minimum interference to traffic on these ways. C. The CONTRACTOR shall repair damage done to facilities to remain, or to any property belonging to the CITY. D. Scheduling: The CONTRACTOR shall carry out his operations so as to avoid interference with operations and work in the existing facilities. E. Notification: At least 48 hours prior to commenceme nt of a demolition or removal, the CONTRACTOR shall notify the ENGINEER in writing of his proposed schedule therefor. No removals shall be started until it is acceptable to the ENGINEER. 1.05 DUST CONTROL A. The CONTRACTOR shall use temporary enclosures and other suitable methods to limit the amount of dust and dirt rising and scattering in the air to the lowest practical level. Existing electrical and mechanical equipment to remain shall be protected from damage, dust, and debris. CTA Project No. 19-0035-001-01 02050-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.01 GENERAL A. Prior to commencing work, the CONTRACTOR shall check all underground and exposed existing utility in any way associated or in the proximity to the items to be removed and shall verify that the piping is inactive (abandoned) and that electric power to equipment, lighting, controls, etc., has been permanently disconnected. Active services shall be brought to the attention of the CITY for proper action. B. The CONTRACTOR shall remove all equipment and accessories in a workmanlike manner and shall take all necessary precautions to avoid damaging existing equipment, piping, and structure which are to be retained. Damages shall be repaired or replaced at the expense of the CONTRACTOR. C. The CONTRACTOR shall proceed with the removal of the structures, equipment, piping, and appurtenances in a sequence designed to maintain continuous operation. 3.02 UNAUTHORIZED REMOVAL A. Any equipment, piping and appurtenances removed without proper authorization, shal l be replaced to the satisfaction of the CITY at no cost to the CITY. 3.03 SALVAGED ITEMS A. Items noted on the Drawings to be salvaged shall remain the property of the CITY. Valves shall be salvaged when located on pipelines shown to be demolished. The CONTRACTOR shall carefully move salvaged equipment to a CITY designated off -site location. 3.04 DEMOLITION A. All materials and equipment shown on the Drawings to be removed or demolished shall become the property of the CONTRACTOR, with exception of items noted on Drawings to be salvaged or items tagged on site by CITY personnel. The CONTRACTOR shall dispose of all demolition materials, equipment, debris and all other items off the project site and in conformance with all existing applicable laws and regulat ions. 3.05 STRUCTURAL REMOVALS A. The CONTRACTOR shall remove structures to the lines and grades shown, unless otherwise indicated by the ENGINEER. B. All wood, concrete, brick, tile, concrete block, roofing materials, reinforcement, structural or miscellaneous metals, plaster, wire mesh and other items contained in or upon the structure shall be removed and taken from the project site. These items shall not be used in backfill. C. Finishes: After removal of parts or all of masonry walls, slabs and like wor k, which tie into new work or existing work, the point of junction shall be neatly repaired so as to leave only finished edges and surface exposed. 3.06 MECHANICAL REMOVALS (Not Used) CTA Project No. 19-0035-001-01 02050-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3.07 ELECTRICAL REMOVALS (Not Used) 3.08 REPAIR WORK A. Surfaces of walls, or floors, which are exposed by any of the removals specified herein, and which have holes, scars, chipped or other damaged surfaces revealed by the removal, shall be repaired by the CONTRACTOR as specified in Division 3. 3.09 CLEANUP A. The CONTRACTOR shall remove from the project site all debris resulting from the demolition and removal operations as it accumulates. Upon completion of the demolition work, all materials, equipment, waste and debris of every sort shall be removed and the premises shall be left clean, neat and orderly. - END OF SECTION - CTA Project No. 19-0035-001-01 02222-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 02222 - EXCAVATION AND BACKFILL PART 1 - GENERAL 1.01 WORK INCLUDED A. Excavate, grade and backfill as required for the site underground conduit, as shown on the Drawings and specified herein. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. Clearing and Grubbing B Electrical Work 1.03 QUALITY CONTROL A. An independent testing laboratory will be retained by the C ONTRACTOR to do appropriate testing as described in Section 01400, "Testing and Quality Control". The CONTRACTOR shall schedule his Work so as to permit a reasonable time for testing before placing succeeding lifts and shall keep the laboratory informed of his prog ress. 1.04 GROUNDWATER A. The CONTRACTOR shall be responsible for anticipating groundwater conditions and shall provide positive control measures as required. Such measures shall ensure stability of excavations, groundwater pressure control, prevention of tanks, pipes, and other structures from being lifted by hydrostatic pressures, and avoiding the disturbance of subgrade bearing materials. 1.05 TRENCH SAFETY ACT COMPLIANCE A. The CONTRACTOR by signing and executing the contract is, in writing, assuring th at he will perform any trench excavation in accordance with the Florida Trench Safety Act, Section 553.60 et. seq. The CONTRACTOR further identified the separate item(s) of cost of compliance with the applicable trench safety standards as well as the metho d of compliance as noted on Sheet P-8 of the Contract front-end document. The CONTRACTOR acknowledges that this cost is included in the applicable items of the Proposal and Contract and in the Grand Total Bid and Contract Price. B. The CONTRACTOR is, and the CITY and ENGINEER are not, responsible to review or assess the CONTRACTOR's safety precautions, programs or costs, or the means, methods, techniques or technique adequacy, reasonableness of cost, sequences or procedures of any safety precaution, program or cost, including but not limited to, compliance with any and all requirements of Florida Statute Section 553.60 et. seq. cited as the "Trench Safety Act". The CONTRACTOR is, and the CITY and ENGINEER are not, responsible to determine if any safety or s afety related standards apply to the project, including but not limited to, the "Trench Safety Act". 1.06 PROTECTION OF PROPERTY AND STRUCTURES A. The CONTRACTOR shall, at his own expense, sustain in place and protect form direct or indirect injury, all pipes, poles, conduits, walls, buildings, and all other structures, utilities, and property in the vicinity of his work. Such sustaining shall be done by the CONTRACTOR. The CONTRACTOR shall take all risks attending the presence or proximity of pipes, poles, conduits, walls, buildings, and all other structures, utilities, and property in the vicinity of his work. Such sustaining shall be done by the CONTRACTOR. CTA Project No. 19-0035-001-01 02222-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 The CONTRACTOR shall take all risks attending the presence or proximity of pipes, poles, conduits, walls, buildings, and all other structures, utilities, and property in the vicinity of his work. He shall be responsible for all damage, and assume all expenses, for direct or indirect injury and damage, caused by his work, to any s uch pipe, structures, etc., or to any person or property, by reason of injury to them, whether or not such structures, etc., are shown on the Drawings. B. Barriers shall be placed at each end of all excavations and at such places as may be necessary along excavations to warn all pedestrian and vehicular traffic of such excavations. Barricades with flashing lights shall also be placed along excavation from sunset each day to sunrise of the next day until such excavation is entirely refilled, compacted, and paved. All excavations shall be barricaded where required to meet OSHA, local and Federal Code requirements, in such a manner to prevent persons from falling or walking into any excavation within the pump station fenced property. PART 2 - PRODUCTS 2.01 MATERIALS A. General: Materials shall be furnished as required from on -site excavations or from acceptable off-site sources as required. The CONTRACTOR shall notify the ENGINEER of the sources of each material at least ten calendar days prior to the anticipat ed use of the materials. B. Backfill: In general, clean sandy excavated material, that is free from organics clay and construction debris can be used for backfill material. All material to be used as selected backfill shall be able to pass a 3/4 -inch sieve. If, in the ENGINEER's opinion, excavation material is unsuitable for backfill purposes, imported material having a sand equivalent value of not less than 20 percent shall be used for this portion of the trench backfill. All backfill material (placed above select backfill) shall be able to pass through a 6 -inch ring. If suitable backfill is not available from the excavations, it shall be obtained from off site sources. PART 3 - EXECUTION 3.01 EXCAVATION A. The CONTRACTOR shall perform all excavation o f every description and of whatever substance encountered, to the dimensions, grades and depths shown on the Drawings, or as directed. All excavations shall be made by open cut. All existing utilities such as pipes, poles and structures shall be carefully located, supported and protected from injury; in case of damage, they shall be restored at the CONTRACTOR's expense. B. Excavated unsuitable material shall be removed from the site and disposed of by the CONTRACTOR. Materials removed from the trenches shall be stored and in such a manner that will not interfere unduly with pump station operations, traffic on public roadways and sidewalks and shall not be placed on private property. In congested areas, such materials as cannot be stored adjacent to the trench or used immediately as backfill shall be removed to other convenient places of storage acceptable to the CITY at the CONTRACTOR's expense. C. Excavated material that is suitable for use as backfill shall be used in areas where sufficient material is not available from the excavation. Suitable material in excess of backfill requirements shall be used on the pump station site as directed by the ENGINEER. CTA Project No. 19-0035-001-01 02222-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3.02 REMOVAL OF WATER A. General: It is a basic requirement of these Specifications t hat excavations shall be free from water before pipe or structures are installed. B. The CONTRACTOR shall provide pumps, and other appurtenant equipment necessary to remove and maintain water at such a level as to permit construction in a dry condition. The CONTRACTOR shall continue dewatering operations until backfilling has progressed to a sufficient depth over the pipe to prevent flotation or movement of the pipe in the trench or so that it is above the water table. If at any point during the dewatering operation it is determined that fine material is being removed from the excavation sidewalls, the dewatering operation shall be stopped if acceptable to the ENGINEER. If any of the subgrade or underlying material is disturbed by movement of groundwater, surface water, or any other reason, it shall be replaced at the CONTRACTOR's expense with crushed stone or gravel. C. Disposal: Water from the trenches and excavation shall be disposed of in such a manner as will not cause injury to public health, to pub lic or private property, to the Work completed or in progress, to the surface of the streets, cause any interference with the use of the same by the public, or cause pollution of any waterway or stream. The CONTRACTOR shall submit his proposed methods of handling trench water and locations at which the water will be disposed of to the ENGINEER for review and shall receive acceptance before starting the excavation. Disposal to any surface water body will require silt screens to prevent any degration in the w ater body. It shall be the CONTRACTOR’s responsibility to obtain all the necessary dewatering permits from the appropriate permitting agencies prior to starting excavation. 3.03 COMPACTION AND DENSITIES A. Compaction of backfill shall be 98 percent of the maximum density where the trench is located under structures or paved areas, and 95 percent of the maximum density elsewhere. More thorough compaction may be required when Work is performed in other regulatory agencies jurisdictions, such as the DOT. Methods of control and testing of backfill construction are: 1. Maximum density of the material in trenches shall be determined by ASTM D 1557. 2. Field density of the backfill material in place shall be determined by ASTM D 1556 or D 2922. B. Testing: Laboratory and field density tests, which in the opinion of the ENGINEER are necessary to establish compliance with the compaction requirements of these Specifications, shall be ordered by the ENGINEER. The CONTRACTOR shall coordinate and cooperate with the testing laboratory. The testing program will be implemented by the ENGINEER establishing depths and locations of tests. Modifications to the program will be made as job conditions change. C. Trench backfill which does not com ply with the specified densities, as indicated by such tests, shall be reworked and recompacted until the required compaction is secured, at no additional cost to the CITY. The costs for retesting such Work shall be paid for by the CONTRACTOR. - END OF SECTION - CTA Project No. 19-0035-001-01 02710-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 02710 - ASPHALTIC CONCRETE PAVEMENT PART 1 - GENERAL 1.01 WORK INCLUDED A. Construct asphaltic concrete pavement in accordance with the lines, grades and typical section as indicated on the Drawings, specified herein and as required for a complete installation. 1.02 SUBMITTALS A. The CONTRACTOR shall submit his proposed formula for the asphaltic concrete paving for review in accordance with the Section 01300, "Submittals". 