OLLIER
OUNTY
RAFFIC
PERATIONS
ROADWAY LIGHTING TECHNICAL SPECIAL PROVISIONS TO THE STATE OF FLORIDA DEPARTmENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND bRIDGE CONSTRUCTION AND STATE OF FLORIDA DEPARTmENT OF TRANSPORTATION DESIGN STANDARDS
TRANSPORATION SERVICES DIVISION 2885 HORSESHOE DRIVE SOUTH NAPLES, FLORIDA 34104 Revised 12-08-09
PURPOSE: All work associated with the installation of Roadway Lighting shall conform to current Florida Department of Transportation (FDOT), National Electrical Codes (NEC), and this supplement. GENERAL INSTALLATION AND MAINTENANCE REQUIREMENTS: All work is to be performed in a workmanlike workmanlike manner. manner. It is the Contractor’s responsibility responsibility to provide the the labor, skilled in the appropriate areas, areas, necessary to provide an acceptable and professional professional finished product. The Contractor and his personnel shall have, at all times, all the necessary paperwork needed to complete the job. It is expected that plumb surfaces shall be plumb. Spacing of multiple components, such as conduit stubs or straps, shall be in equal increments. All materials materials shall be new or in like-new like-new condition. The Collier Collier County County Roadway Roadway Lighting/Signal Lighting/Signal Inspector assigned to the project shall have the authority to make final determinations on whether workmanship, materials, and/or final product(s) meet the specifications contained herein. A local permanent telephone number where trouble-calls can be received on a 24 hour basis shall be provided by the Contractor. During all working hours, the Contractor shall have a responsible, English-speaking superintendent on the project with the capabilities and authority required by FDOT Specifications, Section 5-8. Licensed Electricians Electricians shall supervise all electrical service type work. RESPONSIBILITIES OF ROADWAY LIGHTING/SIGNAL CONTRACTOR PERSONNEL: Collier County Traffic Operations Department Inspection Staff shall be notified in writing either via form letter (To: Collier county Traffic Operations, At: 2885 Horseshoe Drive South, Naples, FL34104) or e-mail (
[email protected] [email protected])) a minimum of 72 Hours prior to the commencement of jobs that include overhead or underground work that will be conducted as part of construction or maintenance projects within Collier County or State road right-of way within Collier County. Collier County Traffic Operations Department Inspection Inspection Staff shall also be notified either via form letter or e-mail a minimum of 12 Hours prior to any and all daily work to be performed throughout the entire length of construction or maintenance projects. projects. Any changes that necessitate the rescheduling rescheduling of work that has been previously scheduled shall be provided in writing via e-mail no later than the morning that it was to be performed. Collier County Traffic Operations Department Inspection Staff has the full authority to shut down any and all overhead or underground work that has failed to comply with the aforementioned requisites. Collier County reserves the right to redirect the termination point(s) of any or all conduit(s) from what is shown on the plans. If the quantity of materials is increased, the Contractor Contractor shall be compensated according according to the per unit price of this change. The Contractor shall be responsible for coordinating with all utilities having overhead or underground facilities in close proximity or possible possible conflict with the Contractor’s Contractor’s excavations and underground underground cable installation. installation. The contractor shall notify all utility companies and maintaining agencies seventy-two (72) hours in advance of commencing work. Hand-digging will be required in all areas where the utilities utilities stake or locate a possible conflict, or where hand-digging is specified specified on the plans. The exact locations of utilities utilities shall be determined by the Contractor when necessary, during construction. All overhead installations must meet a minimum four foot separations to communications communications lines (both vertically vertically and horizontally), minimum ten foot separations to guys or neutrals (both vertically and horizontally), and meet and/or exceed all other OSHA requirements as may be determined by OSHA clearance requirements and/or formulas relevant to overhead lines clearances and/or separations requirements (both vertically and horizontally), and all underground crossings shall be placed at a minimum depth of thirty-six inches (36”) below the pavement and/or a minimum depth of twenty-four twenty-four inches (24”) below below the designed roadside ditch ditch or swale invert. invert. Primary cable (voltage exceeding exceeding 500 volts) shall have minimum minimum thirty-six (36”) cover. Secondary cable (voltage (voltage less than 500 volts) shall have a minimum thirty-inch thirty-inc h (30”) cover. Exception may be made by authority authorit y of the Engineering Services Department or the Transportation Operations Department for good cause shown. Traffic shall be maintained in accordance with the “Manual on Uniform Traffic Control Devices” and “Roadway and Traffic Design Standards” and as designated in the plans. CONCEALED WORK: All work which will not be readily visible upon completion shall not be concealed until a County Roadway Lighting/Signal Lighting/Signal Inspector gives approval. In the event the following items are concealed, it will be the Contractor’s Contractor’s responsibility to expose the questioned item(s) item(s) for the Inspectors’ approval, at no additional cost to the County. This includes, but is not limited to: Buried or imbedded conduit, grounding conductors, ground rods, and grounding arrays.
PURPOSE: All work associated with the installation of Roadway Lighting shall conform to current Florida Department of Transportation (FDOT), National Electrical Codes (NEC), and this supplement. GENERAL INSTALLATION AND MAINTENANCE REQUIREMENTS: All work is to be performed in a workmanlike workmanlike manner. manner. It is the Contractor’s responsibility responsibility to provide the the labor, skilled in the appropriate areas, areas, necessary to provide an acceptable and professional professional finished product. The Contractor and his personnel shall have, at all times, all the necessary paperwork needed to complete the job. It is expected that plumb surfaces shall be plumb. Spacing of multiple components, such as conduit stubs or straps, shall be in equal increments. All materials materials shall be new or in like-new like-new condition. The Collier Collier County County Roadway Roadway Lighting/Signal Lighting/Signal Inspector assigned to the project shall have the authority to make final determinations on whether workmanship, materials, and/or final product(s) meet the specifications contained herein. A local permanent telephone number where trouble-calls can be received on a 24 hour basis shall be provided by the Contractor. During all working hours, the Contractor shall have a responsible, English-speaking superintendent on the project with the capabilities and authority required by FDOT Specifications, Section 5-8. Licensed Electricians Electricians shall supervise all electrical service type work. RESPONSIBILITIES OF ROADWAY LIGHTING/SIGNAL CONTRACTOR PERSONNEL: Collier County Traffic Operations Department Inspection Staff shall be notified in writing either via form letter (To: Collier county Traffic Operations, At: 2885 Horseshoe Drive South, Naples, FL34104) or e-mail (
[email protected] [email protected])) a minimum of 72 Hours prior to the commencement of jobs that include overhead or underground work that will be conducted as part of construction or maintenance projects within Collier County or State road right-of way within Collier County. Collier County Traffic Operations Department Inspection Inspection Staff shall also be notified either via form letter or e-mail a minimum of 12 Hours prior to any and all daily work to be performed throughout the entire length of construction or maintenance projects. projects. Any changes that necessitate the rescheduling rescheduling of work that has been previously scheduled shall be provided in writing via e-mail no later than the morning that it was to be performed. Collier County Traffic Operations Department Inspection Staff has the full authority to shut down any and all overhead or underground work that has failed to comply with the aforementioned requisites. Collier County reserves the right to redirect the termination point(s) of any or all conduit(s) from what is shown on the plans. If the quantity of materials is increased, the Contractor Contractor shall be compensated according according to the per unit price of this change. The Contractor shall be responsible for coordinating with all utilities having overhead or underground facilities in close proximity or possible possible conflict with the Contractor’s Contractor’s excavations and underground underground cable installation. installation. The contractor shall notify all utility companies and maintaining agencies seventy-two (72) hours in advance of commencing work. Hand-digging will be required in all areas where the utilities utilities stake or locate a possible conflict, or where hand-digging is specified specified on the plans. The exact locations of utilities utilities shall be determined by the Contractor when necessary, during construction. All overhead installations must meet a minimum four foot separations to communications communications lines (both vertically vertically and horizontally), minimum ten foot separations to guys or neutrals (both vertically and horizontally), and meet and/or exceed all other OSHA requirements as may be determined by OSHA clearance requirements and/or formulas relevant to overhead lines clearances and/or separations requirements (both vertically and horizontally), and all underground crossings shall be placed at a minimum depth of thirty-six inches (36”) below the pavement and/or a minimum depth of twenty-four twenty-four inches (24”) below below the designed roadside ditch ditch or swale invert. invert. Primary cable (voltage exceeding exceeding 500 volts) shall have minimum minimum thirty-six (36”) cover. Secondary cable (voltage (voltage less than 500 volts) shall have a minimum thirty-inch thirty-inc h (30”) cover. Exception may be made by authority authorit y of the Engineering Services Department or the Transportation Operations Department for good cause shown. Traffic shall be maintained in accordance with the “Manual on Uniform Traffic Control Devices” and “Roadway and Traffic Design Standards” and as designated in the plans. CONCEALED WORK: All work which will not be readily visible upon completion shall not be concealed until a County Roadway Lighting/Signal Lighting/Signal Inspector gives approval. In the event the following items are concealed, it will be the Contractor’s Contractor’s responsibility to expose the questioned item(s) item(s) for the Inspectors’ approval, at no additional cost to the County. This includes, but is not limited to: Buried or imbedded conduit, grounding conductors, ground rods, and grounding arrays.