1.03 QUALITY CONTROL A. The phrase "DOT Specifications" shall refer to the Florida Department of Transportation Standard Specifications for Road and Bridge Construction. The DOT Specifications, are referred to herein and are hereby made a part of this Contract to the extent of such references, and shall be as binding upon the Contract as through reproduced herein in their entirety. PART 2 - PRODUCTS 2.01 MATERIALS A. Limerock Base: The limerock base shall consist of either one or two courses of Miami Oolite limerock in accordance with Section 200 and 911 of the DOT Specifications. B. Prime Coat: The material used for the prime coat shall be cut -back Asphalt Grade RC-70 conforming to Sections 300 and 916 of the DOT Specifications for prime to be used on Miami Oolite formation limerock. C. Tack Coat: The material used for the tack coat shall be Emulsified Asphalt Grade RS -2 conforming to Sections 300 and 916 of the DOT Specifications. The complete site shall receive a final tack coat to provide a uniform finish for all new and existing paving at the pump station site. D. Asphaltic Concrete: The materials and construction of the asphaltic concrete patch and surface courses shall be Type S-I or Type S-III Asphaltic Concrete conforming to Sections 330, 331 and 916 of the DOT Specifications. Locations where Type S-I or Type S-III will be used shall be approved by the Engineer. PART 3 - EXECUTION 3.01 INSTALLATION A. Subgrade: Roadway subgrades shall be stabilized to the minimum depth shown on the Drawings to a Limerock Bearing Ratio of not less than 40. Stabilizing shall be Type B as defined in Section 160 of the DOT Specifications. Stabilization may require the addition and thorough mixing in of crushed limerock, course limerock screenings, or any other stabilizing material acceptable to the ENGINEER. The stabilizing material shall be applied in such quantity that, after mixing and blending, the subgrade will have a LBR of not less than 40. Stabilizing material shall be mixed or blended in the subgrade material by plowing, scarifying, disking, harrowing, blading and mixing with rotar y tillers until the CTA Project No. 19-0035-001-01 02710-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 mixed materials are of uniform bearing value throughout the width and depth of the layer being processed. B. At least three density determinations shall be made on each day's final compaction operations on each course, and the density determinations shall be made at more frequent intervals if deemed necessary by the ENGINEER. C. Limerock Base: The limerock base shall be constructed in accordance with Section 200 of the DOT Specifications, to the thickness and width indicated on the Drawings. D. After spreading of the base material is completed, the entire surface shall be scarified and shaped so as to produce the exact grade and cross section after compaction. For double course base, this scarifying shall extend a de pth sufficient to penetrate slightly the surface of the first course. The maximum depth of each lift shall be 8 -inches. E. When the material does not have the proper moisture content to insure the required density, wetting or drying shall be required. If the material is deficient in moisture, water will be added and uniformly mixed in by disking the base course to its full depth. If the material contains an excess of moisture, it shall be allowed to dry before being compacted. As soon as proper conditions o f moisture are attained, the material shall be compacted to an average density not less than 98 percent maximum density as determined in more than one course, the density shall be obtained in each lift of the base. F. During final compacting operations, if blading of any areas is necessary to obtain the true grade and cross section, the compacting operations for such areas shall be completed prior to making the density determination on the finished base. G. Unless otherwise directed by the ENGINEER, the surface shall be "hard-planed" with a blade grader immediately prior to the application of the prime coat to remove the thin glaze or cemented surface and to allow free penetration of the prime material. The materials planed from the base shall be removed fro m the base area. H. If cracks or checks appear in the base, either before or after priming, which in the opinion of the ENGINEER, would impair the structural efficiency of the base course, the CONTRACTOR shall remove such cracks or checks by rescarifying, reshaping, adding base material where necessary and recompacting, at no additional cost to the CITY. I. Mixing Base and Subgrade: If at any time the subgrade material shall become mixed with the base course material, the CONTRACTOR shall, without additiona l compensation, dig out and remove the mixture, reshape and compact the subgrade and replace the materials removed with clean base material, which shall be shaped and compacted as specified above. J. Prime Coat: The prime coat shall be applied at a rate of 0.15 gallons per square yard and the Work performed in accordance with Section 300 of the DOT Specifications. K. Tack Coat: The tack coat shall be applied at a rate between 0.02 and 0.10 gallons per square yard and the Work performed in accordance with Se ction 300 of the DOT Specifications. L. Asphaltic Concrete: The spreading, compacting and jointing the wearing surface shall be in accordance with Sections 330 and 331 of the DOT Specifications to the thickness indicated on the Drawings. CTA Project No. 19-0035-001-01 02710-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3.02 PAVEMENT REPAIR A. All damage to pavement as a result of Work under this Contract shall be repaired in a manner satisfactory to the ENGINEER and at no additional cost to the CITY. The repair shall include the preparation of the subgrade, the placing and compacting of t he limerock base, the priming of the base, the placing and maintaining of the surface treatment, all as specified herein. B. The width of all repairs shall extend at least 12 inches beyond the limit of the damage. The edge of the pavement to be left in pla ce shall be cut to a true edge with a saw or other acceptable method so as to provide a clean edge to abut the repair. The line of the repair shall be reasonably uniform with no unnecessary irregularities. 3.03 TEMPORARY PAVING A. Prior to commencing excavation, the asphalt surface shall be sawcut within the limits of the allowable trench width. Temporary paving will be required along the entire route where the original paved surface is removed. Temporary paving shall be placed the same day the trench is backfilled. The trench shall be backfilled as required in Section 6.09, "Backfill and Compaction", up to a level 1 inch below the existing pavement surface and a temporary, cold mixed sand/asphalt pavement shall be constructed up to the level of the existing pavement surface. The liquid asphalt shall be Grade RC-70 conforming to the requirements of D.O.T. Specifications, Section 916 -2. The sand shall conform to the requirements of D.O.T. Specifications, Section 902 for fine aggregate. B. The cold mix is to be installed as necessary to assure safe driving surface. C. Prior to completion of the work the CONTRACTOR shall remove the 1 inch of cold mix and surplus backfill. He shall replace it with the specified compacted limerock base course and asphalt within the approved working limits. Municipal agencies permitting this work may accelerate the time for removal of the cold mix, at their discretion. D. The temporary pavement shall be maintained by the CONTRACTOR in a condition satisfactory to the ENGINEER until its removal. Removal shall include any surplus backfill material. Replacement shall be made within 30 days with the permanent pavement. In replacing the temporary paving with permanent pavement, all work shall be completed in sections compatible with specified traffic maintenance procedures. No payment shall be made for temporary paving work and the cost for such work shall be included in the prices bid for other applicable items of work. E. Sand seal on the limerock base course will not be p ermitted in lieu of temporary paving. - END OF SECTION - CTA Project No. 19-0035-001-01 02780-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 02780 - PRECAST CONCRETE PAVERS PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide work required to complete, as indicated by the Contract Documents, and furnish supplementary items necessary for the proper installation of the Precast Concrete Pavers including but not limited to the followin g: 1. Paver work shown. 2. Sand Setting Bed. 3. Compacted coarse granular base. 4. Sample panels. 1.02 RELATED WORK A. Section 02900 - Landscape Work. B. Section 03300 - Cast-in-Place Concrete. 1.03 REFERENCES A. Florida Department of Transportation Standa rd Specifications for Road and Bridge Construction. B. American Society for Testing and Materials (ASTM) 1. ASTM C-936-82 2. ASTM C-67-73 3. ASTM C-150 4. ASTM C-140 5. ASTM C-33 1.04 SUBMITTALS A. Product Data: 1. Submit manufacturer's specifications on size, thickness, compressive strength, abrasive wear, absorption rate and other data to evidence compliance with these specifications. 2. Submit results of tests on each paver type done in accordance with ASTM C-140. CTA Project No. 19-0035-001-01 02780-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3. Submit manufacturer's detailed installation instructions. 4. Submit manufacturer's warranties. B. Samples: 1. Submit one (1) paver stone for each paver size, shape and color representative of pavers to be used in each paver pattern. C. Quality Control Submittals: Submit evidence of exact com pliance with the specified requirements for Design Data, Test Reports, Certificates, Manufacturer's Instructions and Manufacturer's Field Reports. 1.05 QUALITY ASSURANCE A. Manufacturer Qualifications: 1. Pavers in a given pattern shall be produced by a single manufacturer unless otherwise approved by LANDSCAPE ARCHITECT. 2. Manufacturer shall submit evidence of having not less than five (5) years successful production of this or similar product. B. Installer Qualifications: 1. Installer shall submit evidence of skill and not less than five (5) years specialized experience with installation of this or similar product. 2. Installer shall be approved by the manufacturer. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle products in exact accorda nce with the manufacturer's requirements and specifications. B. Packing and Shipping: Deliver and store pavers on manufacturers bound pallets. C. Storage and Protection: Protect from damage during handling, unloading , delivery and storage. 1.07 PROJECT/SITE CONDITIONS A. Environmental Requirements: per manufacture's latest published specifications for the following: 1. Weather 2. Rain 3. Temperature CTA Project No. 19-0035-001-01 02780-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 B. Field Measurements: Determine that the areas to receive the pave r fields are square or built to designed angles or dimensions. Make LANDSCAPE ARCHITECT aware of conflicts which will affect the appearance of the paver field or variations in cut angles along paver edging. 1.08 TESTING A. Provide an independent testing laboratory to test pavers proposed for installation. 1. Submit test results for review by the LANDSCAPE ARCHITECT. 2. Provide and pay for tests on Pre-Cast concrete pavers. 3. Provide and pay for density and compaction tests on limerock base. PART 2 - PRODUCTS 2.01 ACCEPTABLE PRODUCT/MATERIAL MANUFACTURERS A. Pavers: General 1. Solid concrete conforming to ASTM C-936-82. 2. Portland cement conforming to ASTM C-150. 3. Compressive Strength: 8,000 psi minimum. 4. Abrasion Resistance: volume loss less than 0.915 in3 (15 cm3 per 50 cm3) in accordance with Method C-418. 5. Absorption Rate: Maximum 5% 6. Acceptable manufacturers: a. Manufacturer: See Drawings. b. Color: See Drawings. B. Sand Setting Bed 1. The Sand Setting Bed shall be a 1” inch well graded clean washed sharp sand with 100% passing a 3/8" sieve size and a maximum of 3% passing a No. 200 sieve size. This is commonly known as manufactured concrete sand, limestone screening, or similar. 2. Mason sand is not acceptable. C. Sand Joint Mixture 1. The sand joint mixture shall consist of clean, dry silica sand containing at least 30% of 1/8" (3 mm) particles. CTA Project No. 19-0035-001-01 02780-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 2. Mason sand is not acceptable. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine and verify that receiving substrate surfaces have no defects or errors whi ch would result in poor or potentially defective application or cause latent defects in workmanship. 1. Conditions of Surfaces a. Clean, free of oil, water, moisture, laitance, or any other deleterious substances. b. The base course shall be shaped top-grade and cross section with an allowable tolerance of 1/4". c. Twelve-inch compacted subgrade compacted to 95% maximum density per AASHTO T-180 with a minimum LBR of 40. d. Report any unsatisfactory conditions to the LANDSCAPE ARCHITECT. e. Starting installation shall imply acceptance of surfaces. 3.02 PREPARATION A. Substrate Surface 1. Prepare substrate surfaces to insure proper and adequate installation, in exact accordance with the Contract Documents, approved sample panels and manufacturer's requirements. B. Field Measurements 1. Field measure and verify dimensions as required. C. Protection of Adjacent Areas of Surfaces: 1. Protect adjacent areas or surfaces from damage as a result of the Work of this Section. 3.03 INSTALLATION A. Install in exact accordance with manufacturer's latest requirements, instructions, specifications, and details. B. Install compacted coarse granular base in accordance with FDOT specifications and those shown in the drawings. C. Place and screen sand to depths shown and to give a final even grade to top of pavers after compaction. CTA Project No. 19-0035-001-01 02780-5 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 D. Pavers: 1. The pavers shall be laid in the approved pattern as noted or shown on the plans and approved sample panels. 2. Lay the pavers in the desired pattern with tight joints. For maximum inter lock, joints between pavers shall not exceed 1/8". 3. Use string lines to hold all patterns true. 4. The gaps at the edge of the paver surface shall be filled with standard edge stone or with stones cut to fit. Cutting shall be accomplished to leave a cle an edge to the traffic surface using a masonry saw. Cuts which result in a paver less than 1/3 of original dimension should be avoided. 5. Set pavers one-fourth inch higher than surrounding pavements or grade. 6. Vibrate the pavers into the sand laying co urse using a vibrator capable of 3,000 to 5,000 pounds compaction force with the surface clean and joints open. 7. After vibration, the clean sand joint mixture shall be spread over the paver surface, and vibrated into joints with additional vibrator passe s and brushing so as to completely fill joints. 3.04 CLEANING A. Immediately remove all spots, smears, stains, residues, adhesives, etc., from the Work of this Section and/or upon adjacent areas or surfaces which result from the Work. Use cleaners as manufactured by Paver Systems or approved equal for cleaning the pavers. B. Upon the completion of the work dispose of, away from the Site, all debris, trash, containers, residue, remnant and scraps which result from the Work. C. Remove sample panels at the completion of the work or when directed by the LANDSCAPE ARCHITECT. 