TABLE of conTEnTs TEcHnIcAL sPEcIAL PRoVIsIons To THE sTATE of fLoRIdA dEPARTmEnT of TRAnsPoRTATIon sTAndARd sPEcIfIcATIons foR RoAd And BRIdgE consTRucTIon And sTATE of fLoRIdA dEPARTmEnT of TRAnsPoRTATIon dEsIgn sTAndARds
GENERAL NOTES ………………………………… …………………………………………………………… …………………………….… ….… 3 TECHNICAL SPECIAL PROVISIONS ……………………………… ………………………………………….... ………….... 4 Section 4 - Scope of the Work ………………………………….…………….. ………………………………….…………….. 4 Section 101 – Mobilization ……………………………………… ……………………………………………………… ……………… 5 Section 102 – Maintenance of Traffic …………………………………………… …………………………………………… 6 Section 104 – Prevention, Control, and Abatement of Erosion and Water Pollution…………………….………............... Pollution…………………….………............... 6 Section 110 – Clearing and Grubbing ………………………….…… ………………………….……………….. ………….. 7 Section 520 – Concrete Gutter, Curb Elements, and Traffic Separator ……………………….……………… ……………………….………………………… ………… 7 Section 522 – Concrete Sidewalk …………………………..…… …………………………..…………………… ……………… 8 Section 555 – Directional Bore ………………………………… …………………………………….…………… ….…………… 8 Section 575 – Sodding …………………………… ………………………………………….…………… …………….………………. …. 9 Section 715 – Highway Lighting System ………………………………............. ………………………………............. 10 Pole Wiring Detail CCTO 03-200 ……………………………………………… ……………………………………………… 19 Dual Arm Pole Wiring Detail CCTO 08-202 …………………………………... …………………………………... 20 State Highway Pole Wiring Detail CCTO 06-4184 …...........................……….. 21 Service Point Detail CCTO 03-201 ………………………………… …………………………………………….. ………….. 22 Standard Roadway Lighting ………………………………… ……………………………………………………. …………………. 23 Lumec Decorative Streetlight Assembly CCTO 03-204 ....... ................................ 24 Lumec Decorative Pole Wiring Detail CCTO 03-204A ……………………….. ……………………….. 25 Valmont / AAL Lighting CCTO 03-205 …………...…………………………… 26 Mediterra / Livingston Rd. CCTO 03-206 ……………………………………… 27 Immokalee MSTU Lighting / Lumec CCTO 03-207 03-20 7 …………………………… 28 Screw Base Foundation Elevation Adjustment CCTO 03-208 …………………. 29 Directional Bore Method of Payment CCTO 04-327……………………………. 30 Standard Roadway Lighting Pole Damage Report CCTO 04-221 ……………… 31 Roadway Lighting Time and Equipment Report CCTO 04-221A …………........ 32 Lumec Light Assembly Damage Report CCTO 04-225 0 4-225 ………………….......… 33 Livingston Rd. Valmont / AAL Damage Report R eport CCTO 04-222 ……………...… 34 Livingston Rd. Mediterra LUMEC/Hapco Damage Report CCTO 04-223…...… 35 Pruning Guide for Trees Located Near Streetlights S treetlights IESNA DG-4-03 ………….. 36 Roadway Lighting Components – Stock Ordering Descriptions …………….…..37
TRAnsPoRATIon sERVIcEs dIVIsIon 2885 HoRsEsHoE dRIVE souTH nAPLEs, fLoRIdA 34104 12-08-09
COLLIER COUNTY ROADWAY LIGHTING GENERAL NOTES 1.
Except as noted on the Engineering Design Plans, all work shall be in accordance with the latest versions of the State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction, the State of Florida Department of Transportation Design Standards, and Collier County Traffic Operations Design Standards Latest Edition.
2.
Prior to any equipment order, the contractor shall submit for approval by the Project Manager, Traffic Operations Department, Transportation Services Division, equipment specifications and design data for all material proposed for the project. These must specifically include: a. Luminaire (Cobra Head, Full Cutoff Optics Type II Preferred, Type III Acceptable): General Electric 400 watt MDCL=M400A-40-S-5-A-1-2-F-MC2-1; 250 watt MDCL=M400A-25-S-5-A-1-2-F-MC2-1 b. Pole Shop Drawings with Arm(s) per FDOT Qualified Products List (QPL). c. Transformer Base Shop Drawings (Hinged Access Doors are Not Approved) d. Fuse Holder, Fuse, Fuse Neutral, and Secondary Surge Arrester at Transformer Base (Cast In-Place Ground Wire Is NOT Approved. Approved. Min. ½” PVC Conduit Required); e. Precast Concrete Foundation (Cast Screw Type Foundations Are Not Approved. f. Service Point Load Center Enclosure, Secondary Surge Arrester at service point entrance, and Support Post with Electric Meter Socket and Stainless Steel Disconnect Safety Switch per CCTO 03-201. g. Pull Box with Lid (Strongwell Pull Box PG1324BA12 with Heavy Duty Lid PG1324HA00 or equivalent) equivalent) h. Control Panels and Contactors shall be ITE or Square D Brand or approved approved equivalent. Enclosure shall be stainless steel E-BOX Catalog No. S36248N4X with Vertical 36 inch Hinge on the Left Side or approved equivalent. equivalent.
3.
House side light trespass and glare shall be held to a minimum while providing maximum light to the roadway.
4.
All electrical work shall meet the requirements of the latest editions of the Collier County Roadway Lighting Design Standards Technical Special Provisions, National Electrical Code, The State of Florida Department of Transportation Design Standards, and The State of Florida Standard Specifications for Road and Bridge Construction.
5.
Conductors shall be THWN Stranded Minimum AWG 6: HOT =Red or Black; Neutral= White or Gray; Ground =Green.
6.
Conduit Installation per FDOT Index 17721 and 17501 17501 (Pulling Bells are Required). Conduit routing shall be pole to pole maintaining pole setback distance from edge of pavement. Any cable routing in locations where guardrail is proposed shall shall be 2 foot in front of the standard guardrail position.
7.
Payment for conduit shall include cost of trenching and/or boring and all conduit and Pulling Bells. See FDOT Section 555 and CCTO 04-327 Directional Bore Method of Payment.
8.
At all pull boxes and pole bases ends of conduit shall be a minimum of 2 inches above the foundation and sealed in accordance with Section 630 of the Standard Specifications for Road and Bridge Construction.
9.
Furnish and Install a Black 4 inch Series Series “C” number for each pole as indicated indicated on the Pole Data Sheet. Pole number shall be placed at approximately br east height 45 degrees fro m perpendicular to ro adway and visible in the dir ection of the tr avel lane. Two Digit Numbers Shall Be Placed Horizontal. Three Digit Numbers Shall Be Placed Vertical. (Green, Black, & Blue coated poles shall have a White 4 inch Series “C” number for each pole as indicated on drawing.)
10. Sod used in the restoration of disturbed earth shall match existing ground cover and be dug-in or rolled as required to match the existing grade. 11. One inch of water per week shall be required for a minimum of four (4) consecutive weeks for the purpose of establishing sod. This can be waived during construction, if and only if there is a minimum of one inch of rain per week on all sod on the project. 12. Before final acceptance, contractor shall provide 2 sets of full size as-built plans to the Traffic Operations Section of the Transportation Operations Department. 13. Contractor shall be responsible responsible for contacting all utility companies prior to any underground work. work. The Utility Company will locate and identify their facilities. 14. Contractor shall be responsible for all workmanship and defective components for a period of one (1) year after final acceptance.
Revised: December 8, 2009 CCTO 03-104
(3)
TECHNICAL TECHNICAL SPECIAL PROVISIONS PROVISIONS ROADWAY L IGHTING - TRAFFIC OPERATIONS DEPARTMENT
The Following technical specification sections apply to Collier County Roadway Lighting Specifications and are based on FDOT Specifications; correspond with the Price Proposal List; and are summarized from the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 2007 for this project and do not contain the complete specification. See the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 2007 for the specifications in their entirety. SECTION 4 SCOPE OF THE WORK 4-1 Intent of Con tract.
The intent of the Contract is to provide for the removal of the existing sidewalk and construction of a new sidewalk with a broom finish; eliminating unused driveway aprons and Installing Type F Curb and Gutter; installing a roadway lighting system and completion in every detail of the work in compliance with Collier County Roadway Lighting Specifications, FDOT Design Standards, and FDOT Standard Specifications for Road and Bridge Construction, Construction, 2007. Furnish all Labor, Materials, Equipment, Transportation, Maintenance of Traffic (MOT), Supplies, and any or all other items required to complete the work as shown and described in the Plans as prepared by ____ (company/firm)_____ (company/firm)_____ on _____(roadway)_____ from ___(roadway) ___ ___ to ___(roadway)__ and ___(roadway)__ and in accordance with the Contract Documents and Specifications. Be advised that Utility Manholes, Pull Boxes, and Gas & Water Main Valve Boxes exist in the sidewalk and it will be the contractor’s responsibility to protect and/or replace, and adjust these items to the finished sidewalk grade as a part of the ___________ project. Wood, Brick, and Chainlink Chainlink fences exist along some sections of the work area and it will be the contractor’s responsibility to protect and/or restore these items as necessary to leave leave the site in equal or better condition to complete the project. This work will all be considered incidental to the construction of the _________ project and will not include a separate pay item. It is the County’s intent to award this project to a single firm. 4-3.2 4-3.2 Incr Incr ease, ease, Decrease Decrease or Alt eration i n th e Work Work :
The Engineer reserves the right to make alterations in the character of the work which involve a substantial change in the nature of the design or in the type of construction or which materially increases or decreases the cost or time of performance. Such alteration shall not constitute a breach of Contract, shall not invalidate the Contract or release the Surety. The Engineer may direct in writing that the work work be done and, at the Engineer’s sole discretion, the Contractor will be paid pursuant to an agreed Supplemental Agreement or in the following manner: (a) Labor: The Contractor will receive payment for direct labor and burden on the actual costs of the additional or unforeseen work, plus a mark-up of 25%. (b) Materials and Supplies: For materials accepted by the Engineer and used on the project, the Contractor will receive the actual cost of such materials incorporated into the work, including Contractor paid transportation charges (exclusive of equipment as hereinafter set forth), plus 17.5%. For supplies reasonably needed for performing the work, the Contractor will receive the actual cost of such supplies, plus 17.5%. (c) Equipment: For any machinery or special equipment (other than small tools), including fuel and lubricant, the Contractor will receive 100% of the “Rental Rate Blue Book” for the actual time that such equipment is in operation on the work, and 50% of the “Rental Rate Blue Book” for the time the equipment is directed to standby and remain on the project site, to be calculated as indicated below. The equipment rates will be based on the latest edition (as of the date the work to be performed begins) of the “Rental Rate Blue Book for Construction Equipment” or the “Rental Rate Blue Book for Older Construction Equipment,” whichever is applicable, as published by Machinery Information Division of PRIMEDIA Information, Inc. (version current at the time of bid), using all instructions and adjustments contained therein and as modified below. On all projects, the Engineer will adjust the rates using regional adjustments and Rate Adjustment Tables according to the instructions in the Blue Book. Allowable Equipment Rates will be established as set out below: (1) Allowable Hourly Equipment Rate = Monthly Rate/176 x Adjustment Factors x 100%. (2) Allowable Hourly Operating Cost = Hourly Operating Cost x 100%. 4
(3) Allowable Rate Per Hour = Allowable Hourly Equipment Rate + Allowable Hourly Operating Cost. (4) Standby Rate = Allowable Hourly Equipment Rate x 50%. The Monthly Rate is The Basic Machine Rate Plus Any Attachments. Standby rates will apply when equipment is not in operation and is directed by the Engineer to standby at the project site when needed again to complete work and the cost of moving the equipment will exceed the accumulated standby cost. Standby rates will not apply on any day the equipment operates for eight or more hours. Standby payment will be limited to only that number of hours which, when added to the operating time for that day equals eight hours. Standby payment will not be made on days that are not normally considered work days on the project. The Department will allow for the cost of transporting the equipment to and from the location at which it will be used. If the equipment requires assembly or disassembly for transport, the Department will pay for the time to perform this work at the rate for standby equipment. In addition to the compensation provided in this (c), as described above, the Department will allow a 7.5% mark-up thereon. (d) The Contractor will be allowed a markup of 10% on the first $50,000 and a markup of 5% on any amount over $50,000 on any subcontract directly related to the additional or unforeseen work. A subcontractor mark-up will be allowed only by the prime Contractor and a first tier subcontractor. (e) General Liability Insurance and Bond: The Contractor will receive a mark-up of 1.5% on the overall total cost of the additional or unforeseen work for insurance and bond. In addition, in the instance of subcontractor performed work only, the subcontractor may receive a mark-up of up to and including not more than 1.5% on the overall total cost of the subcontracted additional or unforeseen work for insurance and bond; provided, however, that such subcontractor mark-up for subcontractor insurance and bond will only be paid upon presentment to the Department of clear and convincing proof that the subcontractor has actually provided and paid for separate liability and bond premiums for such additional or unforeseen work in such amount. The markups in (a), (b), (c) and (e) above include all indirect costs and expenses of the Contractor, including but not limited to overhead of any kind, and reasonable profit. The monetary compensation provided for above constitutes full and complete payment for such additional work and the Contractor shall have no right to any additional monetary compensation for any direct or indirect costs or profit for any such additional work beyond that expressly provided above. The Contractor shall be entitled to a time extension only to the extent that the performance of any portion of the additional work is a controlling work item and the performance of such controlling work item actually delays completion of the project due to no fault of the Contractor. All time related costs for actual performance of such additional work are included in the compensation already provided above and any time extension entitlement hereunder will be without additional monetary compensation. The Contractor shall have no right to any monetary compensation or damages whatsoever for any direct or indirect delay to a controlling work item arising out of or in any way related to the circumstances leading up to or resulting from additional work, except (a) as is provided above when the performance of any portion of the additional work is a controlling work item and the performance of such controlling work item actually delays completion of the project due to no fault of the Contractor or (b) only as provided for under Section 5-12.6.2.1 and 5-12.6.2.2. Basis of Payment. Item No. 4-3.2.1 Natural Gas Main Relocation Item No. 4-3.2.2 Natural Gas Service Relocation Item No. 4-3.2.3 Potable Water Main Relocation Item No. 4-3.2.4 Potable Water Service and Meter Relocation SECTION 101 MOBILIZATION 101-1 Descr ipt ion .
Perform preparatory work and operations in mobilizing for beginning work on the project, including, but not limited to, 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, and sanitary and other facilities. Include the costs of bonds and any required insurance and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials. 101-2 Basis of Payment. 101-2.1 Item No. 101- 1- Mobilization - lump sum.
5
SECTION 102 MAINTENANCE OF TRAFFIC 102-1 Descr ipt ion .
Maintain traffic within the limits of the project for the duration of the construction period, including any temporary suspensions of the work. Construct and maintain detours. Provide facilities for access to residences, businesses, etc., along the project. Furnish, install and maintain traffic control and safety devices during construction. Furnish and install work zone pavement markings for maintenance of traffic in construction areas. Provide any other special requirements for safe and expeditious movement of traffic specified on the plans. Maintenance of Traffic includes all facilities, devices and operations as required for safety and convenience of the public within the work zone. Do not maintain traffic over those portions of the project where no work is to be accomplished or where construction operations will not affect existing roads. Do not obstruct or create a hazard to any traffic during the performance of the work, and repair any damage to existing pavement open to traffic. Include the cost of any work that is necessary to meet the requirements of the Contract Documents under the MOT pay item when there is not a pay item provided. 102-13.23 Payment It ems: Payment will be made under: Item No. 102- 1- Maintenance of Traffic - lump sum. SECTION 104 PREVENTION, CONTROL, AND AB ATEMENT OF EROSION AND WATER POLLUTION 104-1 Descri pti on.
Provide erosion control measures on the project and in areas outside the right-of-way where work is accomplished in conjunction with the project, so as to prevent pollution of water, detrimental effects to public or private property adjacent to the project right-of-way and damage to work on the project. Construct and maintain temporary erosion control features or, where practical, construct and maintain permanent erosion control features as shown in the plans or as may be directed by the Engineer. 104-2 General. Coordinate the installation of temporary erosion control features with the construction of the permanent erosion control features to the extent necessary to ensure economical, effective, and continuous control of erosion and water pollution throughout the life of the Contract. Due to unanticipated conditions, the Engineer may direct the use of control features or methods other than those included in the original Contract. In such event, the Department will pay for this additional work as unforeseeable work. 104-3 Control of Contractor’s Operations Which May Result in Water Pollution. Prevent pollution of streams, canals, lakes, reservoirs, and other water impoundments with fuels, oils, bitumens, calcium chloride, or other harmful materials. Also, conduct and schedule operations to avoid or otherwise minimize pollution or siltation of such water impoundments, and to avoid interference with movement of migratory fish. Do not dump any residue from dust collectors or washers into any live stream. Restrict construction operations in rivers, streams, lakes, tidal waters, reservoirs, canals, and other water impoundments to those areas where it is necessary to perform filling or excavation to accomplish the work shown in the plans and to those areas which must be entered to construct temporary or permanent structures. As soon as conditions permit, promptly clear rivers, streams, and impoundments of all obstructions placed therein or caused by construction operations. Do not frequently ford live streams with construction equipment. Wherever an appreciable number of stream crossings are necessary at any one location, use a temporary bridge or other structure. Except as necessary for construction, do not deposit excavated material in rivers, streams, canals, or impoundments, or in a position close enough thereto, to be washed away by high water or runoff. Where pumps are used to remove highly turbid waters from enclosed construction areas such as cofferdams or forms, treat the water by one or more of the following methods prior to discharge into State waters: pumping into grassed swales or appropriate vegetated areas or sediment basins, or confined by an appropriate enclosure such as turbidity barriers when other methods are not considered appropriate. Do not disturb lands or waters outside the limits of construction as staked, except as authorized by the Engineer. Obtain the Engineer’s approval for the location of, and method of operation in, borrow pits, material pits, and disposal areas furnished for waste material from the project (other than commercially operated sources) such that erosion during and after completion of the work will not result in probability of detrimental siltation or water pollution. 104-10 Basis of Payment. Prices and payments will be full compensation for all work specified in this Section, including construction and routine maintenance of temporary erosion control features and for mowing. Any additional costs resulting from compliance with the requirements of this Section, other than construction, routine maintenance, and removal of temporary erosion control features and mowing, will be included in the 6
Contract unit prices for the item or items to which such costs are related. The work of Grassing or Sodding designated as a temporary erosion control feature in accordance with 104-6.4.2 or 104-6.4.3 will be paid for under the appropriate pay items specified in Sections 570 and 575. Separate payment will not be made for the cost of constructing temporary earth berms along the edges of the roadways to prevent erosion during grading and subsequent operations. The Contractor shall include these costs in the Contract prices for grading items. Additional temporary erosion control features constructed as directed by the Engineer will be paid for as unforeseeable work. In case of repeated failure on the part of the Contractor to control erosion, pollution, or siltation, the Engineer reserves the right to employ outside assistance or to use the Department’s own forces to provide the necessary corrective measures. Any such costs incurred, including engineering costs, will be charged to the Contractor and appropriate deductions made from the monthly progress estimate. Payment will be made under: Item No. 104-10- Baled Hay or Straw - each. Item No. 104-13- Staked Silt Fence - per foot. SECTION 110 CLEARING AND GRUBBING 110-1 Descri pti on.