3.05 PROTECTION A. After installation and until Owner acceptance, protect the pavers from damage. B. Remove damaged units and replace with new, undamaged units. 3.06 GUARANTEE A. Guarantee pavers and installation for twelve months after final payment. END OF SECTION 02780 CTA Project No. 19-0035-001-01 16000-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 16000 - ELECTRICAL GENERAL REQUIREMENTS PART 1 - GENERAL 1.01 DESCRIPTION A. Furnish all labor, materials, equipment and incidentals required for a complete properly functioning roadway lighting electrical system at the Golden Shores Neighborhood City of Sunny Isles, Florida as hereinafter specified, indicated or implied or in any of the contract documents. The electrical work to be performed under this Contract includes, but is not limited to, the following: 1. Provide and install new Roadway Lighting systems complete in place. 2. Provide and install temporary FP&L electrical service points for Roadway lighting systems, complete in place. B. The work, apparatus and materials which shall be furnished under these Specifications, accompanying Drawings and other Contact Documents shall include all items listed hereinafter and/or shown on the Drawings. All materials necessary for the complete installation shall be furnished and installed by the Contractor to provide complete and functioning power, lighting, communications, instrumentation, wiring and control systems as indicated on the Drawings and/or as specified herein or other sections of the Contract Documents. C. The work shall include complete testing of all equipment and wiring at the completion of the work and making any minor connection changes or adjustments necessary for the proper functioning of the system and equipment. All workmanship shall be of the highest quality. Sub-standard work will be rejected. D. The Contractor shall furnish and install all conduit, wire, fuse kits, grounding between pull box and lighting pole and luminaire complete in place including foundations and miscellaneous appurtenances. E. The Contractor shall return all disturbed areas to an “as found” condition, with the exception of asphalt roadway which will incorporate temporary paving per plans. 1.02 COORDINATION A. Each bidder or his authorized representative(s) shall, prior to preparing his proposal, visit all areas of the existing buildings and structures in which work under this Section is to be performed and inspect carefully the present conditions. The submission of a proposal by the bidder shall be considered as evidence that he or his representative(s) have visited the job site and noted the locations and conditions under which the work will be accomplished, and, that he takes full responsibility for a complete knowledge of all factors governing his work. B. All proposed power interruptions to existing equipment shall be at the Owner's convenience. Each interruption shall have prior written approval from the Owner. C. It is the intent of these Specifications that the electrical system shall be suitable in every way for the service required. All material and all work which may be reasonably implied a s being incidental to the work of this Section shall be furnished at no extra cost to the Owner or Engineer. CTA Project No. 19-0035-001-01 16000-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 D Contractor will be responsible for repairing any of the existing utilities or existing facility due to damage caused by the Contractor during execution of this Work. Repair and/or replacement shall be as directed by the Engineer and the Contractor shall bear the cost of all materials and labor without reimbursement. 1.03 INTENT OF ELECTRICAL DRAWINGS AND DESIGN A. Contractor shall provide complete and workable systems. Electrical drawings serve as working drawings for general layout of various items of equipment; however, layout of the equipment, accessories, raceways, and piping systems are diagrammatic unless specifically dimensioned. Electrical drawings do not necessarily indicate every required item. B. A set of red-lined electrical drawings shall be carefully maintained at the job site. Actual conditions are to be put on the drawings in red on a daily basis so the drawings will continuously show locations and routings of conduits, pull boxes, circuit numbers, and other information required by the Engineer. After completion of the project, a set of red-lined electrical drawings shall be submitted to the Engineer. 1.04 FEES, PERMITS, AND REGULATIONS A. Where Contract Documents require higher standards than applicable ordinances or statutes, the Contract Documents take priority. Where Contract Documents violate applicable ordinances or statutes, the latter takes priority. B. Contract Documents: Not to be construed to permit work in violation of applicable codes. C. References to codes, standards, specifications, and recommendations (of technical societies, trade organizations, and governmental agencies) are intended to be considered a part of this Specification as though fully repeated herein. Perform work in accordance with applicable requirements of governing codes, rules, and regulations, including the following minimum standards, whether statutory or not: 1. National Electrical Code (NEC) 2. National Fire Protection Association (NFPA) 3. Building Officials and Code Administrators (BOCA) D. Equipment and materials specified under this Division shall conform to the following standards where applicable: 1. Underwriters's Laboratories (UL) 2. American Society for Testing Materials (ASTM) 3. Certified Ballast Manufacturers (CBM) 4. Insulated Power Cable Engineers Association (IPCEA) 5. National Electrical Manufacturers Association (NEMA) 6. American National Standards Institute (ANSI) 7. Electrical Testing Laboratories (ETL) 8. National Electrical Contractors Association (NECA) 9. Factory Mutual (FM) CTA Project No. 19-0035-001-01 16000-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 10. Institute of Electrical and Electronics Engineers (IEEE) E. The Contractor as a part of his contract shall pay all fees required for permits and inspections required by any authority with proper jurisdiction F. Temporary electrical power and metering will be provided by the Utility Company as indicated on the Contract Documents. The Contractor shall furnish and install the secondary service conduit, wire, connectors and other appurtenances as required to extend the service to the job site as shown on the Drawings. 1.05 ADJUSTING, ALIGNING, TESTING A. The Contractor shall adjust, align, and test electrical equipment including protective devices, lighting fixtures, etc. B. The Contractor shall perform tests as specified to prove installation is in accordance with contract requirements. Conduct tests during construction period and at completion to determine conformity with applicable codes and these Specifications. Tests, in addition to specific system test described herein include: 1. Circuit Continuity: Test feeder and branch circuits for continuity. Test neutrals for presence of a single point ground connection. 2. Circuit Numbering Verification: Select, on a random basis, various circuit breakers in the panelboards; cycle them on and off to verify accuracy of typed panel directories and actual field wiring. 3. Product Failure: Replace, repair, or correct, as prescribed by the Owner or his representative and at expense of Contractor, products which fail during tests or are ruled unsatisfactory by the Owner or his representative. Retest, repair, replace, or correct product. 1.06 GUARANTEE A. Guarantee systems and elements against defects due to faulty workmanship, design, and materials; conduit free from obstructions, holes or breaks; conduit seals are effective; electrical system free from short-circuits and improper grounds. B. Remedy defects occurring within one year of final acceptance date. C. Guaranty includes labor, equipment adjustments, transportation charges, and materials. D. Employ only service technicians in the trade who have had experience with the type of work included in this Contract that is required for safe and successful completion of the Work. The Owner and Engineer reserve the right to request evidence of experience of personnel used, and to approve or disapprove certain personnel engaged in general and specialty work. E. Immediately prior to final inspection, clean installed material and equipment. Remove dirt, dust, stains, and foreign matter from all surfaces. Touch-up and restore damaged finishes to their original condition. F. All equipment furnished and installed, and all work performed under these Contract Documents shall be guaranteed by the Contractor against defects of workmanship, materials and proper installation for a minimum period of one (1) year from the date of final acceptance. This time shall be increased to the periods stated within individual specification sections as required. CTA Project No. 19-0035-001-01 16000-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1.07 MAINTENANCE AND OPERATING INSTRUCTIONS A. At time of completion, allot a period of not less than eight hours for instruction of system operating and maintenance personnel in the use of systems. Instruct all personnel at one time. Make necessary arrangements with manufacturer's representative. Provide product literature and application guides for user's reference. Pay costs for above services. 1.08 DRAWINGS A. The Drawings are not intended to show exact locations of conduit runs or equipment. B. Placement of each light pole to be coordinated and verified with City prior to commencement of installation. The Contractor shall verify exact locations of lighting poles prior to installation. C. The locations of equipment, fixtures, and similar devices shown on the Drawings are approximate only. Exact locations shall be as approved by the Engineer during construction. The Contractor shall obtain in the field all information relevant to the placing of electrical work and in case of any interference with any other work, proceed as directed by the Engineer and furnish all labor and materials necessary to complete the work in an approved manner. PART 2 - PRODUCTS 2.01 SHOP DRAWINGS AND SUBMITTALS: A. As specified elsewhere in the Contract Documents shop drawings and submittals shall be forwarded to the Engineer for approval for all materials, apparatus, and other items required to perform the Work. B. Shop Drawings shall be submitted for the following equipment: (10 sets of each) 1. Complete Roadway Lighting Systems 2. Service Point UL Approved Cabinet Enclosed Circuit Breakers 3. Panelboards 4. Lighting Fixtures, Lamps, Poles and Pole Bases (with Signed & Sealed Windload calculations) 5. Lighting Contactors 6. Disconnect Switches 7. Surge Protective Devices (SPD) 8. Enclosures 9. Pull Boxes, Test Wells, Junction Boxes and Wireways 10. Ground Rods and Ground Accessories. 11. Photocells 12. Meter Cans 13. Foundations 14. Wire and Cable 15. Conduit CTA Project No. 19-0035-001-01 16000-5 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 16. Warranties/Guarantees C. The Manufacturer's name and product designation or catalog numbers shall be submitted for the following material: 1. Conduit 2. Wire and Cable 3. Pull Boxes, Test Wells, Junction Boxes and Wireways 4. Switches and Receptacles 5. Lamps, Fixtures, Poles 6. Control Panels 7. Terminal Blocks 8. Fuses, Fuse Kits D. Prior to submittal by the Contractor, all shop drawings shall be checked for accuracy and Contract requirements. Shop drawings shall bear the date and the signature of the person who checked them and shall be accompanied by a statement from the Contractor that they have been examined for conformity to the Contract Documents. This statement shall also list all discrepancies with the Contract Documents. Shop drawings not so checked and noted will be returned as disapproved. E. The Engineer's check of the shop drawings and submittals shall be only for conformance with the design concept of the project and compliance with the Contract Documents. The responsibility of, or the necessity of, furnishing materials and workmanship required by the Contract Documents which may not be indicated on the shop drawings and submittals is included under the work of this Section. F. No material shall be ordered or shop work started until the Engineer's approval of the shop drawings and submittals has been approved. 2.02 SUBSTITUTIONS A. Refer to other sections of the Contract Documents for substitution requirements. 2.03 PAINTING A. Do not paint nameplates, labels, tags, switches, receptacles, conductors, grounding and etc. 2.04 MATERIAL AND MANUFACTURE A. Material and equipment shall be new, of the best quality and design, free from defects and imperfections, and have markings or a nameplate identifying the manufacturer and providing sufficient reference to establish quality, size, and capacity. All material and equipment of the same type shall be made by the same manufacturer whenever practical. PART 3 - EXECUTION 3.01 WORKMANSHIP A. Preparation, handling, and installation of material and equipment shall be in accordance with the manufacturer's written instructions and technical data particular to the product specified and/or accepted equivalent, except as otherwise specified. Coordinate work and cooperate with others in furnishing and placing this work. Review shop drawings and take CTA Project No. 19-0035-001-01 16000-6 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 field measurements as necessary to properly fit the work. Utilize appropriate tools and equipment for scale of project (i.e. 12’ ladders are inappropriate in lieu of lifts). B. Conform to the National Electrical Contractors Association's "Standard of Installation" for general installation practice. 3.02 SUPERVISION A. Constantly supervise, personally or through an authorized and competent representative, the work from beginning to completion; within reason, keep the same workmen and foreman on the project throughout the project duration. 3.03 PROTECTION A. Keep conduits, junction boxes, and other openings closed to prevent entry of foreign matter. Cover fixtures, equipment, devices, apparatus, and protect them against dirt, paint, water, chemical, or mechanical damage before and during construction period. Restore to original condition fixtures, apparatus, or equipment damaged prior to final acceptance. Protect bright finished surfaces and similar items until in service. No rust or damage will be permitted. 3.04 MANUFACTURERS SERVICES A. Provide Manufacturers service for testing and start-up of the following equipment: B. The Manufacturers of the above listed equipment shall provide an experienced Field Service Engineer to accomplish the following tasks: 1. The equipment shall be visually inspected upon completion of installation and prior to being energized to assure that wiring is correct, interconnection complete and the installation is in compliance with the Manufacturer's design criteria. Documentation shall be reviewed to assure that all Drawings, operation and maintenance manuals, parts list and other data required to check out and sustain equipment operation is available on site. Documentation shall be red-lined to reflect any changes or modifications made during the installation so that the "as-built" equipment configuration will be correctly defined. Spare parts shall be inventoried to assure correct type and quantity. 2. Field Service Engineers shall provide engineering support during the energization and check out of each major equipment assembly. They shall perform any calibration or adjustment required for the equipment to meet the Manufacturer's test Specifications. - END OF SECTION - CTA Project No. 19-0035-001-01 16050-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS PART 1 - GENERAL 1.01 REFERENCES A. The following is a list of standards which may be referenced in this section: 1. American National Standards Institute (ANSI): a. C55,1, Standard for Shunt Power Capacitors. b. C62.11, Standard for Metal-Oxide Surge Arrestors for AC Circuits. Z55.1, Gray Finishes for Industrial Apparatus and Equipment. 2. American Society for Testing and Materials (ASTM): a. A167, Standard Specification for Stainless and Heat -Resisting Chromium- Nickel Steel Plate, Sheet, and Strip. b. A240, Standard Specification for Heat -Resisting Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels. c. A570, Standard Specification for Steel, Sheet, and St rip, Carbon, Hot- Rolled, Structural Quality. 3. Federal Specifications (FS): a. W-C-596, Connector, Receptacle, Electrical. b. W-S-896E, Switches, Toggle, Flush Mounted. 4. National Electrical Contractor's Association, Inc. (NECA): 5055, Standard of Installation. 5. National Electrical Manufacturers Association (NEMA): a. 250, Enclosures for Electrical Equipment (1000 Volts Maximum). b. AB 1, Molded Case Circuit Breakers and Molded Case Switches. c. CP I, Shunt Capacitors. d. ICS 2, Industrial Control Devices, Controllers, and Assemblies. e. KS 1, Enclosed Switches. f. LA I, Surge Arrestors. g. PB 1, Panelboards. h. ST 20, Dry-Type Transformers for General Applications. i. WD I, General Requirements for Wiring Devices. 6. National Fire Protection Association (NFPA): 70, National Electrical Code (NEC). 7. Underwriters Laboratories, Inc. (UL): a. 67, Standard for Panelboards. b. 98, Standard for Enclosed and Dead -Front Switches. CTA Project No. 19-0035-001-01 16050-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 c. 198C, Standard for Safety High -Intermpting-Capacity Fuses, Current- Limiting Types. d. 198E, Standard for Class Q Fuses. e. 486E, Standard for Equipment Wiring Terminals. f. 489, Standard for Molded Case Circuit Breakers and Circuit Breaker Enclosures. g. 508, Standard for Industrial Control Equipment. h. 810, Standard for Capacitors. i. 943, Standard for Ground-Fault Circuit Interrupters. j. 1059, Standard for Terminal Blocks. k. 1561, Standard for Dry-Type General-Purpose and Power Transformers. 1.02 SUBMITTALS A. Shop Drawings: 1. Junction and pull boxes used at, or below, grade. 2. Hardware, fixtures, poles. 3. Meters 4. Panelboards and circuit breaker data. 5. Conductors, Conduits, Fuses. 6. Lighting Contactors. 7. Surge Protective Devices 8. All other miscellaneous material part of this project. 9. Wire pulling compound. B. Quality Control Submittals: 1. Test Report: Lighting Fixtures, Windloading Calculations, Poles. 1.03 QUALITY ASSURANCE A. UL Compliance: Materials manufactured within scope of Underwriters Laboratories shall conform to UL Standards and have an applied UL listing mark. 1.04 SPARE PARTS A. Furnish, tag, and box for shipment and storage the following spare parts: 1. Fuses, 0 to 600 Volts: Six of each type and each current rating installed. 2. Fixture, 1 light fixture 3. Driver, 2 LED drivers for light poles CTA Project No. 19-0035-001-01 16050-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 PART 2 - PRODUCTS 2.01 OUTLET AND DEVICE BOXES A. Cast Aluminum: 1. Material: a. Box: Cast, copper-free aluminum. b. Cover: Gasketed, weatherproof, cast copper-free aluminum with stainless steel screws. 2. Hubs: Threaded. 3. Lugs: Cast mounting. 4. Manufacturers: a. Crouse-Hinds; Type FS-SA or FD-SA. b. Appleton; Type FS or FD. B. Nonmetallic: 1. Box: PVC. 2. Cover: PVC, weatherproof, with stainless steel screws. 3. Manufacturer: Carlon; Type FS or FD, with Type E98 or E96 covers. 2.02 JUNCTION AND PULL BOXES A. Large Nonmetallic Box: 1. NEMA 250, Type 4X. 2. Box: High-impact, fiberglass-reinforced polyester or engineered thermoplastic, with stability to high heat. 3. Cover: Hinged with screws. 4. Hardware and Machine Screws: ASTM A167, Type 316 stainless steel. 5. Conduit hubs and mounting lugs. 6. Manufacturers: a. Crouse-Hinds; Type NJB. b. Carlon; Series N, C, or H. c. Robroy Industries. 2.03 WIRING DEVICES A. Switches: 1. NEMA WD I and FS W-S-896E. 2. Specification grade, totally-enclosed, ac type, with quiet tumbler switches and screw terminals. 3. Capable of controlling 100 percent tungsten filament and fluorescent lamp loads. CTA Project No. 19-0035-001-01 16050-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 4. Rating: 20 amps, 120/277 volts. 5. Color: a. Office Areas: Ivory. b. Other Areas: Brown. 6. Switches with Pilot Light: 125 -volt, neon light with red jewel, or lighted toggle when switch is ON. 7. Manufacturers: a. Bryant. b. Leviton. c. Hubbell. d. Pass and Seymour. e. Arrow Hart. B. Receptacle, Ground Fault Circuit Interrupter: Duplex , specification grade, tripping at 5 mA. 1. Color: Ivory. 2. Rating: 125 volts, NEMA WD 1, Configuration 5-20R, 20 amps, capable of interrupting 5,000 amps without damage. 3. Size: For 2-inch by 4-inch outlet boxes. 4. Standard Model: NEMA WD 1 with No. 1 2 AWG copper USE/RHH/RHW-XLPE insulated pigtails and provisions for testing. 5. Feed-Through Model: NEMA WD 1, with No. 12 AWG copper USE/RHH/RHW - XLPE insulated pigtails and provisions for testing. 6. Manufacturers: a. Pass and Seymour. b. Bryant. c. Leviton. d. Hubbell. e. Arrow Hart. 2.04 DEVICE PLATES A. General: Sectional type plates not permitted. B. Weatherproof: 1. For Receptacles: Gasketed, cast metal or stainless steel, with individual cap over each receptacle opening. 2. Mounting Screw: Stainless steel. a. Cap Spring: Stainless steel. b. Manufacturers: CTA Project No. 19-0035-001-01 16050-5 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 1) General Electric. 2) Bryant. 3) Hubbell. 4) Sierra. 5) Pass and Seymour. 6) Crouse-Hinds; Type WLRD or WLRS. 7) Bell. 8) Arrow Hart. 3. For Switches: Gasketed, cast metal incorporat ing external operator for internal switch. a. Mounting Screw: Stainless steel. b. Manufacturers: 1) Crouse-Hinds; DS-181 or DS-185. 2) Appleton; FSK-LVTS or FSK-IVS. 2.05 LIGHTING AND POWER DISTRIBUTION PANELBOARD (LP, IP, AND PP PANEL) A. NEMA PB I, NFPA 70, and UL 67, including panelboards installed in motor control equipment. B. Panelboards and Circuit Breakers: Suitable for use with 75 degrees C wire at full NFPA 70, 75 degrees C ampacity. C. Short-Circuit Current Equipment Rating: Fully rated; series connected unacceptable. D. Rating: Applicable to a system with available short-circuit current of 25,000 amperes rms symmetrical at 208Y/120 or 120/240 volts and 65,000 amperes rms symmetrical at 480Y/277 volts. E. Where ground fault interrupte r circuit breakers are indicated or required by code: 5 mA trip, 10,000 amps interrupting capacity circuit breakers. F. Cabinet: As shown on plans. G. Bus Bar: 1. Material: Copper, full sized throughout length. 2. Provide for mounting of future circuit breakers along full length of bus regardless of number of units and spaces shown. Machine, drill, and tap as required for current and future positions. 3. Neutral: Insulated, rated 100 percent of phase bus bars with at least one terminal screw for each branch circuit. 4. Ground: Copper, installed on panelboard frame, bonded to box with at least one terminal screw for each circuit. 5. Lugs and Connection Points: a. Suitable for either copper or aluminum conductors. CTA Project No. 19-0035-001-01 16050-6 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 b. Solderless main lugs for main, neutra l, and ground bus bars. c. Subfeed or through-feed lugs as shown. 6. Bolt together and rigidly support bus bars and connection straps on molded insulators. H. Circuit Breakers: 1. NEMA AB 1 and UL 489. 2. Thermal-magnetic, quick-make, quick-break, molded case, of the indicating type showing ON/OFF and TRIPPED positions of operating handle. 3. Noninterchangeable, in accordance with NFPA 70. 4. Locking: Provisions for handle padlocking, unless otherwise shown. 5. Type: Bolt-on circuit breakers in all panelboards. 6. Multipole circuit breakers designed to automaticall y open all poles when an overload occurs on one pole. 7. Do not substitute single-pole circuit breakers with handle ties for multipole breakers. 8. Do not use tandem or dual circuit breakers in n ormal single-pole spaces. 9. Ground Fault Interrupter: a. Equip with conventional thermal-magnetic trip and ground fault sensor rated to trip in 0.025 second for a 5 -milliampere ground fault (UL 943, Class A sensitivity). b. Sensor with same rating as circuit breaker and a push-to-test button. I. Manufacturers: 1. Cutler Hammer, Square D, General Electrical; 2. Milbank 3. Or approved equal. 2.06 CIRCUIT BREAKER, INDIVIDUAL, 0 TO 600 VOLTS A. NEMA AB I, UL 489 listed for use at location of installation. B. Minimum Interrupt Rating: As shown or as required. C. Thermal-magnetic, quick-make, quick-break, indicating type, showing ON/OFF and TRIPPED indicating positions of the operating handle. D. Suitable for use with 75 degrees C wire at full NFPA 70, 75 degrees C ampacity. E. Locking: Provisions for padlocking handle. F. Multipole breakers to automatically open all poles when an overload occurs on one-pole. G. Enclosure: NEMA 250, Type 12, Industrial Use, 4X - outdoors, wet locations and corrosive areas, unless otherwise shown. H. Interlock: Enclosure and switch shall in terlock to prevent opening cover with switch in the ON position. CTA Project No. 19-0035-001-01 16050-7 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 I. Do not provide single-pole circuit breakers with handle ties where multipole circuit breakers are shown. 2.07 FUSE, 0 TO 600 VOLTS A. Current-limiting, with 200,000 ampere rms interrupting rating. B. Provide to fit mountings specified with switches and features to reject Class H fuses. C. Motor and Transformer Circuits, 0- to 600-Volt: 1. Amperage: 0 to 600. 2. UL 198E, Class RK-1, dual element, with time delay. 3. Manufacturers: a. Bussmann; Type LPS-RK. b. Littlefuse; Type LLS-RK. D. Motor and Transformer Circuits, 0- to 250-Volt: 1. Amperage: 0 to 600. 2. UL 198E, Class RK-1, dual element, with time delay. 3. Manufacturers: a. Bussmann; Type LPN-RK. b. Littlefuse; Type LLN-RK. E. Feeder and Service Circuits, 0- to 600-Volt: 1. Amperage: 0 to 600. 2. UL 198E, Class RK-I, dual element, with time delay. 3. Manufacturers: a. Bussmann; Type LPS-RK. b. Littlefuse; Type LLS-RK. F. Feeder and Service Circuits, 0- to 250-Volt: 1. Amperage: 0 to 600. 2. UL 198E, Class RK-I, dual element, with time delay. 3. Manufacturers: a. Bussmann; Type LPN-RK. b. Littleluse; Type LLN-RK. G. Feeder and Service Circuits, 0- to 600-Volt: 1. Amperage: 601 to 6,000. 2. UL 198C, Class L, double O-rings and silver links. 3. Manufacturers: a. Bussmann; Type KRP-C. CTA Project No. 19-0035-001-01 16050-8 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 b. Littlefuse; Type KLPC. 2.08 PUSHBUTTON, INDICATING LIGHT, AND SELECTOR SWITCHES A. Contact Rating: NEMA ICS 2, Type A600. B. Selector Switch Operating Lever: Standard. C. Indicating Lights: Push-to-test. D. Pushbutton Color: 1. ON or START: Black. 2. OFF or STOP: Red. E. Pushbuttons and selector switches lockable in the OFF position where indicated. F. Legend Plate: 1. Material: Aluminum. 2. Engraving: 11 character/spaces on one line, 14 character/spaces on each of two lines, as required, indicating specific function. 3. Letter Height: 7/64 inch. G. Manufacturers: 1. Heavy-Duty, Oiltight Type: a. General Electric; Type CR 104P. b. Square D; Type T. c. Cutler-Hammer; Type 10250T. 2. Heavy-Duty, Watertight, and Corrosion-Resistant Type: a. Square D; Type SK. b. General Electric; Type CR 104P. c. Cutler-Hammer; Type E34. d. Crouse-Hinds; Type NCS. 2.09 MAGNETIC LIGHTING CO NTACTOR A. NEMA ICS 2, UL 508. B. Electrically operated by dual-acting, single coil mechanism. C. Inherently interlocked and electrically held in both OPEN and CLOSED position. D. Main Contacts: 1. Power driven in both directions. 2. Double-break, continuous-duty, rated 30 amperes, 600 volts, withstand rating of 22,000 amps rms symmetrical at 250 vo lts. 3. Marked for electric discharge lamps, tungsten, and general-purpose loads. 4. Position not dependent on gravity, hooks, latches, or semi -permanent magnets. 5. Capable of operating in any position. CTA Project No. 19-0035-001-01 16050-9 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 6. Visual indication for each contact. E. Auxiliary contact relay for three-wire control. F. One normally open and one normally closed auxiliary contacts rated 10 amperes at 480 - volt. G. Fully rated neutral plate. H. Provision for remote pilot lamp with use of auxiliary contacts. I. Clamp type, self-rising terminal plates for solderless connections. J. Enclosure: NEMA 250, Type 12, Dust -Tight, Drip-Tight, Industrial Use, unless otherwise shown. K. Manufacturers: 1. Square D. 2. Cutler Hammer; 3. General Electric; 2.10 SUPPORT AND FRAMING CHANNELS A. Material: 1. Dry indoors - galvanized. 2. All Other Areas: ASTM A167, Type 316 stainless steel or fiber -reinforced epoxy, as required. B. Finish: 1. Dry indoors - galvanized. 2. All Other Areas: ASTM A167, Type 316 stainless steel or fiber-reinforced epoxy, as required. C. Inserts: Continuous. D. Beam Clamps: Gray cast iron. E. Manufacturers: 1. B-Line. 2. Unistrut. 2.11 NAMEPLATES A. Material: Laminated plastic. B. Attachment Screws: Stainless steel. C. Color: White, engraved to a black core. D. Engraving: 1. Pushbuttons/Selector Switches: Name of drive controlled on one, two, or three lines, as required. 