Clear and grub within the areas of the roadway right-of-way and of borrow pits, sand-clay base material pits, lateral ditches, and any other areas shown in the plans to be cleared and grubbed. Remove and dispose of all trees, stumps, roots and other such protruding objects, buildings, structures, appurtenances, existing flexible asphalt pavement, and other facilities necessary to prepare the area for the proposed construction. Remove and dispose of all product and debris not required to be salvaged or not required to complete the construction. Also, perform certain miscellaneous work the Engineer considers necessary for the complete preparation of the overall project site, as follows: (a) Plug any water wells that are encountered within the right-of-way and that are to be abandoned. (b) Level the terrain outside the limits of construction for purposes of facilitating maintenance and other post-construction operations in accordance with 110-10.3. (c) Trim trees and shrubs within the project right-of-way that are identified in the Contract Documents. Meet the requirements for such miscellaneous work as specified in 110-10. 110-7 Removal of Existi ng Pavement. Remove and dispose of existing rigid portland cement concrete pavement, sidewalk, slope pavement, ditch pavement, asphalt pavement, curb, and curb and gutter etc., where shown in the plans or ordered by the Engineer to be removed or where required because of the construction operations. Any dam age to existing concrete curb and gutter or existing pavement shall be repaired at the contractor’s expense. Repairs s hall be made as directed by the engineer and to the sati sfacti on of the engineer. The cost of any sawcutt ing requir ed to remove the existing sid ewalk shall be included in the cost of sidewalk removal. 110-12.7 Payment Items: Payment will be made under: Item No. 110- 4- Removal of Existing Pavement - per square yard. SECTION 520 CONCRETE GUTTER, CURB EL EMENTS, AND TRAFFIC SEPARA TOR 520-1 Descri pti on.
Construct portland cement concrete Type F curb and gutter, concrete traffic separator, valley gutter, special concrete gutter, and any other types of concrete curb not specified in other Sections. 520-2 Materials . 520-2.1 Concrete: Use Class I concrete meeting the requirements of Section 347. 520-2.2 Reinforcement: For all steel reinforcement required by the plans, meet the requirements of Section 415. 520-2.3 Joint Materials : Meet the requirements of Section 932. 520-12 Basis of Payment. 520-12.1 General: Price and payment will be full compensation for all work specified in this Section. 520-12.5 Payment Items: Payment will be made under: Item No. 520- 1- Concrete Curb and Gutter - per foot.
7
SECTION 522 CONCRETE SIDEWALK (Bro om Finis h Requi red o n All Secti ons ) 522-1 Descri pti on. Construct concrete sidewalks and sidewalk curb ramps as specified in the Roadway Lighting System and Sidewalk Replacement Plans as prepared by HNTB Corporation . Broom Finish Required on all sections inclu ding the spread footer for the light p ole foundation. 522-2 Materials .
Meet the requirements specified in 520-2. 522-3 Forms. Provide forms as specified in 520-3. 522-4 Foundation. Compact fill areas, including cut areas under the sidewalk that have been excavated more than 6 inches [150 mm] below the bottom of sidewalk, to a minimum of 95% of AASHTO T 99 density. The area to be compacted is defined as that area directly under the sidewalk and 1 foot [300 mm] beyond each side of the sidewalk when right-of-way allows. 522-5 Joint s. 522-5.1 Expansion Joints: Form 1/2 inch [13 mm] expansion joints between the sidewalk and the curb or driveway or at fixed objects and sidewalk intersections with a preformed joint filler meeting the requirements specified in 932-1.1. 522-5.2 Contraction Joints: 522-5.2.1 Types: The Contractor may use open type or sawed contraction joints. 522-5.2.2 Open-Type Joints: Form open type contraction joints by staking a metal bulkhead in place and depositing the concrete on both sides. After the concrete has set sufficiently to preserve the width and shape of the joint, remove the bulkhead. After finishing the sidewalk over the joint, edge the slot with a tool having a 1/2 inch [13 mm] radius. 522-5.2.3 Sawed Joints: If electing to saw the contraction joints, cut a slot approximately 3/16 inch [5 mm] wide and not less than 1 1/2 inches [40 mm] deep with a concrete saw after the concrete has set, and within the following periods of time: Joints at not more than 30 feet [9 m] intervals ......................................................within 12 hours after finishing. Remaining joints ...........................within 96 hours after finishing. 522-10 Basis of Payment. Price and payment will be full compensation for all work specified in this Section. Excavation will be paid for under the items for the grading work on the project. Payment will be made under: Item No. 522- -1 4 inch Concrete Sidewalk - per square yard. Item No. 522- -2 6 inch Concrete Sidewalk - per square yard. SECTION 555 DIRECTIONAL B ORE 555-1 Descri pti on. 555-1.1 Scope of Work: The work specified in this Section documents the approved construction
methods, procedures and materials for Directional Boring, also commonly called Horizontal Directional Drilling (HDD). 555-1.2 General: HDD is a trenchless method for installing a product that serves as a conduit for liquids, gasses, or as a duct for pipe, cable, or wire line products. It is a multi-stage process consisting of site preparation and restoration, equipment setup, and drilling a pilot bore along a predetermined path and then pulling the product back through the drilled space. When necessary, enlargement of the pilot bore hole may be necessary to accommodate a product larger than the pilot bore hole size. This process is referred to as back reaming and is done at the same time the product is being pulled back through the pilot bore hole. Accomplish alignment of the bore by proper orientation of the drill bit head as it is being pushed into the ground by a hydraulic jack. Determine orientation and tracking of the drill bit by an above ground radio detection device which picks up a radio signal generated from a transmitter located within the drill bit head. Then electronically translate the radio signal into depth and alignment. In order to minimize friction and prevent collapse of the bore hole, introduce a soil stabilizing agent (drilling fluid) into the annular bore space from the trailing end of the drill bit. The rotation of the bit in the soil wetted by the drilling fluid creates a slurry. The slurry acts to stabilize the surrounding soil and prevent collapse of the bore hole as well as provides lubrication. Select or design drilling fluids for the site specific soil and ground water conditions. 8
Confine free flowing (escaping) slurry or drilling fluids at the ground surface during pull back or drilling. Accomplish this by creating sump areas or vacuum operations to prevent damage or hazardous conditions in surrounding areas. Remove all residual slurry from the surface and restore the site to preconstruction conditions. 555-7 Method of Measurement. The method of measurement will be based on the length of product measured in place along the surface of the ground, complete and accepted. No additions or deductions will be made for sweeps in either the vertical or horizontal direction to complete the installation. 555-8 Basis of Payment. Price and payment will be full compensation for all work specified in this Section, including furnishing and installing pipe or conduit, from plan point of beginning to plan point of ending at plan depth, removal of excavated materials and spoils, removal and disposal of drilling fluids, backfilling, and complete restoration of the site. Bundled product in a single bore will be paid for as a single bore based on the required drill bit head or back reamer head size. Separate payment shall not be made for individual products in a bundle. The installation and attachment of tracking conductors (wire or tape) will be included in the cost of the bore and will not be paid for separately. No payment will be made for failed bore paths, injection of flowable fill, products taken out of service or incomplete installations. No payment will be made for directional boring until a Bore Path Report has been delivered to the Engineer. After the Engineer’s acceptance of the Bore Path Report, payment will be made in the amount of 70% of the unit price bid, for Directional Boring. The remaining 30% of the unit price bid will be made after submittal of As-Built Plans, in accordance with 5556.2. Payment will be made under: Item No. 555-1 - Directional Bore - per foot of bore diameter. SECTION 575 SODDING 575-1 Descri pti on.
Establish a stand of grass within the specified areas, by furnishing and placing sod, and rolling, fertilizing, watering, and maintaining the sodded areas to ensure a healthy stand of grass. 575-2 Materials . Meet the following requirements: Sod .....................................................................................................981-2 Fertilizer, Type I ...................................................................... Section 982 Water....................................................................................... Section 983 575-3 Construction Methods. 575-3.1 Preparation of Gro und: Fertilize at the rate as shown in Section 570. Scarify or loosen the areas requiring sod to a depth of 6 inches [150 mm]. On areas where the soil is sufficiently loose, particularly on shoulders and fill slopes, the Engineer may authorize the elimination of the ground preparation. Limit preparation to those areas that can be sodded within 72 hours after preparation. Prior to sodding, thoroughly water areas and allow water to percolate into the soil. Allow surface moisture to dry before sodding to prevent a muddy soil condition. 575-3.2 Placing Sod: Place sod immediately after ground preparation. Do not use sod which has been cut for more than 72 hours. Stack all sod that is not planted within 24 hours after cutting and maintain proper moist condition. Do not sod when weather and soil conditions are unsuitable for proper results. Pre-wet the area prior to placing sod. Do not place sod on eroded or washed out sites. Place the sod on the prepared surface, with edges in close contact, and embed it firmly and smoothly by light tamping with appropriate tools. Place the sod to the edge of all the paving and shrub areas and 1 inch [25 mm] below adjoining pavement with an even surface and edge. Place rolled sod parallel with the roadway and cut any exposed netting even with the sod edge. Roll using a lightweight turf roller. Provide a true and even surface without any displacement of the sod or deformation. Where sodding in drainage ditches, stagger the setting of the sod pieces to avoid a continuous seam along the line of flow. Ensure that the offsets of individual strips do not exceed 6 inches [150 mm]. Tamp the outer pieces of sod to produce a featheredge effect. Peg sod at locations where the sod may slide. Drive pegs through sod blocks into firm earth, at intervals approved by the Engineer. Remove any sod as directed by the Engineer. 575-3.3 Watering: Thoroughly water the sod immediately after placing. Do not water in excess of 1 inch [25 mm] per week for establishment.