2. Panelboards: Panelboard desig nation, service voltage, and phases. CTA Project No. 19-0035-001-01 16050-10 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 E. Letter Height: 1. Pushbuttons/Selector Switches: 1/8 inch. 2. Panelboards: 1/4 inch. 2.12 PANELBOARD AND SWITCHBOARD SURGE PROTECTIVE DEVICE A. This section describes the material and installation requirements for surge protective devices (SPD) in switchboards, panelboards, and motor control centers for the protection of all AC electrical circuits. B. SPDs shall be listed and component recognized in accordance with UL 1449 and UL 1283. C. SPD shall be installed and warranted by and shipped from the electrical distribution equipment manufacturer’s factory. D. SPD shall provide surge current diversion paths for all modes of protection; L -L, L-N, L- G, N-G in WYE systems, and L-L, L-G in DELTA systems. E. SPD shall be modular in design. Each module shall be fused with a surge rated fuse. F. A UL approved disconnect switch shall be provided as a means of disconnect in the switchboard device only. G. SPD shall meet or exceed the following criteria: 1. Maximum surge current capability (single pulse rated) shall be: a. Service entrance switchboard/panelboard 300kA b. Branch panelboards 150kA c. Motor control centers 80kA 2. UL 1449 Listed and Recognized Component Suppression Voltage Ratings shall not exceed the following: Voltage L-N L-G N-G 208Y/120 400V 400V 400V 480Y/277 800V 800V 800V H. SPD shall have a minimum EMI/RFI filtering of -50dB at 100kHz with an insertion ration of 50:1 using MIL STD. 220A methodology. I. SPD shall be provided with 1 set of NO/NC dry contacts . J. SPD shall have a warranty for a period of five years, inco rporating unlimited replacements of suppressor parts if they are destroyed by transients during the warranty period. Warranty will be the responsibility of the electrical distribution equipme nt manufacturer. K. Approve manufactures are: 1. Cutler Hammer CPS Series 2. Square D Company XTE Series 3. Current Technology Select 2 series CTA Project No. 19-0035-001-01 16050-11 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 2.13 ELECTRICAL SERVICE POINT PEDESTAL A. Voltage rating: (120/240V, 1P, 3W) SCCR rating: See drawings Amperage rating: 100amps B. The pedestal shall be of Type 3R rainproof construction and shall be UL listed. External construction shall comply with UL50 requirements and shall be of stainless steel. Shall be painted, coordinate with owner on color. C. Internal construction shall be stainless steel and 1.7 mil minimum thickness polyurethane industrial grade powder coat painted or bare aluminum. No fasteners except sealing screws shall be removable by external access. Hinges shall be stainless steel and of the continuous piano hinge type. D. The pedestal mounting bolts shall not be externally a ccessible. E. The service pedestal must have three separate isolated sections for metering equipment, utility termination and secondary equipment. F. The metering section must be pad -lockable and sealable and have a hinged swing back hood with an integral hinged polycarbonate sealable window for access to demand meters. An external nameplate shall be permanently attached to the hood. A stainless- steel handle shall be provided on the front exterior of the hood. Meter socket type shall meet the requirements of the serving utility. G. The utility termination section must be pad-lockable and sealable and shall have a stainless-steel handle provided on a lift-off cover. Sufficient clearance shall be provided for a 4-inch diameter conduit for utility cables entrance. U tility landing lugs shall accommodate #6 – 350 kcmil conductors. H. The secondary compartment door to be hinged on the left-hand side. A stainless pad- lockable 3-point latch provided to secure secondary compartment. A door keeper provided to keep the door in an open position. A print pocket on the inside of the door shall hold all wiring schematics, circuit directories and instructions in a clear, weatherproof sleeve. Required labeling shall be located on the inside of the secondary door. Distribution and control equipment shall be behind an internal dead-front door with a quarter-turn securing latch and be hinged to open more than 90 degrees. The dead - front door shall be hinged on the same side as the secondary section door. All distribution and control equipment shall be factory wired using 600-volt wire sized to UL requirements. I. The provided documentation shall list circuit breaker combinations and those to be used for de-rated operation for series ratings. J. Utility requirements for this equipment vary. Always consult the serving utility for their requirements before ordering or installing this equipment. K. Secondary compartment shall include 30A, 8 pole lighting contactor controlled by integral photocell for lighting system. L. Secondary compartment shall include 20Amp, 120V GFCI receptacle. M. Service pedestal shall be labeled per the NEC requirements with FPL AIC for that locations. CTA Project No. 19-0035-001-01 16050-12 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 PART 3 - EXECUTION 3.01 GENERAL A. Install equipment in accordance with NECA 5055. 3.02 OUTLET AND DEVICE BOXES A. Install suitable for conditions encountered at each outlet or device in the wiring or raceway system, sized to meet NFPA 70 requirements. B. Size: 1. Depth: Minimum 2 inches, unless otherwise required by structural conditions. Box extensions not permitted. C. Locations: 1. Drawing locations are approximate. 2. To avoid interference with mechanical equipment or structural features, relocate outlets as directed by ENGINEER. D. Box Type (Nonmetallic Raceway System): 1. Exposed Raceways: Nonmetallic. 3.03 JUNCTION AND PULL BOXES A. Install where shown and where necessary to terminate, tap-off, or redirect multiple conduit runs. B. Install pull boxes where necessary in raceway system to facilitate conductor installation. C. Install in conduit runs at least every 150 feet or after the equivalent of thr ee right-angle bends. D. Use outlet boxes as junction and pull boxes wherever possible and allowed by applicable codes. E. Installed boxes shall be accessible. F. Do not install on finished surfaces. G. Install plumb and level. H. Support boxes independently of conduit by attachment to building structure or structural member. I. At or Below Grade: 1. Install boxes for below grade conduits flush with finished grade in location s outside of paved areas, roadways, or walkways. 2. If adjacent structure is available, box may be mounted on structure surface just above finished grade in accessible but unobtrusive location . 3. Obtain ENGINEER's written acceptance prior to installation in paved areas, roadways, or walkways. 4. Use boxes and covers suitable to support anticipated weights. CTA Project No. 19-0035-001-01 16050-13 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 K. Mounting Hardware: 1. Noncorrosive Interior Areas: Stainless steel. 2. All Other Areas: Stainless steel. L. Location/Type: 1. Unfinished, Indoor and Outdoor, Wet and Corrosive: NEMA 250, Type 4X. 3.04 WIRING DEVICES A. Switches: 1. Mounting Height: See Paragraph OUTLET AND DEVICE BOXES. 2. Install with switch operation in vertical position. 3. Install single-pole, two-way switches such that toggle is in up position when switch is on. B. Receptacles: 1. Install with grounding slot down except where horizontal mounting is shown, in which case install with neutral slot up. 2. Ground receptacles to boxes with grounding wire only. 3. Weatherproof Receptacles: a. Install in cast metal box. b. Install such that hinge for protective cover is above receptacle opening. 4. Ground Fault Interrupter: Install feed -through model at locations where ground fault protection is specified for "downstre am" conventional receptacles. 3.05 DEVICE PLATES A. Securely fasten to wiring device; ensure a tight fit to the box. B. Flush Mounted: Install with all four edges in continuous contact with finished wall surfaces without use of mats or similar materia ls. Plaster fillings will not be acceptable. C. Surface Mounted: Plate shall not extend beyond sides of box unless plates have no sharp corners or edges. D. Install with alignment tolerance to box of 1/16 inch. E. Engrave with designated titles. F. Types (Unless Otherwise Shown): 1. Office: Stainless Steel. 2. Exterior: Weatherproof. 3. Interior: a. Flush Mounted Boxes: Stainless Steel. b. Surface Mounted, Cast Metal Boxes: Cast metal. c. Surface Mounted, Sheet Steel Boxes: Stainless Steel. d. Surface Mo unted, Nonmetallic Boxes: Plastic. CTA Project No. 19-0035-001-01 16050-14 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3.06 LIGHTING AND POWER DISTRIBUTION PANELBOARD A. Install securely, plumb, in-line and square with walls. B. Install top of cabinet 6 feet above floor unless otherwise shown. C. Provide typewritten circuit directory for each panelboard. 3.07 SUPPORT AND FRAMING CHANNEL A. Furnish zinc-rich primer; paint cut ends prior to installation, where applicable. B. Install where required for mounting and supporting electrical equipment and raceway systems. 3.08 CONDUCTORS A. All conductors shall be XHHW. PART 4 - METHODS OF MEASUREMENT. 4.01 GENERAL A. The quantity of units to be paid for under this item shall be the number of each type installed, adjusted, removed or replaced, complete in place, ready for op eration, and accepted by the Engineer. PART 5 - BASIS OF PAYMENT 5.01 GENERAL A. Payment will be made at the contract unit price (lump sum, each or linear foot) price for each item completed by the Contractor and accepted by the engineer. This price s hall be full compensation for furnishing all materials and for all preparation, asse mbly, and installation of these materials, and for all labor, eq uipment, tolls, and incidentals necessary to complete this item. See plans for additional requirements. Pay Item No. Description 1. 1-2" PVC Schedule 40 conduit installed under existing roadway. Includes hand excavation, saw-cutting, labor, conduits, connectors, warning tape, pull string, asphalt repair, and backfill and compaction complete in place. - Price per linear foot 2. 1-2" PVC Schedule 40 conduit installed in earth. Includes hand excavation, labor, conduits, connectors, warning tape, pull string, sod and backfill and compaction complete in place. - Price per linear foot 3. #6, 600V, XHHW Conductor installed in new conduits. Includes installation, conductors, testing, connectors, waterproof splice kits, terminations, identification, pulling compound, pull string, labor and etc. for a complete working system in place. - Price per linear foot 4. #3, 600V, XHHW Conductor installed in new conduits. Includes installation, conductors, testing, connectors, waterproof splice kits, terminations, identification, pulling compound, pull string, labor and etc. for a complete working system in place. - Price per linear foot 5. New LED Roadway light luminaire, pole, and pullbox installed in CTA Project No. 19-0035-001-01 16050-15 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 earth, complete in place. Includes hand excavation, saw-cutting, fixture, pole, concrete base, pullbox, fuses, fuse kits, splice kits, grounding, conduits, conductors, testing, lamps, labor, driver, sod restoration, remove and relocation of driveway paver, concrete/pavement/ driveway repair, and backfill complete in place. - Price per each 6. Provide and install new electrical service point, complete. Includes meter & meter can, NEMA 3R enclosure, panelboard rated for 42k AIC, circuit breakers, surge protective device (SPD), pull box, lighting contactor, photocell, time clock, GFCI receptacle, concrete, unitstrut, conduits, conductors, grounding, ground rods, concrete slab, connections, testing, identification, splice kits, FPL Coordination, FPL splice box, mounting hardware and channel, hand excavation, labor, coordination, and etc., complete in place. - Price per each - END OF SECTION - CTA Project No. 19-0035-001-01 16110-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 16110 - RACEWAYS PART 1 - GENERAL 1.01 REFERENCE DOCUMENTS A. Drawings and general provisions of the contract, including General and Supplementary Conditions, apply to this Section . 1.02 ECTION INCLUDES This section includes technical specifications for: A. Rigid Galvanized Steel Conduit (RGS) B. PVC Conduit C. Bushing, Couplings, Expansion a nd all fitting related to conduit and tubing D. Sealed and protection against water entrance and corrosion 1.03 RELATED REQUIREMENTS A. Section 16000 - Electrical General Requirements B. Section 16050 - Basic Electrical Materials and Methods C. Section 16120 - Conductors. D. Section 16450 - Grounding E. Section 16500 - Lighting 1.04 REFERENCED STANDARDS A. The following is a list of standards which may be referenced in this section: 1. American Association of State Highway and Transportation Officials (AASHTO): Division I, Standard Specifications for Highway Bridges, Fourteenth Edition. 2. American National Standards Institute (ANSI): a. C80.1, Rigid Steel Conduit-Zinc Coated. b. C80.3, Electrical Metallic Tubing-Zinc Coated. c. CS0.5, Rigid Aluminum Conduit. d. C80.6, Intermediate Metal Conduit (IMC)-Zinc Coated. 3. American Society for Testing and Materials (ASTM): a. A123 El, Standard Specification for Zinc-Coated (Galvanized) Coatings on Iron and Steel Products. b. C857, Standard Practice for Minimum Structura l Design Loading for Underground Precast Concrete Utility Structures. 4. National Electrical Contractor's Association, Inc. (NECA): 5055, Standard of Installation. 5. National Electrical Manufacturers Association (NEMA): a. RN 1, Polyvinyl-Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit. CTA Project No. 19-0035-001-01 16110-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 b. TC 2, Electrical Plastic Tubing (EPT) and Conduit (EPC-40 and EPC-80). c. TC 3, PVC Fittings for Use with Rigid PVC Conduit and Tubing. d. TC 6, PVC and ABS Plastic Utilities Duct for Underground Installation. 6. National Fire Protection Association (NFPA): 70, National Electrical Code. (NEC) 7. Underwriters Laboratories, Inc. (UL): a. 6, Standard for Safety Rigid Metal Conduit. b. 514B, Standard for Safety Fittings for Conduit and Outlet Boxe s. c. 514C, Standard for Safety Nonmetallic Outlet Boxes, Flush-Device Boxes, and Covers. d. 651, Standard for Safety Schedule 40 and 80 PVC Conduit. e. 651A, Standard for Safety Type EB and Rigid PVC Conduit and HDPF Conduit. B. Drawings and general provisions of the contract, including General and Supplementary Conditions, apply to this Section. 1.05 SUBMITTALS A. Shop Drawings: 1. Manufacturer's Literature: a. Rigid galvanized steel conduit. b. PVC Schedule 40 conduit. c. Conduit fittings. 2. Pullboxes: a. Dimensional drawings and descriptive literature. b. Traffic loading calculations. c. Accessory information. 