9
575-3.4 Maintenance: Maintain the sodded areas in a satisfactory condition until final acceptance of the
project. Include in such maintenance the filling, leveling, and repairing of any washed or eroded areas, as may be necessary. The Department will pay for resodding necessary due to factors determined to be beyond the control of the Contractor. Mow the sodded areas to a height of 6 inches [150 mm] when competing vegetation height exceeds 20 inches [500 mm] in height. 575-4 Method of Measurement. The quantities to be paid for will be for the following items, completed and accepted: (1) The area, in square yards of sodding. (2) The weight, in tons of fertilizer. (3) The volume, in thousand gallons of water. 575-5 Basi s of Payment. Prices and payments will be full compensation for all work and materials specified in this Section, and the satisfactory disposal of excavated material, except the furnishing of the fertilizer, and the furnishing and application of the water. Fertilizer and water will be paid for as specified in 570-6. The work and materials for pegging of sod, directed by the Engineer (as provided in 575-3.2), will be paid for as Unforeseeable Work. Payment will be made under: Item No. 570- 5- Fertilizer - per ton. Item No. 570- 9- Water for Grassing - per thousand gallons. Item No. 575- 1- Sodding - per square yard. SECTION 715 HIGHWAY LIGHTING SYSTEM 715-1 Descri pti on.
Install a highway lighting system in accordance with the details shown in the plans. Include in the system the light poles, bases, luminaires, ballasts, pull boxes, cable, conduit, substations, expansion joints, protective devices, transformers and control devices; all as specified or required for the complete facility. 715-2 Shop Drawings and Working Drawings. Submit shop drawings and working drawings with descriptive specifications and engineering data for panel board, transformer, primary oil switch, fused cutouts, non-standard light poles (including brackets), luminaires, ballast, photo-electric cell, and cable or any other item requested by the Engineer as specified in Section 5. 715-3 Materi als and Equi pment t o be Inst alled. 715-3.1 General: Meet the materials and equipment requirements of Section 992. Provide products of established, reputable manufacturers of electrical equipment, meeting NEC requirements, the regulations of the National Board of Fire Underwriters, and the approval of the Engineer. 715-3.2 Criterion Designation of Materials and Equipment: Where a criterion specification is designated for any material or equipment to be installed, by the name or catalog number of a specific manufacturer, understand that such designation is intended only for the purpose of establishing the style, quality, performance characteristics, etc., and is not intended to limit the acceptability of competitive products. The Engineer will consider products of other manufacturers which are approved as similar and equal as equally acceptable. 715-4 Furnishing of Electrical Service. Start the system with a weatherhead on a riser on a service pole and extend through the required metering equipment of the power company, and through the lighting system as shown. The power company will provide service to the areas in the vicinities indicated. Consult and cooperate with the power company in locating its distribution transformer and service pole so that the lines will be as short and direct as possible. Bear any line-extension costs up to the first 2,000 feet [600 m]. Furnish or install only those parts of the metering equipment or connections that are customary and required by the power company in the locality involved. 715-5 Excavation and Backfilling. 715-5.1 General: For excavation and backfilling, meet the requirements of Section 125, except that when rock is encountered, carry the excavation 3 inches [75 mm] below the required level and re-fill with sand or with selected earth material, 100% of which passes the 1 inch [25 mm] sieve. 715-5.2 Trenches for Cable: Construct trenches for cable or conduit no less than 6 inches [150 mm] in width and deep enough to provide a minimum cover in accordance with the Design Standards.
10
715-5.3 Placin g Backfi ll f or Cable: For installation of the cable, place an initial layer of 6 inches [150 mm]
thick, loose measurement, sand or selected earth material, 100% of which passes a 1 inch [25 mm] sieve. Place and compact the remaining material in accordance with 125-8. 715-6 Concr ete Bases for Li ght Poles. 715-6.1 Bases: Provide bases for light poles of the sizes and shapes shown in the plans. Screw Base Foundations are NOT approved under any circumstances. 715-6.2 Setting Anchor Bolts: Set anchor bolts according to manufacturer’s templates and adjust to a plumb line, check for elevation and location, and hold rigidly in position to prevent displacement while pouring concrete. 715-6.3 Installation: Cure cast-in-place foundations and spread footers for a minimum of seven days before installing the roadway light poles or high mast light poles; except that the Engineer may allow pole installations prior to seven days provided the footing concrete strength is at least 2,500 psi [17 MPa]. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Fill the voids around precast concrete foundations under roadway light poles with flowable fill meeting the requirements of Section 121 or clean sands placed using hydraulic methods to a level 6 inches [150 mm] below grade. Broom Finish Required on Spread Footers and Sidewalk Sections. 715-6.4 Altern ate Foundatio n: Screw Base Foundatio ns are Not Appr oved for this project . 715-7 Laying Cables. Place the direct-burial cables by moving the cable reel along the trench so that the cables are placed directly in their final position in the trench, with a minimum of handling and dragging. Space the cables at least 3 inches [75 mm] apart, both vertically and horizontally, and separate them with clean sand. Place the bottom cables on a 3 inches [75 mm] bed of sand and cover the top cables with 3 inches [75 mm] of sand prior to backfilling. Leave at least 3 feet [0.9 m] of slack cable where the cable enters and leaves ducts, and after looping into light poles. Leave adequate slack in light poles and bracket cables and other conductors. Protect cables pulled into conduit or ducts against abrasion with conduit bells placed over the inlet end of the conduit, protect cables against kinking, and twisting. Locate pull boxes so that the cable is not subjected to excessive pulling stresses. 715-8 Splici ng. Make all conductor splices in the bases of the light poles, or in pull boxes designed for the purpose. Do not make underground splices unless specifically authorized by the Engineer, and then only as directed by him. Make all necessary splices or connections with solderless connectors or compression sleeves. Do not use twist-on connectors if any of the conductors involved are larger than No. 10. 715-9 Condu it and Ducts . 715-9.1 General: Install conduit and ducts at the locations shown in the plans, or as required for a satisfactory installation. Provide conduit or ducts for all cr ossings under roads and streets. 715-9.2 Conduit in Structures: Use conduit of either rigid steel or PVC for embedding in structural concrete. Install an expansion joint at every structural expansion joint through which the conduit passes. Provide exposed runs of conduit with adequate expansion joints as shown in the plans or approved by the Engineer. Obtain the Engineer’s approval of the design of the expansion joints. 715-9.3 Pre-wired Direct-burial Duct: Where specifically specified in the plans or directed by the Engineer, install a pre-wired, flexible polyethylene plastic pipe containing the conductors for the lighting circuits. Provide conductors and polyethylene pipe as described in the plans. 715-10 Erecting Lig ht Poles. 715-10.1 General: Install the light poles at the locations and in accordance with the details shown in the plans. Unless otherwise specifically approved by the Engineer, fasten bracket (truss) arms to the pole prior to erection. Do not field weld on any part of the pole assembly. Plumb the poles after erection and use metal shims or leveling nuts if necessary to obtain precise alignment. Use a thin cement grout where necessary to eliminate unevenness or irregularities in the top of the base. 715-10.2 Adjusting Anchor Bolts: Where poles are to be placed on existing foundations or bases with anchor bolts in place, furnish poles with a base which fits the anchor bolt spacing. Include the cost of any necessary extension of existing anchor bolts in the price bid for the lighting system. 715-10.3 Installation of Luminaire: Install the luminaire on the truss arm in accordance with the manufacturer’s instructions, and place it so that the light pattern is evenly distributed along the roadway. 715-10.4 Electrical Connections: Make primary ballast connections in accordance with manufacturer’s instructions. Install sufficient cable to allow all connections to be made outside the light pole base. Connect the ground conductor to the ground stud provided. 11
715-10.5 Identification Plates: If required by the Contract Documents, stamp the identification plate on
the pole with an identifying number or legend. Number the poles consecutively, beginning with number 1. Stamp each light pole number with 3/4 inch [19 mm] figures and stamp each circuit number with 1/2 inch [13 mm] figures. 715-11 Groundi ng. Ground in accordance with the National Electrical Code and local codes which exceed these Specifications. Ground each metal light pole not on a bridge structure with an approved rod, 20 feet [6.0 m] in length and at least 5/8 inch [15.87 mm] in diameter. For poles on bridge structures, bring the grounding conductors out to a pull box at each end of the structure and connect them to driven ground rods, 20 feet [6.0 m] in length and at least 5/8 inch [15.87 mm] in diameter. The 20 feet [6.0 m] length of rod may be either two rods 10 feet [3.0 m] in length connected by a threaded coupling and driven as a single rod or two rods 10 feet [3.0 m] in length separated by at least 6 feet [1.83 m]. Make all bonds between ground wires and grounding electrode assemblies or arrays with an exothermic bond with the following exception: do not exothermically bond grounding electrode to grounding electrode connections. The work specified in this Section will not be paid for directly, but will be considered as incidental work. Ground all high mast poles in accordance with the details for grounding in the Design Standards, Index No. 17502. 715-12 Labeling. Stencil labels on the cases of oil switch, transformer, panel board, and photo-electric cell with white oil paint, as designated by the Engineer. Also, mark the correct circuit designations in accordance with the wiring diagram on the terminal marking strips of each terminal block and on the card holder in the panel board. 715-13 Markers. Construct duct, cable, and splice markers as shown in the plans, and place them over the ends of underground ducts and at each change in direction of cable or conduit run. Place markers flat on the ground with 1 inch [25 mm] projecting above finished grade. 715-14 Tests of Ins tallati on. Upon completion of the work, test the installation to ensure that the installation is entirely free of ground faults, short circuits, and open circuits and that it is in satisfactory working condition. Furnish all labor, materials, and apparatus necessary for making the required tests. Remove and replace any defective material or workmanship discovered as a result of these tests at no expense to the Department, and make subsequent re-tests to the satisfaction of the Engineer. Make all arrangements with the power supplier for power. Pay all costs, excluding energy charges, required for the test period. Not less than 48 hours prior to the beginning of the test period, give the power supplier the schedule for such test. Test the installation under normal operating conditions during the seven day test period specified in 715-15, rather than as a continuous burn test period. If the work is not open to traffic at the end of the seven day test period, deenergize the lighting system until the work is opened. 715-15 Acceptance of Highw ay Light ing. The Engineer may make partial acceptance of the highway lighting based on satisfactory performance of all highway lighting for seven consecutive days. The seven day evaluation period may commence upon written authorization by the Engineer that highway lighting is considered ready for acceptance evaluation. Contract Time will be charged during the entire highway lighting evaluation period. Correct any defects in materials or workmanship which might appear during the evaluation period at no expense to the Department. Transfer to the Department any guarantees on equipment or materials furnished by the manufacturer and ensure that the manufacturer includes with such guarantees the provision that they are subject to such transfer, and proper validation of such fact. The Department’s written acceptance of highway lighting and the transfer to the Department of all manufacturer guarantees will be conditions precedent to final acceptance of all work under the Contract in accordance with 5-11. 715-16 Method of Measurement. The quantities to be paid for will be as follows, completed and accepted: (a) Conduit: The length, in feet [meters], including elbows, sweeps, connecting hardware, trenching and backfill as indicated in the plans and the Design Standards, and the cost of restoring cut pavement, sidewalks, sod, and etc., to its original condition. (b) Luminaire and Truss Arm: The Contract unit price will include the truss arm, luminaire with lamp, and all necessary mounting hardware as indicated in the plans and the Design Standards.