1.06 UL COMPLIANCE A. Materials manufactured within scope of Underwriters Laboratories shall conform to UL Standards and have an applied UL listing mark. PART 2 - PRODUCTS 2.01 CONDUIT AND TUBING A. Rigid Galvanized Steel Conduit (RGS): 1. Meet requirements of ANSI C80.1 and UL6. 2. Material: Hot-dip galvanized, with chromated protective layer. B. PVC Schedule 40 Conduit: 1. Meet requirements of NEMA TC 2 and UL 651. 2. UL listed for concrete encasement, underground direct burial, concealed or direct sunlight exposure, and 90 degrees C insulated conductors. CTA Project No. 19-0035-001-01 16110-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 2.02 FITTINGS A. Rigid Galvanized Steel and Intermediate Metal Conduit: 1. General: a. Meet requirements of UL 514B. b. Type: Threaded, galvanized. Set screw fittings not permitted. 2. Bushing: a. Material: Malleable iron with integral insulated throat, rated for 150 degrees C. b. Manufacturers: 1) Thomas & Betts; Type BIM. 2) O.Z./Gedney; Type HB. 3. Grounding Bushing: a. Material: Malleable iron with integral insulated throat rated for 150 degrees C, with solderless lugs. b. Manufacturers: 1) Appleton; Series GIB. 2) O.Z. Gedney; Type HBLG. 4. Conduit Hub: a. Material: Malleable iron with insulated throat. b. Manufacturers: 1) O.Z. Gedney; Series CH. 2) T & B; Series 370. 5. Conduit Bodies: a. Material: Malleable iron, sized as required by NFPA 70. b. Manufacturers (For Normal Conditions): 1) Appleton; Form 35 threaded Unilets. 2) Crouse-Hinds; Form 7 or 8 threaded condulets. 3) Killark; Series O Electrolets. c. Manufacturers (For Hazardous Locations): 1) Appleton. 2) Crouse-Hinds. 3) Killark. 6. Couplings: As supplied by conduit manufacturer. 7. Conduit Sealing Fitting Manufacturers: a. Appleton; Type EYF, EYM, or ESU. b. Crouse-Hinds; Type EYS or EZS. CTA Project No. 19-0035-001-01 16110-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 c. Killark; Type EY or EYS. 8. Cable Sealing Fittings: a. To form watertight nonslip cord or cable connection to conduit. b. For Conductors With OD of 1/2 Inch or Less: Neoprene bushing at connector entry. c. Manufacturers: 1) Crouse-Hinds; CGBS. 2) Appleton; CG-S. B. PVC Conduit and Tubing: 1. Meet requirements of NEMA TC-3. 2. Type: PVC, slip-on. C. Watertight Entrance Seal Device: 1. New Construction: a. Material: Oversized sleeve, malleable iron body with sealing ring, pressure ring, grommet seal, and pressure clamp. b. Manufacturer: O.Z./Gedney; Type FSK or WSK, as required. 2. Bored-Hole Application: a. Material: Assembled dual pressure disks, neoprene sealing ring, and membrane clamp. b. Manufacturer: O.Z./Gedney; Series CSM. 2.03 WIREWAYS A. Meet requirements of UL 870. B. Type: Steel-enclosed, with removable, hinged cover. C. Rating: Outdoor raintight if outdoor, and indoor if indoor. D. Finish: Gray, baked enamel. E. Manufacturers: 1. Square D. 2. B-Line Systems, Inc. 2.05 ACCESSORIES A. Duct Bank Spacers: 1. Type: Nonmetallic, interlocking, for multiple conduit sizes. 2. Suitable for all types of conduit. 3. Manufacturer: Underground Device, Inc.; Type WUNPEECE. B. Identification Devices: 1. Detectable Warning Tape: a. Material: Polyethylene, 4-mil gauge. CTA Project No. 19-0035-001-01 16110-5 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 b. Color: Red. c. Width: Minimum 6-inch. d. Designation: Warning on tape that electric circuit is located below tape. e. Manufacturers: 1) 3M 2) Empire 3.) or approved alternate. PART 3 - EXECUTION 3.01 GENERAL A. Conduit and Tubing sizes shown are based on the use of copper conductors. Reference Section 16120, CONDUCTORS, concerning conduit sizing for aluminum conductors. B. All installed Work shall comply with NECA 5055. C. Crushed or deformed raceways not permitted . D. Maintain raceway entirely free of obstructions and moisture. E. Immediately after installation, plug or cap raceway ends with watertight and dust -tight seals until time for pulling in conductors. F. Sealing Fittings: Provide drain seal in vertical raceways where condensate may collect above sealing fitting. G. Avoid moisture traps where possible. When unavoidable in exposed conduit runs, provide junction box and drain fitting at conduit low point. H. Group raceways installed in same area. I. Proximity to Heated Piping: Install raceways minimum 12 inches from paral lel runs. J. Follow structural surface contours when installing exposed raceways. Avoid obstruction of passageways. Coordinate with Specification 01040 Coordination. K. Run exposed raceways parallel or perpendicular to walls, structural members, or intersections of vertical planes. L. Block Walls: Do not install raceways in same horizontal course with reinforcing steel. M. Install watertight fittings in outdoor, underground, or wet locations. N. Paint threads, before assembly of fittings, of galvani zed conduit or IMC installed in exposed or damp locations with zinc-rich paint or liquid galvanizing compound. O. All metal conduit to be reamed, burrs removed, and cleaned before install ation of conductors, wires, or cables. P. Do not install raceways in concrete equipment pads, foundations, or beams. Q. Horizontal raceways installed under floor slabs shall lie completely under slab, with no part embedded within slab. R. Install concealed, embedded, and buried raceways so that they emerge at right angles to surface and have no curved portion exposed. CTA Project No. 19-0035-001-01 16110-6 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3.02 CONDUIT APPLICATION A. Diameter: Minimum 3/4 inch. B. Exterior, Exposed: 1. Rigid galvanized steel. C. Direct Earth Burial: PVC Schedule 40. D. Concrete-Encased Raceways: PVC Schedule 40. 3.03 CONNECTIONS A. Under Equipment Mounting Pads: Rigid galvanized steel conduit. B. Exterior Light Pole Foundations: Schedule 40 PVC conduit. 3.04 PENETRATIONS A. Make at right angles, unless otherwise shown. B. Notching or penetration of structural members, including footings and beams, not permitted. C. Fire-Rated Walls, Floors, or Ceilings: Fire -stop openings around penetrations to maintain fire-resistance rating. D. Apply single layer of wraparound duct band to all metallic conduit in contact with concrete floor slabs to a point 2 inches above concrete surface. E. Concrete Walls, Floors, or Ceilings (Aboveground): Provide nonshrink grout dry -pack, or use watertight seal device. F. Entering Structures: 1. General: Seal raceway at the first box or outle t with minimum 2 inches thick expandable plastic compound to prevent the entrance of gases or liquids from one area to another. 2. Pullbox/Manholes: a. Metallic Raceways: Provide insulated gro unding bushings. b. Nonmetallic Raceways: Provide bell ends flush with wall. c. Install such that raceways enter as near as possible to one end of wall, unless otherwise shown. 3.05 SUPPORT A. Support from structural members only, at intervals not exceed ing NFPA 70 requirements, and in any case not exceeding 10 feet. Do not support from piping, pipe supports, or other raceways. B. Multiple Adjacent Raceways: Provide ceiling trapeze. For trapeze -supported conduit, allow 40 percent extra space for future c onduit. C. Provide and attach wall brackets, strap hangers, or ceiling trapeze as follows: 1. Wood: Wood screws. 2. Hollow Masonry Units: Toggle bolts. CTA Project No. 19-0035-001-01 16110-7 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3. Concrete or Brick: Expansion shields, or threaded studs driven in by powder charge, with lock washers and nuts. 4. Steelwork: Machine screws. D. Nails or wooden plugs inserted in concrete or masonry for attaching raceway not permitted. Do not weld raceways or pipe straps to steel structures. Do not use wire in lieu of straps or hangers. 3.06 BENDS A. Install concealed raceways with a minimum of bends in the shortest practical distance. B. Make bends and offsets of longest practica l radius. C. Install with symmetrical bends or cast metal fittings. D. Avoid field-made bends and offsets, but where necessary, make with acceptable hickey or bending machine. Do not heat metal raceways to facilitate bending. E. Make bends in parallel or banked runs from same center or centerline with same radius so that bends are parallel. F. Factory elbows may be installed in parallel or banked raceways if there is change in plane of run, and raceways are same size. G. PVC Conduit: 1. Bends 30-Degree and Larger: Provide factory-made elbows. 2. 90-Degree Bends: Provide rigid steel elbows. 3. Use manufacturer's recommended method for forming smaller bends. H. Flexible Conduit: Do not make bends that exceed allowable conductor bending radius of cable to be installed or that significantly restricts conduit flexibility. 3.07 EXPANSION/DEFLECTION FITTINGS A. Provide on all raceways at all structural expansion joints, and in long tangential runs. B. Provide expansion/deflection joints for 5 0 degrees F maximum temperature variation. C. Install in accordance with manufacturer's instructions. 3.08 PVC CONDUIT A. Solvent Welding: 1. Provide manufacturer recommended solvent; apply to all joints. 2. Install such that joint is watertight. B. Adapters: 1. PVC to Metallic Fittings: PVC terminal type. 2. PVC to Rigid Metal Conduit or IMC: PVC female adapter. C. Belied-End Conduit: Bevel the unbelled end of the joint prior to joining. 3.09 WIREWAYS A. Install in accordance with manufacturer's instructions. B. Locate with cover on accessible vertical face of wireway, unless otherwise shown. CTA Project No. 19-0035-001-01 16110-8 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 3.10 TERMINATION AT ENCLOSURES A. Cast Metal Enclosure: Provide manufacturer's premolded insulati ng sleeve inside metallic conduit terminating in threaded hubs. B. Sheet Metal Boxes, Cabinets, and Enclosures: 1. Rigid Galvanized Conduit: a. Provide one lock nut each on inside and outside of enclosure. b. Install grounding bushing. c. Provide bonding jumper from grounding bushing to equipment ground bus or ground pad; if neither ground bus nor pad exists, connect jumper to lag bolt attached to metal enclosure. d. Install insulated bushing on ends of conduit where grounding is not required. e. Provide insulated throat when conduit terminates in sheet metal boxes having threaded hubs. 2. PVC Schedule 40 Conduit: Provide PVC terminal adapter with lock nut. C. Free-Standing Enclosures: Terminate conduit entering bottom with grounding bushing; provide a grounding jumper extending to equipment ground bus or grounding pad. 3.11 UNDERGROUND RACEWAYS A. Grade: Maintain minimum grade of 4 inches in 100 feet, either from one manhole, handhole, or pull box to the next, or from a high point between them, dependin g on surface contour. B. Cover: Maintain minimum 2-foot cover above conduit and concrete encasement, unless otherwise shown. C. Make routing changes as necessary to avoid obstructions or conflicts. D. Couplings: In multiple conduit runs, stagger so that couplings in adjacent runs are not in same transverse line. E. Union type fittings not permitted. F. Spacers: . Provide preformed, nonmetallic spacers, designed for such purpose, to secure and separate parallel conduit runs in a trench or concrete encasement. 2. Install at intervals not greater than that specified in NFPA 70 for support of the type conduit used, but in no case greater than 10 feet. G. Support conduit so as to prevent bending or displacement during backfilling or concrete placement. H. Installation with Other Piping Systems: 1. Crossings: Maintain minimum 12-inch vertical separation. 2. Parallel Runs: Maintain minimum 12 -inch separation. 3. Installation over valves or couplings not permitted. CTA Project No. 19-0035-001-01 16110-9 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 K. Backfill: 1. Do not backfill until inspected by ENGINEER. 3.12 MANHOLES A. Excavate, shore, brace, backfill, and final grade back to original state. B. Do not install until final raceway grading has been determined. C. Install such that raceways enter at nearly right angles and as near a s possible to one end of wall, unless otherwise shown. D. Grounding: As specified in Section 16450, GROUNDING. E. Identification: Field stamp covers with manhole or handhole number as shown. Stamped numbers to be 1-inch minimum height. 3.13 EMPTY RACEWAYS A. Provide permanent, removable cap over each end. B. Provide PVC plug with pull tab for underground raceways with end bells. C. Provide nylon pull cord. D. Identify, as specified in Paragraph IDENTIFICATION DEVICES, with waterproof tags attached to pull cord at each end, and at intermediate pull point. 3.14 IDENTIFICATION DEVICES A. Warning Tape: Install approximately 12 inches above underground or concrete - encased raceways. Align parallel to, and within 12 i nches of, centerline of runs. 3.15 PROTECTION OF INSTALLED WORK A. Protect products from effects of moisture, corrosion, and physical damage during construction. B. Provide and maintain manufactured watertight and dust -tight seals over all conduit openings during construction. C. Touch up painted conduit threads after assembly to cover nicks or scars. - END OF SECTION - CTA Project No. 19-0035-001-01 16120-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 16120 - CONDUCTORS PART 1 - GENERAL 1.01 WORK INCLUDED A. Includes, but not limited to: Furnish and install all wire and cable as indicated in Contract Documents. 1.02 RELATED WORK A Section 16110 - Raceways 1.03 REFERENCE STANDARDS A. National Electrical Code 1.04 REQUIREMENTS OF REGULATORY AGENCIES A. Conform to UL Standards. PART 2 - PRODUCTS 2.01 POWER CONDUCTORS (600-VOLT AND LESS) A. All conductors shall be stranded copper. B. Minimum power conductor size shall be No. 10. C. Conductor insulation shall be type XHHW unless noted otherwise. Branch circuit conductors which run through ballast compartments of lighting fixtures shall be code approved for such use. D. Install permanent phenolic (white on black) nametags at circuit protective devices indicating load fed. E. All insulated wire shall be marked by manufacturer every 24 inches with conductor size and insulation type. 2.02 CABLE, WIRE AND CONNECTORS A. 600 Volt Cable Type "A" Wire and Connectors shall be rated for 600 volts and shall meet the following requirements: 1. Conductors shall be stranded and U.L. rated. 2 All wire shall be brought to the job in unbroken packages and shall bear the date of manufacturing; not older than 12 months. 3. Type of wire shall be XHHW below finished grade and XHHW in dry locations except where required otherwise by the Contract Drawings. 4. No wire smaller than No. 10 gauge shall be used unless specifically indicated. 5. Conductor metal shall be copper. 