12
(c) Load Center: The Contract unit price will include the service pole, insulators, weatherheads, transformers, enclosures, panel boards, breakers, safety switches, H.O.A. switches, lighting protectors, fuses, photo electric assembly, meter base, and all external and internal conduit and conductors for the service as indicated in the plans and the Design Standards. (d) Light Pole Foundation: The Contract unit price will include the foundation and anchor bolts with lock nuts and washers as indicated in the plans and the Design Standards. (e) Luminaire: The Contract unit price will include the luminaire with lamp and necessary mounting hardware as indicated in the plans and the Design Standards. (f) Pull Box: The Contract unit price will include the pull box and cover as indicated in the plans and the Design Standards. (g) High Mast Parts: The Contract unit price will include the part specified with all mounting hardware as indicated in the Contract Documents and the Design Standards. (h) Frangible Base for Light Pole: The Contract unit price will include the frangible base, attachments, bolts, and washers as indicated in the plans and the Design Standards. (i) Photo Electric Control Assembly: The Contract unit price will include the photo electric control, transformers, conduit, and conductors as indicated in th e plans and the Design Standards. (j) Pre-Fab Pilaster: The Contract unit price will include the pilaster and all mounting hardware as indicated in the plans. (k) High Mast Lighting Pole Complete: The Contract unit price will include the pole, luminaires with lamps, lowering system, breakers and anchor bolts with lock nuts and washers as indicated in the plans and the Design Standards. (l) Conductor: The length, in feet [meters], as indicated in the plans and the Design Standards. (m) Lighting Pole Complete: The Contract unit price will include the pole, truss arm, luminaire with lamp, anchor bolts with lock nuts and washers, frangible base and foundation. (n) Pole Cable Distribution System: The Contract Unit pr ice will include the surge protector, fuse holders with fuses, waterproof connectors and the waterproof wiring connection to the luminaries. 715-17 Basis of Payment. Prices and payments will be full compensation for all work specified in this Section, including all materials, equipment and tests.
Continued on Next Sheet 13
14
15
16
17
PRICE PROPOSAL NAME AND LOCATION OF PROJECT Date: _____ / _____ / ______ The Contractor Shall Furnish All Labor, Materials, Equipment, Tools, MOT, Supplies, and All Other Items Required To Complete The Work In Accordance With The Contract Documents. ROADWAY
Pay Item FDOT BEM #
Description
Qty
Unit
101
Mobilization
LS
102-1
Maintenance of Traffic
LS
104-10
Hay or Straw Bale (18"x18"x36")
EA
104-13
Silt Fence Staked (Type III)
LF
110-4 520-1 522-1 522-2 570-5 570-9 575-1
Removal of Existing Pavement (Clearing & Grubbing) Concrete Curb and Gutter Concrete Sidewalk (4" Depth) Concrete Sidewalk (6" Depth at Commercial Driveways) Fertilizer (265 lbs/acre of 16-4-8) Water for Grassing (1 inch per week) (Thousand Gallons) Sodding (To Match Existing Conditions)
SY LF SY SY TN MG SY
Unit Cost
Extended Cost
--------------Sub Total - Roadway LIGHTING
555-1 715-1-113 715-2-115 715-7-11 715-14-11 715-xxx-xxx
Directional Bore Less Than 6" (2” PVC Schedule 40) Conductor (Insulated) (No. 6) Conduit (Underground) (2" PVC Schedule 40) Load Center (Secondary Voltage) Pull Box (Roadside) Standard xx ft. Aluminum Light Pole w/x’ Arm Complete and Installed including light pole foundations.
LF LF LF EA EA EA ---------------
Sub Total - Light ing Total Estimated Project Cost Deducti ve Alternate Light Pole Configuratio n
No BEM #
LUMEC All Aluminum Light Pole Assembly DMS50250MH-SG3-480-LD-DL-CRL-1A-SAM8-23.5-GN6-TXMS11684B with Powder Coat Ivy Green Finish Complete and Installed including light pole foundations per plans.
EA
Deducti ve Alternate Extra Decorative Li ght Poles
No BEM #
LUMEC All Aluminum Light Pole Assembly DMS50250MH-SG3-480-LD-DL-CRL-1A-SAM8-23.5-GN6-TXMS11684B with Powder Coat Ivy Green Finish Complete for Replacement Units due to damage after installation during normal service.
EA
18
TRUSS ARM PER PROJECT PLANS LUMINAIRE WITH FULL CUTOFF OPTICS AS SHOWN ON PLANS
Do Not Use Twist-on Connectors If Any Of The Conductors Involved Are Larger Than #10.
*
e r i d a n e i r u m s u a L e o M T t t h n g e i e m H e g v n a i t P n u m o o r M F
18" OVAL MAINTENANCE LOOP SECURED IN CENTER WITH PLASTIC TIE WRAP
POLE CAP
BLACK or RED (HOT) AWG 10 WHITE (NEUTRAL) AWG 10 GREEN (GROUND) AWG 10 (As Required by Manufacturer)
SECONDARY SURGE ARRESTER HESCO/RLS HE480 (or equivalent)
CAST ALUMINUM MOUNTING BANDS FRONT & BACK WITH STAINLESS STEEL BOLTS, LOCKWASHERS & NUTS
BREAKAWAY FUSEHOLDER ON 480 VOLT SIDE WITH 10 AMP FNQ SLOW BLOW FUSE. (HEB-AW-RYC or equivalent) (LINE POLE)
COMPRESSION SLEEVE & HEAT SHRINK INSULATION
(HEB-AW-RLC-J or equivalent) (END POLE) (PHASE COLOR CODE = BLACK)
BREAKAWAY FUSEHOLDER ON NEUTRAL SIDE WITH SOLID COPPER FUSE NEUTRAL THE SAME SIZE AS FNQ10 FUSE. (HET-AW-RYC or equivalent) (LINE POLE)
PULLING BELL WITH CONDUIT SEAL PER ROAD & BRIDGE CONSTRUCTION SPECS. 630-3.5
(HET-AW-RLC-J or equivalent) (END POLE) (PHASE COLOR CODE = WHITE)
WATERPROOF SPLICE
*
STRAIN RELIEF FITTING Thomas&Betts TY-RAP (R) Single Bundle Mounting Plate
SPLIT BOLT CONNECTOR AND ALL BARE WIRE SHALL BE WRAPPED WITH 3M SUPER 33 VINYL PLASTIC ELECTRICAL TAPE OR +EQUIVALENT
POLYMER CONCRETE PULL BOX AND LID
CONCRETE PAD TOP OF CONDUIT
GROUND LUG LOCATED OPPOSITE HANDHOLE
2" MIN.
6"
+ -
T H G I E H E L O P
T H G I E H G N I T N U O M N G I S E D
TOP OF FLOWABLE FILL/SAND
12" Crushed Stone UL Approved Ground Rod 5/8"x20' Long The 20 feet length of rod may be either two rods 10 feet in length connected by an irreversible coupling and driven as a single rod or two rods 10 feet in length and separated by at least 20 feet. Make all bonds between ground wires and ground electrode assemblies or arrays with an exothermic bond.
*
Provide cable length to remove fuseholders, surge arrester, and ballast from pole for maintenance. Remove slack from the luminaire cable to provide tension on the fuseholders if the pole breaks away. Pull excess cable into pull box and tighten strain relief fitting at conduit to prevent cable from slipping. (per FDOT Index 17500 rev. 07/01/05 sheet 1 of 3)
See NEC 250.53 Grounding Electrode Installation DO NOT GROUND POLE WITHIN 2X GROUND ROD LENGTH OF TRAFFIC SIGNAL CONTROLLER CABINET OR CONTROLLER CABINET GROUNDING ELECTRODE OR GROUNDING ARRAY.
1/2" PVC IN BASE FOR PASSAGE OF STRANDED AWG 6 CU GROUND WIRE MINIMUM AWG 6 INSULATED THWN STRANDED COPPER CIRCUIT CONDUCTORS AND CONDUIT A S SHOWN IN PROJECT PLANS. BLACK or RED=HOT, WHITE=NEUTRAL, GREEN=GROUND (COLOR-CODED MARKING TAPE IS NOT APPROVED) AWG 6 THWN STRANDED COPPER GROUNDING CONDUCTOR CONNECTING ALL POLES.
FLOWABLE FILL BETWEEN PRECAST FOUNDATION AND WALL OF EXCAVATION OR HYDRAULIC PLACED CLEAN SANDS PER 715-6.3
FRANGIBLE TRANSFORMER BASE
White Edge Line
Class II Foundation Concrete may be cast in place or precast with "flowable fill" backfill per FDOT Index 17515 sheet 3 of 3 or Hydraulic Placed Clean Sands per 715-6.3
COLLIER COUNTY TRAFFIC OPERATIONS
State Highway Pole Wiring Detail Conventional Aluminum Light Pole
Ref: FDOT Design Standard Index 17500 rev. 07/01/05 NEC 2005 DATE: 04-07-06 Revised: 08-21-09
20' SETBACK FROM EDGE OF TRAVELED PAVEMENT OR 4' FROM FACE OF CURB UNLESS OTHERWISE NOTED ON PLANS.
DRAWN BY: JWM
APPROVED BY: RWT
DRAWING NO.: CCTO 06-4184 21
See CCTO 08-202 for Dual Arm Pole
3040 3030 thru 3035
2-3/8" OD x 4" Tenon For Pole Top Mount (Included with Pole)
6490
6500
3000 thru 3025
CAST ALUMINUM MOUNTING BANDS FRONT & BACK WITH STAINLESS STEEL BOLTS, LOCKWASHERS & NUTS
6415 6425
4035
1070
1000 thru 1065
6420
1075 4005
4025
4030
PULLING BELL WITH CONDUIT SEAL PER ROAD & BRIDGE CONSTRUCTION SPECIFICATIONS 630-3.5
6460
TOP OF CONDUIT Finished Grade
30" MIN.
SPLIT BOLT CONNECTOR AND ALL BARE WIRE SHALL BE WRAPPED WITH 3M SUPER 33 VINYL PLASTIC ELECTRICAL TAPE OR EQUIVALENT
GROUND LUG LOCATED OPPOSITE HANDHOLE
2" MIN.
6" +-
6" MIN.
TOP OF FLOWABLE FILL/SAND
CONDUIT AS SHOWN ON PLANS (FDOT Index 17764 & 17721)
2000 2005
6400
BLACK AWG 6 CONDUCTOR
6410
WHITE AWG 6 CONDUCTOR
2000
6405
GREEN AWG 6 CONDUCTOR
2005
BLACK=HOT, WHITE=NEUTRAL, GREEN=GROUND
2010
2010 6810
Item 3000 - 3025 3030 - 3035 3040 1070 - 3075 1000 - 1065 2000-2005-2010 4035 4025 4005 4030 6415 6425 6420 6400 6410 6405 6460 6490 6500 6810
The 20 feet length of rod may be either two rods 10 feet in length connected by an irreversible coupling and driven as a single rod or two rods 10 feet in length and separated by at least 20 feet.
Description / Part No. Luminaire, Full Cutoff CobraHead Luminaire, Semi Cutoff CobraHead Luminaire, Turnpike Pole, Round Tapered Aluminum with Top Tenon Mount Pole, Round Tapered Aluminum Transformer Base Aluminum (TB1-17) (TB2-17) (TB3-17) Surge Protector Fuse Holder with Fuse and Boots (Black) Fuse 10 amp 500 VAC Time Delay Fuse Holder with Fuse Neutral and Boots (White) Black AWG 10 Stranded Copper Conductor White AWG 10 Stranded Copper Conductor Green AWG 10 Stranded Copper Conductor Black AWG 6 Stranded Copper Conductor White AWG 6 Stranded Copper Conductor Green AWG 6 Stranded Copper Conductor Split Bolt Connector Heat Shrink Insulation Tinned Copper Compression Splice Grounding Electrode 5/8" Diameter x 20 ft. Copper Clad
COLLIER COUNTY TRAFFIC OPERATIONS Ref: FDOT Design Standards 1994. FDOT Design Standards 2008. NEC 2005
Revised: 8-24-09
STANDARD ROADWAY LIGHTING ALUMINUM & GALVANIZED POLE INSTALLATION Cobra Head and Turnpike Luminaire DATE: 05-21-04 DRAWN BY: JWM DRAWING No. CCTO 04-226 23
6000 6030
6020 6025 6015
6040
6010
6045
6005 6050
6035 ' 4 2
6060
6075
6065
6080
6070 6055
Finished Grade
Item 6000 6005 6010 6015 6020 6025 6030 6035 6040 6045 6050 6055 6060 6065 6070 6075 6080
Description Complete Luminaire Assembly Globe (DL w/Frame - LMS12684A) Reflector (SG3-LMS11684A)Optics Lower Housing Available As One Unit Only HSG ONLY - LMS11684A Upper Housing Suspension Ring Adaptor 107598 Arm Decorative Bands (Scroll - LMS11684A) Central Adaptor (LMS11684A) Pole (SSM8-27-LMS11684A) Decorative Cover (Transition Fitter - LMS11684A) Base (Included with Pole 2150) Access Door (Handhole Cover - LMS11684A) Base Cover (LMS11684A) Cover (BRWY BSCOV - LMS11684A) Upper Banner Arm (BAS-LMS11684A) Lower Breakaway Banner Arm (BABS - LMS11684A) COLLIER COUNTY TRAFFIC OPERATIONS
LUMEC DECORATIVE STREETLIGHT ASSEMBLY US 41, Fredrick to Courthouse Shadows 250 watt Metal Halide DMS30 LMS11684A(Type A) Revised: 08-31-09
Date: 08-12-02 Drawn:
JWM
Drawing No. CCTO 03-204 24
See Drawing Number CCTO 03-204 for Pole Details
LUMEC 250 watt Metal Halide Lamp Assembly DMS30 LMS11684A - 24 ft. Mounting Height
6420
6490 6500
COMPRESSION SLEEVE & HEAT SHRINK INSULATION
GREEN (GROUND) AWG 10 (As Required by Manufacturer)
6415
BLACK (HOT) AWG 10
6425
4035
WHITE (NEUTRAL) AWG 10
SECONDARY SURGE ARRESTER HESCO/RLS HE480 (or equivalent) 3820
BREAKAWAY FUSEHOLDER ON 480 VOLT SIDE WITH 10 AMP FNQ SLOW BLOW FUSE. 4025 (HEB-AW-RYC or equivalent) (LINE POLE) (HEB-AW-RLC-J or equivalent) (END POLE)
250 watt Metal Halide BALLAST 480 volt Advance 71A5740-001D
4005
4030 BREAKAWAY FUSEHOLDER ON NEUTRAL SIDE WITH SOLID COPPER FUSE NEUTRAL THE SAME SIZE AS FNQ10 FUSE. (HET-AW-RYC or equivalent) (LINE POLE)
(PHASE COLOR CODE = BLACK)
6460
(HET-AW-RLC-J or equivalent) (END POLE) (PHASE COLOR CODE = WHITE)
SPLIT BOLT CONNECTOR AND ALL BARE WIRE SHALL BE WRAPPED WITH 3M SUPER 33 VINYL PLASTIC ELECTRICAL TAPE OR EQUIVALENT
2" MIN.
6"
6" MIN.
+ -
30" MIN. TOP OF FLOWABLE FILL
2" PVC CONDUIT AS SHOWN IN PROJECT PLANS.
FLOWABLE FILL BETWEEN PRECAST FOUNDATION AND WALL OF EXCAVATION
6810
UL APPROVED GROUND ROD 5/8"x20' LONG
1/2" PVC IN BASE FOR PASSAGE OF STRANDED AWG 6 COPPER GROUND WIRE. 6405
GREEN AWG 6 (MINIMUM) INSULATED STRANDED COPPER GROUND WIRE CONNECTING ALL POLES.
6400
BLACK AWG 6 (MINIMUM) INSULATED STRANDED COPPER CIRCUIT CONDUCTOR AS SHOWN IN PROJECT PLANS.
6410
WHITE AWG 6 (MINIMUM) INSULATED STRANDED COPPER NEUTRAL AS SHOWN IN PROJECT PLANS. BLACK=HOT, WHITE=NEUTRAL, GREEN=GROUND
The 20 feet length of rod may be either two rods 10 feet in length connected by a threaded coupling and driven as a single rod or two rods 10 feet in length separated by at least 20 feet. Make all bonds between ground wires and ground electrode assemblies or arrays with an exothermic bond. DO NOT GROUND POLE WITHIN 2X GROUND ROD LENGTH OF TRAFFIC SIGNAL CONTROLLER CABINET OR CONTROLLER CABINET GROUNDING ELECTRODE OR GROUNDING ARRAY.
Class I (Special) Foundation Concrete may be cast-in-place or precast with "flowable fill" backfill per FDOT Index 17515 sheet 3 of 7
COLLIER COUNTY TRAFFIC OPERATIONS
LUMEC Decorative Pole Wiring Detail US 41, Fredrick to Courthouse Shadows revised: 8-25-09
DATE: 04-07-06 DRAWN BY: JWM DRAWING No. CCTO 03-204A 25
5000
5035
5035
5000
5030
5000 5030
5015
5020 TWIN SCROLL ARM
5005
Description: Valmont/AAL Lighting Universe Series Valmont #LH24755B AAL #UCL-BEL-H3-02A-1057
5010 5025 See Drawing No. CCTO 03-200 for Pole Wiring Details Item 5000 5005 5010 5015 5020
Description / Part No. AAL #UCL-BEL-H3-02A-1057 Valmont 7"x4" Lightpole Shaft Dwg. #LH24755B (Single Scrool Arm) Valmont Transformer Base Dwg. #07R1012B17 Valmont Single Scroll Arm Dwg. #lLH24755B
(Single Scroll Arm)
5025
Valmont 10"x6" Lightpole Shaft Dwg. #LH24755B (Twin Scrool Arm) Valmont Transformer Base Dwg. #10R1315B17 (Twin Scroll Arm)
5030 5035
Valmont Twin Scroll Arm Dwg. #lLH24755B Valmont Removable Pole Top Cap w/Set Screws Dwg. #LH24755B
COLLIER COUNTY TRAFFIC OPERATIONS VALMONT / AAL LIGHTING 250 watt Metal Halide Livingston Road, Golden Gate Pkwy to Pine Ridge Rd Revised: 08-31-09
DATE: 08-15-02
DRAWN BY: JWM
DRAWING No. CCTO 03-205 26
5055
5065
5050 5060 t h g i e H g n i t n u o M ' 0 4
5070
Complete Pole Assembly Powder Coated Black Textured Per HAPCO Specification 73737-117
5075
Finished Grade See Drawing No. CCTO 03-200 for Pole Wiring Details Item
Description / Part No.