6. All conductors shall be meggered after installation and insulation must be in compliance with the National Electrical Code. CTA Project No. 19-0035-001-01 16120-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 PART 3 - EXECUTION 3.01 INSTALLATION A. Make parallel conductors equal in length. B. Band groups of conductors together at distribution centers, pullboxes, and wireways. C. Phasing: 1. Phasing for entire facility shall be Phase A, Phase B, and Phase C, with voltage reaching maximum value in that order. Rotation shall be C-B-A. 2. For switchgear, motor control centers, panelboards, and other distribution and motor control equipment, connect phase conductors to terminals in the order A -B-C from left to right, or top to bottom, facing the circuit breakers, motor starters, or panelboards. When not in conflict with the foregoing due to standard arrangement, bus bars in such equipment shall be in the order A-B-C from front to back and top to bottom. 3. For 3-phase, 4-wire receptacles, arrange phase connecting studs clockwise from the front in the order A-B-C ground. 4. For all voltage levels of 3-phase transformers, unless otherwise required, connect Phase A, B, and C to terminals marked 1, 2, and 3, respectively. D. Install wire and cable in conduit. Refer to Section 16111. E. Take care of pulling conductors so that insulation is not damaged. Use UL approved non-petroleum base and insulating-type pulling compound as needed. F. Pull wire in conduit after concrete and masonry work is complete and after moisture is swabbed from conduit. G. Install and test conductors in accordance with manufacturer's recommendations. H. Conductors shall be continuous from outlet to outlet. I. Circuit numbers shall be according to Drawings. J. Where a common neutral is run for two or three "home run" circuits, connect phase conductors to breakers in panels which are attached to separate phases in order that the neutral conductors will carry only the unbalanced current. Neutral conductors shall be of same size as phase conductors unless specifically noted otherwise. K. Run conductors of same circuit in same conduit. L. Run conductors of different voltage systems in separate conduits. M. Do not use heavy mechanical means for pulling conductors. N. Wiring in panels shall be installed in a neat fashion. O. When stripping insulation from conductors, do not score or damage conductor. P. All conductors of No. 10 AWG and smaller shall have solid color insulation or solid color coating. Q. No. 8 AWG and larger conductors shall have either solid color insulation or solid color coating, or stripes, bands or hash marks of the colors indicated above. Stripes, bands or hash marks may be field or factory applied. CTA Project No. 19-0035-001-01 16120-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 PART- 4 4.01 ELECTRICAL IDENTIFICATION A. Color Coding Conductor colors shall be in accordance with the N.E.C., local agencies and NFPA requirements. Refer also to applicable sections of these specifications. Three phase feeder and branch circuits shall be identified as follows: 120/208/240 277/480 A - Black A - Brown B - Red B - Purple C - Blue C - Yellow Neutral - White Neutral - Gray Orange - High Leg Green or bare for grounding conductors Green with yellow trace: Special Grounding B. Nameplates 1. The following items shall be equipped with nameplates: All motors, motor starters, motor control centers, pushbutton stations, control panels, time switches, disconnect or relays in separate enclosures, receptacles, wall switches, panelboards, switchboards, instrumentation cabinets, high voltage boxes and cabinets. All light switches and outlets shall carry a phenolic plate with the supply circuit number engraved. Special electrical systems shall be identified at junction and pull boxes, terminal cabinets and equipment racks. 2. Nameplates shall adequately describe the function of the particular equipment involved. Nameplates for panelboards and switchboards shall include the panel designation, voltage and phase of the supply. For example, "Panel A, 277/480V, 3-phase, 4-wire." The name of the machine on the motor nameplates for a particular machine shall be the same as the one used on all motor starters, disconnect and P.B. station nameplates for that machine. Normal power nameplates shall be laminated phenolic plastic, white front and back with black core, with lettering etched through the outer covering; black engraved letters on white background. Lettering shall be 3/16-inch-high at pushbutton stations, thermal overload switches, receptacles, wall switches and similar devices, where the nameplate is attached to the device plate. At all other locations, lettering shall be 1/4-inch-high, unless otherwise detailed on the Drawings. Nameplates shall be securely fastened to the equipment with No. 4 Phillips, round-head, cadmium plated, steel self -tapping screws or nickel-plated brass bolts. Motor nameplates may be non-ferrous metal not less than 0.03 inch thick, die stamped. In lieu of separate plastic nameplates, engraving directly on device plates is acceptable. Engraved lettering shall be filled with contrasting enamel. Equipment nameplate schedule for all equipment shall be submitted with shop drawing submittal for Engineer's approval. 3. All junction and splice boxes shall be labeled using permanent shipping tags attached to boxes; not covers. C. Wire and Cable Identification All wire and cable shall be identified at each termination point and at each pull box, splice CTA Project No. 19-0035-001-01 16120-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 box, junction box, or manhole. Provide permanent, waterproof, non-metallic heat shrinkable tube cable markers in 3/16-inch letters. D. Signs Warning signs shall comply with OSHA requirements and reasonable safety precautions. E. Underground Identification During backfilling of each exterior underground electrical, signal or communication cable, conduit, or ductbank, install a continuous underground-type plastic with foil backed line, marker, located directly over the buried line at six (6) inches to eight (8) inches below finished grade. - END OF SECTION - CTA Project No. 19-0035-001-01 16450-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 16450 - GROUNDING PART 1 - GENERAL 1.01 REFERENCES A. The following is a list of standards which may be referenced in this section: 1. American National Standards Institute (ANSI): C2, National Electrical Safety Code (NESC). 2. National Fire Protection Association (NFPA): 70, National Electrical Code (NEC). 1.02 SUBMITTALS A. Shop Drawings: 1. Product Data: a. Exothermic weld connectors. b. Mechanical connectors. 1.03 UL COMPLIANCE A. Materials manufactured within scope of Underwriters Laboratories shall conform to UL Standards and have an applied UL listing mark. PART 2 - PRODUCTS 2.01 GROUND ROD A. Material: Copper clad. B. Diameter: 3/4 inch. C. Length: 10 feet. 2.02 GROUND CONDUCTORS A. As specified in Section 16120, CONDUCTORS. 2.03 CONNECTORS A. Exothermic Weld Type: 1. Outdoor Weld: Suitable for exposure to elements or direct burial. 2. Indoor Weld: Utilize low-smoke, low-emission process. 3. Manufacturers: a. Erico Products, Inc.; Cadweld am d Cadweld Exolon. b. Thermoweld. B. Mechanical Type: Split-bolt, saddle, or cone screw type; copper alloy material. 1. Manufacturers: a. Burndy Corp. b. Thomas and Betts Co. CTA Project No. 19-0035-001-01 16450-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 PART 3 - EXECUTION 3.01 GENERAL A. Grounding shall be in compliance with NFPA 70 and ANS I C2. B. Ground electrical service neutral at service entrance equipment to supplementary grounding electrodes. C. Ground each separately derived system neutral to nearest effectively grounded building structural steel member or separate grounding electrode. D. Bond together system neutrals, service equipment enclosures, exposed non-current- carrying metal parts of electrical equipment, metal raceways, ground conductor in raceways and cables, receptacle ground connections, and metal piping systems. E. Shielded Power Cables: Ground shields at each splice or termination in accordance with recommendations of splice or termination manufacturer. F. Shielded Control Cables: 1. Ground shield to ground bus at power supply for analog signal. 2. Expose shield minimum I inch at termination to field instrument and apply heat shrink tube. 3. Do not ground control cable shield at more than one point. 3.02 WIRE CONNECTIONS A. Ground Conductors: Install in conduit containing power conductors and control circuits above 50 volts. B. Nonmetallic Raceways and Flexible Tubing: Install an equipment grounding conductor connected at both ends to non current -carrying grounding bus. C. Connect ground conductors to raceway grounding bushings. D. Extend and connect ground co nductors to ground bus in all equipment containing a ground bus. E. Connect enclosure of equipment containing ground bus to that bus. F. Bolt connections to equipment ground bus. G. Bond grounding conductors to metallic enclosures at each end, and to in termediate metallic enclosures. H. Junction Boxes: Furnish materials and connect to equipment grounding system with grounding clips mounted directly on box, or with 3/8 -inch machine screws. 3.03 GROUND RODS A. Install full length with conductor connect ion at upper end. B. Install with connection point below finished grade, unless otherwise shown. 3.04 CONNECTIONS A. General: 1. Above grade Connections: Use either exothermic weld or mechanical -type connectors. CTA Project No. 19-0035-001-01 16450-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 2. Below grade Connections: Install exothermic weld type connectors. 3. Remove paint, dirt, or other surface coverings at connection p oints to allow good metal-to-metal contact. 4. Notify ENGINEER prior to backfilling ground connections. B. Exothermic Weld Type: 1. Wire brush or file contact point to bare metal surface. 2. Use welding cartridges and molds in accordance with manufa cturer's recommendations. 3. Avoid using badly worn molds. 4. Mold to be completely filled with metal when making welds. 5. After completed welds have cooled, brush slag from weld area and thoroughly clean joint. C. Mechanical Type: 1. Apply homogeneous blend of colloidal copper and rust and corrosion inhibitor before making connection. 2. Install in accordance with connector manufacturer's recommendations. 3. Do not conceal mechanical connections. 3.05 METAL STRUCTURE GROUNDING A. Ground metal sheathing and exposed metal vertical structural elements to grounding system. B. Bond electrical equipment supported by metal platforms to the platforms. C. Provide electrical contact between metal frames and railings supporting pushbutton stations, receptacles, and instrument cabinets, and raceways carrying circuits to these devices. 3.06 MANHOLE AND HANDHOLE GROUNDING A. Install one ground rod inside each. B. Ground Rod Floor Protrusion: 4 to 6 inches above floor. C. Make connections of groundin g conductors fully visible and accessible. D. Connect all non current-carrying metal parts, and any metallic raceway grounding bushings to ground rod with No. 6 AWG copper conductor. 3.07 SURGE PROTECTION EQUIPMENT GROUNDING A. Connect surge arrestor ground terminals to equipment ground bus. 3.08 GROUNDING SYSTEM A. Grounding Conductor: 1. Bury minimum 30” below finished grade. 2. Minimum 2 feet distance from foundation slabs. CTA Project No. 19-0035-001-01 16450-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 B. Interconnect ground rods by direct-buried copper cables. C. Connections: 1. Install ground cables continuous between connections. 2. Exothermic welded connections to ground rods, structural steel, and buried and nonaccessible connections. 3. Provide bolted clamp type mechanical connectors for all exposed secondary connections. 4. Use bolded offset parapet bases or through -roof concealed base assemblies for air terminal connections. 5. Provide electric service arrestor ground wire to water pipe when available. - END OF SECTION - CTA Project No. 19-0035-001-01 16500-1 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 SECTION 16500 - LIGHTING PART 1 - GENERAL 1.01 THE REQUIREMENT A. CONTRACTOR shall furnish and install all lighting Luminaires, labor, and material, in accordance with the preceding specifications, the requirements of this section, and as shown on the drawings. B. Lighting shall be in accordance with the latest requirements of the Illuminating Engineering Society, and all lighting Luminaires shall have the Underwriters Laboratories, Inc. label of approval. C. All wiring shall be placed in conduit and shall comply with the specifications for conduit, outlet boxes, pull and junction boxes, wires and cables, grounding, and other sections as set forth in these specifications and as noted herein. D. Reference Section 16000, Basic Electrical Requirements. 1.02 CODES AND STANDARDS A. The equipment specified herein shall comply with the following codes and standards, where applicable. 1. Underwriter’s Laboratories, Inc. (UL): a. UL 1598 - Luminaires 2. American National Standards Institute (ANSI): a. ANSI C62.41 - Guide for Surge Voltages in Low-Voltage AC Power Circuits 3. National Electrical Code (NEC) 1.03 SUBMITTALS A. In accordance with the procedures and requirements set forth in the General Conditions and Section 01300, submittals, the CONTRACTOR shall obtain from the equipment manufacturer and submit the following: 1. Shop Drawings 2. Operation and Maintenance Manuals 3. Spare Parts Lists 4. Special Tools List 5. LM79 report for each luminaire from a NVLAP accredited photometric laboratory. 6. Photometric layouts are required B. Each submittal shall be identified by the applicable specification section. 1.04 SHOP DRAWINGS A. Each submittal shall be complete in all respects, incorporating all information and data listed herein and all additional information required for evaluation of the proposed equipment’s compliance with the Contract Documents. CTA Project No. 19-0035-001-01 16500-2 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 B. Partial, incomplete or illegible submittals will be returned to the CONTRACTOR for resubmittal without review. C. Shop drawings shall include but not be limited to: 1. Product data sheets. 2. Catalog cuts for each Luminaire type showing performance and construction details of standard Luminaires, and complete working drawings showing all proposed construction details of special or modified standard Luminaires. 3. Photometric curves. 4. Lamp and LED data including efficiency (Efficacy lumens/watt) information. 5. Ballast and LED Driver information 6. Catalog data including applicable coefficients of utilization tables, isolux chart of illumination on a horizontal plane, beam efficiency, horizontal and vertical beam spread, and beam lumens. 7. Custom wiring diagrams for each individual lighting contactor. Standard wiring diagrams that are not custom created by the manufacturer for the individual lighting contactors for this project are not acceptable. One (1) wiring diagram which is typical for all lighting contactors is not acceptable. Each wiring diagram shall include wire identification and terminal numbers. Indicate all devices, regardless of their physical loca tion, on the diagrams. Identify on each respective wiring diagram specific equipment names and equipment numbers consistent with those indicated on the drawings. 8. System (entire Luminaire assembly) efficiency data. 9. Pole calculations. D. Shop drawings shall be submitted to the ENGINEER for review and acceptance for all Luminaires before Luminaires and poles are manufactured. Substitutions will be permitted only if acceptable to the ENGINEER. E. Manufacturer’s catalog number and description in the Lumin aire schedule on the Contract Documents establishes a level of quality, style, finish, etc. The use of a catalog number describing the various types of Luminaires shall be used as a guide only, and does not exclude all the required accessories or hardware that may be required for a complete installation. 1.05 OPERATION AND MAINTENANCE MANUALS A. CONTRACTOR shall submit Operation and Maintenance Manuals in accordance with the procedures and requirements set forth in the General Conditions and Divi sion 1. 1.06 TOOLS, SUPPLIES AND SPARE PARTS A. All spare parts as recommended by the equipment manufacturer shall be furnished to the COUNTY by the CONTRACTOR. The following minimum spare parts shall be furnished: 1. A minimum of one (1) LED driver for eve ry ten (10) drivers (of the same type) installed. CTA Project No. 19-0035-001-01 16500-3 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 B. The spare parts shall be packed in containers suitable for long term storage, bearing labels clearly designating the contents and the pieces of equipment for which they are intended. C. Spare parts shall be delivered at the same time as the equipment to which they pertain. CONTRACTOR shall properly store and safeguard such spare parts until completion of the work, at which time they shall be delivered to the COUNTY. D. Spare parts lists, included with th e shop drawing submittal, shall indicate specific sizes, quantities, and part numbers of the items to be furnished. Terms such as “1 lot of packing material” are not acceptable. E. Parts shall be completely identified with a numerical system to facilitate parts inventory control and stocking. Each part shall be properly identified by a separate number. Those parts which are identical for more than one size, shall have the same parts number. 1.07 LIGHTING CONTROLS A. The lighting systems shall be controlled a s specified herein and indicated on the drawings. B. Lighting contactors shall be furnished and installed for specific lighting control applications as specified herein and indicated on the drawings. PART 2 – PRODUCTS 2.01 MANUFACTURERS A. The equipment covered by this specification is intended to be standard equipment of proven performance as manufactured by reputable concerns. Equipment shall be designed, constructed, and installed in accordance with the best practices of the trade, and shall operate satisfactorily when installed as shown on the drawings. Basis of Design: Holophane Esplande2 P40 3000K series 2.02 LUMINAIRES A. Each luminaire shall bear the Underwriters Laboratories, Inc. label. All lighting Luminaires shall be furnished complete with lamps of the size and type as indicated on the drawings and all fittings and hardware necessary for a complete installation. Lighting Luminaires shall have all parts and fittings necessary to completely and properly install the Luminaires. B. Luminaire leads shall be as required by NEC and shall be grounded by the equipment grounding conductor in the conduit. C. All glassware shall be high quality, homogeneous in texture, uniform in quality, free from defects, of uniform thickness throughout, and properly annealed. Edges shall be well rounded and free from chips or rough edges. D. Luminaires for use in hazardous locations shall be UL 844 Listed. E. Luminaires shall be as specified in the Luminaire schedule located in the contract drawings F. Each Luminaire shall consist of an assembly that utilizes LEDs as the light source. In addition, a complete luminaire shall consist of a housing, LED array, and electronic driver (power supply). CTA Project No. 19-0035-001-01 16500-4 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 G. Each luminaire shall be rated for a minimumTM-21 operational life of 60,000 hours at an average operating time of 11.5 hours per night at 40ºC (104ºF). H. Reported lumen maintenance shall be greater than 96% per TM -21-11 after 60,000 hours of luminaire operation in an ambient environment of 40ºC (104ºF). This data must be TM-21 compliant and derived from the EnergyStar.gov TM-21 Calculator. I. The rated operating temperature range shall be -40°C (-40ºF) to +40°C (104ºF). J. Each luminaire is capable of operating above 104°F (40°C), but not expected to comply with photometric requirements at elevated temperatu res. K. Photometry must be compliant with IESNA LM-79. L. Each luminaire shall meet all parameters of this specification throughout the minimum operational life when operated at the average nighttime temperature. M. The individual LEDs shall be constructed such t hat a catastrophic loss or the failure of one LED will not result in the loss of the entire luminaire. N. Luminaire shall be constructed such that LED modules may be replaced or repaired without replacement of whole luminaire. O. Each luminaire shall be damp o r wet lo cations and shall be listed with Underwriters Laboratory, Inc. under UL1598 for luminaires, or an approved equivalent standard from a nationally recognized testing laboratory. P. Surge Suppression: The luminaire on-board circuitry shall include surg e protection devices (SPD) to withstand high repetition noise transients as a result of utility line switching, nearby lightning strikes, and other interference. The SPD protects the luminaire from damage and failure for common and differential mode transient peak currents up to 10 kA (minimum). SPD conforms to UL 1449. SPD performance has been tested per procedures in ANSI/IEEE C62.41-2:2002 category C high exposure and ANSI C136.2 10kV BIL. The SPD shall fail in such a way as the Luminaire will no long er operate . The SPD shall be field replaceable. Q. RF Interference: LED Drivers must meet Class A emission limits referred in Federal Communications Commission (FCC) Title 47, Subpart B, Section 15 regulations concerning the emission of electronic noise. R. Photometric Requirements 1. Optical Assemblies: LEDs shall be provided with discreet over optical elements to provide an IESNA Type V distribution. Additional distributions for glare control shall be utilized when direct source must be mitigated. Mitigation must take place without external shielding elements. Optical assemblies shall have a minimum efficiency of 85% regardless of distribution type. All LEDs and optical assemblies shall be mounted parallel to the ground. All LEDs shall provide the same optical pattern such that catastrophic failures of individual LEDs will not constitute a loss in the distribution pattern. 2. No more than 1.8% of the total luminaire lumens shall be in the 80º to 90º range and no lumens will be emitted above 90º. BUG rating shall no t exceed B4-U0- G4. 3. Light Color/Quality: The luminaire shall have a correlated color temperature (CCT) of 4,000K +/-275K. The color rendition index (CRI) shall be a nominal 70. 4. 54% of the total luminaire lumens shall be to the street side of the luminaire . CTA Project No. 19-0035-001-01 16500-5 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 5. The optical assembly of the luminaire shall be protected against dust and moisture intrusion per the requirements of IP -66 (minimum) to protect all optical components. S. Thermal Management 1. The thermal management (of the heat generated by the LEDs) shal l be of sufficient capacity to assure proper operation of the luminaire over the expected useful life. 2. The LED manufacturer’s maximum thermal pad temperature for the expected life shall not be exceeded. 3. Thermal management shall be passive by design. The u se of fans or other mechanical devices shall not be allowed. 4. The luminaire shall have a minimum heat sink surface such that LED manufacturer’s maximum junction temperature is not exceeded at maximum rated ambient temperature. 5. The heat sink material shall be alumin um. 2.03 LED DRIVERS A. Drivers shall have a voltage range of (120 -277) +/- 10 percent at a frequency 60Hz. B. All drivers shall be designed to a power factor >90 percent with a total harmonic distortion THD <20 percent at full load. C. Case temperature shall be rated for -40 degrees C through +80 degrees C. D. Drivers shall have overheat protection, self -limited short circuit protection and overload protected. E. Drivers shall be furnished with a fused primary. F. Drivers shall have an output current ripple <30 pe rcent G. Drivers shall have a five (5)-year (50,000 hour) warranty. H. Drivers shall be manufactured by Advance, Universal or equal. I. Drivers shall be UL Listed for damp location, UL879, UL1012, UL935, ROHS. J. Drivers shall meet FCC 47 Sub Part 15. K. All drivers shall be provided with ANSI/IEEE C62.41 Category C (10kV/5kA) surge protection. 2.04 LIGHTING POLES A. Poles shall be designed to withstand calculated wind force based on 1 70 MPH (three (3)-second gust) wind velocity in accordance with the provisions of the Fl orida Building Code without structural damage. B. Pole mounted Luminaires shall be mounted on poles as designated in the Luminaire schedule or as indicated on the drawings. Poles shall have adequate handholes and weatherproof receptacles where indicated. All mounting hardware shall be stainless steel. C. One (1), ¾-inch diameter, 10-foot long, copper-clad steel ground rod shall be driven adjacent to each pole. The pole, steel reinforcement bar in the base, and equipment CTA Project No. 19-0035-001-01 16500-6 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 grounding conductor shall all be bonded to the ground rod as indicated in the standard details. 2.05 LIGHTING CONTROLS A. Lighting contactors shall be as manufactured by Cutler -Hammer, the Square D Company, or General Electric Company. Lighting contactors shall be heavy -duty industrial type with 30A minimum rating and shall have the number of contacts required. Contactor ampere rating shall be increased as required to suit the application. Contactor coil voltage shall be as indicated on the drawings. Contactors shall be the electrically or mechanically held type as indicated on the drawings. Contactors shall include fused integral control power transformers. Any auxiliary relays, or other devices required for proper operation shall be included. Lighting contactor enclosures shall be as follows: 1. Photocells shall be rated for 120 VAC, 1800W, and be provided with ½-inch or ¾-inch threads for box mounting. Photocells shall be Model K4121C by Intermatic, or equal. PART 3 - EXECUTION 3.01 INSTALLATION A. Lighting Luminaires shall be located symmetrically with building lines as shown on the drawings. CONTRACTOR shall furnish and install the lighting Luminaires to allow “convenient” access for maintenance such as cleaning, relamping, and other activities. Where Luminaires are shown in locations on the drawings where m aintenance would be difficult, th e CONTRACTOR shall notify the ENGINEER for direction. B. CONTRACTOR shall provide and install all inserts, conduit, structural supports as required, lamps, ballasts, poles, wiring, and any other items required for a complet e system. CONTRACTOR shall properly adjust and test, to the satisfaction of the ENGINEER, the entire lighting system. C. CONTRACTOR shall protect all Luminaires at all times from damage, dirt, dust, and the like. Before final acceptance, all Luminaires and devices shall be cleaned of all dust, dirt or other material, be fully re -lamped (except LED Luminaires) and in operating condition to the satisfaction of the ENGINEER. D. Circuiting shall be as shown on the drawings and as follows: 1. Loads shall be balanced between phases to within a tolerance . 2. Voltage drop to the most remote lighting Luminaire shall be limited to three (3) percent. E. Luminaires located on the exterior of the building shall be provided with neoprene gasket and non-ferrous metal screws finished to match the Luminaires. F. All lighting units, when installed, shall be set true and be free of light leaks, warps, dents, and other irregularities. All hangers, cables, supports, ch annels, and brackets of all kinds for safely erecting this equipment in place, shall be furnished and erect ed in place by the CONTRACTOR. G. CONTRACTOR shall install Luminaires at mounting heights indicated on the drawings or as instructed by the ENGINEER. Exact pole locations to be verified with City prior to installation. Installation of Luminaires shall be adapted to field conditions as determined by the ENGINEER. CTA Project No. 19-0035-001-01 16500-7 Golden Shores Street Lighting October 12, 2020 SIB Bid No. 20-09-01 H. CONTRACTOR shall support each Luminaire securely. Each Luminaire shall be secured to the building structure. CONTRACTOR shall not secure Luminaires to the work of other trades, unless specified or noted otherwise, and shall not support Luminaires from plaster. CONTRACTOR shall furnish and install all poles, foundations, and supports as required to fasten and suspen d Luminaires. I. CONTRACTOR shall furnish and install time switches and photocells as specified herein or indicated on the drawings. Time switches shall be provided with a manual bypass switch controlling the lights locally and remotely. Time switches shall control contactors, relays, or direct controlling of one (1), two (2), or three (3) lighting circuits, as indicated. CONTRACTOR shall furnish and install photocells as specified herein or indicated on the drawings for automatic “ON/OFF” switching of outdoor lighting. 3.02 TESTING A. All tests shall be performed in accordance with the requirements of the General Conditions and Division 1. The following tests are required: 1. Certified Shop Tests a. The lighting Luminaires shall be given routine factory tests in accordance with the requirement of ANSI, NEMA and Underwriters Laboratories standards. 2. Field Tests a. Field testing shall be done in accordance with the requirements specified in the General Conditions, Division 1, and NETA Acceptance Testing Specifications, latest edition. - END OF SECTION -