5050 5055
LUMEC Bell Luminiare 400HPS-DMSL30-SG1-480-BKTX Hapco 2" Sch. 40 Pipe Arm Alloy 6063-T6 (77836)
5060
Hapco Aluminum Scrool, 2"x3/4"x1/4" Channel (77837)
5065
Hapco Removable Pole Top Cap w/Set Screws
5070
Hapco Tapered Aluminum Pole 0.219 Wall Alloy 6063-T6
5075
Hapco Transformer Base (70501) with Door
COLLIER COUNTY TRAFFIC OPERATIONS
MEDITERRA / LIVINGSTON RD. 400 watt High Pressure Sodium HAPCO / LUMEC LIGHTING Revised: 08-31-09
DATE: 09-03-02
DRAWN BY: JWM
DRAWING No. CCTO 03-206 27
250w HPS 480 volt
250w HPS 240 volt
175w MH 240 volt
2 175w MH 240 volt
175w MH 240 volt
1a
1
1
1a
All Median Lights
SIDEWALK
SIDEWALK
ROADWAY
ROADWAY
Main St. 250W HPS Roadway Lights Are All 480V and Sidewalk & Median 175W Metal Halide Lights Are 240V
State Hwy 29 at New Market Rd. Circuit 29J Is All 240 Volt.
Item
Description / Part No.
1
Lumec Model DMS30 LMS8576A Street Light (250W HPS & 175W Metal Halide)
1a
Lumec Model DMS30 LMS8576B Street Light (250W HPS Single Fixture Only)
2
Lumec Model CAND1 LMS6978E Street Light
COLLIER COUNTY TRAFFIC OPERATIONS
IMMOKALEE MSTU LIGHTING / LUMEC Immokalee Blue Lights Revised: 08-31-09
DATE: 12-22-03
DRAWN BY: JWM
DRAWING No. CCTO 03-207 28
DIRECTIONAL BORE
DRIVEWAY
N A I D E M DIRECTIONAL BORE
L A I R E T R A D E N I A T N I A M Y T N U O C
PUBLIC STREET
DIRECTIONAL BORE METHOD OF MEASUREMENT AND BASIS OF PAYMENT WILL BE FROM BACK OF CURB TO BACK OF CURB OR EDGE OF PAVEMENT TO EDGE OF PAVEMENT REGARDLESS OF THE ENTRY & EXIT POINT.
COLLIER COUNTY TRAFFIC OPERATIONS
DIRECTIONAL BORE METHOD OF PAYMENT DATE: 08-27-04 DRAWN
BY: JWM DRAWING
No.
CCTO
04-327 30
STANDARD ROADWAY LIGHTING POLE DAMAGE REPORT DATE:
/
/
24 Hr. TIME:
MAJOR ROADWAY: NEAREST INTERSECTION: TURNPIKE
LUMINAIRE: CIRCUIT NO.:
INTERSTATE
SEMI CUTOFF
POLE NO.:
FULL CUTOFF
RESTORED TO SERVICE:
/
/
3040
3030 thru 3035
2-3/8" OD x 4" Tenon For Pole Top Mount (Included with Pole)
E S I
3000 thru 3025
R
D E Z I
N A V L A G
6415 FIXTURE ARM LENGTH
6490 1070
6505
6425
1075 6420 M U N I T
4035 H T G N E L
M H G U I L E A H
4030
T F A H S
4005
4025
M U N I
G N I T N U O M
1000 thru 1065
6460 2000
M U L A
L A N I
2005
M O H N T G N E L
2010
" 7 1
2000
2000
2005
2005
2010
See Drawing No. CCTO 08-202 for Dual Arm Pole Wiring Detail
2010
Item Replaced 3000 - 3025
Description Luminaire, Full Cutoff CobraHead with Lamp
3030 - 3035 3040
Luminaire, Semi Cutoff CobraHead with Lamp
1070 - 1075 1000 - 1065 2000-2005-2010 4035 4005 4025 4030
T F A H S " 7 1
Unit Cost $ $
Pole, Round Tapered Aluminum with Top Tenon Mount
$ $
Pole, Round Tapered Aluminum Transformer Base Aluminum
$ $
Luminaire, Turnpike with Lamp
TB1-17
TB2-17
TB3-17
Surge Protector
$
Fuse Holder with Fuse and Boots (Black) Fuse Holder with Fuse Neutral and Boots
$ $
6415
Black AWG 10 Stranded Copper Conductor
6425
White AWG 10 Stranded Copper Conductor
6420 6460
Green AWG 10 Stranded Copper Conductor Split Bolt Connector
(White)
$ $ $ $
COLLIER COUNTY TRAFFIC OPERATIONS
ROADWAY LIGHTING DAMAGE REPORT DAMAGE ASSESMENT BY: Revised: 01-02-08
STANDARD ALUMINUM & GALVANIZED POLE INSTALLATION Cobra Head and Turnpike Luminaire DATE: 04-23-04 DRAWN BY: JWM DRAWING No. CCTO 04-221 31
ROADWAY LIGHTING TIME and EQUIPMENT REPORT TECHNICIAN:
HOURS:
DATE:
/
/
TECHNICIAN:
HOURS:
DATE:
/
/
TECHNICIAN:
HOURS:
DATE:
/
/
TECHNICIAN:
HOURS:
DATE:
/
/
TECHNICIAN:
HOURS:
DATE:
/
/
TECHNICIAN:
HOURS:
DATE:
/
/
TECHNICIAN:
HOURS:
DATE:
/
/
TECHNICIAN:
HOURS:
DATE:
/
/
TECHNICIAN:
HOURS:
DATE:
/
/
TECHNICIAN:
HOURS:
DATE:
/
/
TECHNICIAN:
HOURS:
DATE:
/
/
TECHNICIAN:
HOURS:
DATE:
/
/
VAN
HOURS:
DATE:
/
/
PLATFORM TRUCK
HOURS:
DATE:
/
/
BUCKET TRUCK
HOURS:
DATE:
/
/
ARROWBOARD TRUCK
HOURS:
DATE:
/
/
PICK-UP TRUCK
HOURS:
DATE:
/
/
VAN
HOURS:
DATE:
/
/
PLATFORM TRUCK
HOURS:
DATE:
/
/
BUCKET TRUCK
HOURS:
DATE:
/
/
ARROWBOARD TRUCK
HOURS:
DATE:
/
/
PICK-UP TRUCK
HOURS:
DATE:
/
/
HOURS:
DATE:
/
/
PLATFORM TRUCK
HOURS:
DATE:
/
/
BUCKET TRUCK
HOURS:
DATE:
/
/
ARROWBOARD TRUCK
HOURS:
DATE:
/
/
PICK-UP TRUCK
HOURS:
DATE:
/
/
VAN
NOTES:
CCTO 04-221A 32
LUMEC EAST TRAIL ROADWAY LIGHTING POLE DAMAGE REPORT DATE:
/
/
24 Hr. TIME:
MAJOR ROADWAY: NEAREST INTERSECTION: CIRCUIT NO.:
POLE NO.:
/
/
6030
6020
6000
RESTORED TO SERVICE:
6025 6040
6015
4035 3820
6010 6045
4025
6005
4030 6035 6050 6075 6060 6065
6080
6070 6055 6085 Not Shown
Finished Grade Item Replaced 6000 6005 6010 6015 6020 6025 6030 6035 6040 6045 6050 6055 6060 6065 6070 6075 6080 6085 3820 4035 4025 4030
Description Complete Luminaire Assembly Globe (DL w/Frame - LMS12684A) Reflector (SG3-LMS11684A) * Lower Housing Available As One Unit Only HSG ONLY - LMS11684A Upper Housing Suspension Ring Adaptor 107598 Arm Decorative Bands (Scroll - LMS11684A) Central Adaptor (LMS11684A) Pole (SSM8-27-LMS11684A) Decorative Cover (Transition Fitter - LMS11684A) Base (Included with Pole 2150) Access Door (REPL-SSM8 LMS11684-GN-TX) Base Cover (LMS11684A) Cover (BRWY BSCOV - LMS11684A) Upper Banner Arm (BAS-LMS11684A) Lower Breakaway Banner Arm (BABS - LMS11684A) Breakaway Support Coupling Transpo Industries #201 Ballast, 250 watt 480 volt Metal Halide Surge Protector Fuse Holder with Fuse and Boots Fuse Holder with Fuse Neutral and Boots
Unit Cost $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $
COLLIER COUNTY TRAFFIC OPERATIONS
LUMEC LIGHT ASSEMBLY DAMAGE REPORT DAMAGE ASSESMENT BY: Revised: 9-2-09
US 41, Fredrick to Courthouse Shadows DMS30 LMS11684A (Type A) DATE:
04-23-04 DRAWN BY: JWM DRAWING No. CCTO 04-225 33
LIVINGSTON ROADWAY LIGHTING POLE DAMAGE REPORT DATE:
/
/
24 Hr. TIME:
MAJOR ROADWAY: NEAREST INTERSECTION: LUMINAIRE:
SINGLE ARM
CIRCUIT NO.:
DOUBLE ARM
POLE NO.:
/
RESTORED TO SERVICE:
5000
/
5035
5035
5000
5015
5000
5030
4035 5020 4005
4030 4025 5010
5005
5025
5010
5025
SINGLE SCROLL ARM
Item Replaced 5000
TWIN SCROLL ARM
Description / Part No. AAL Luminaire #UCL-BEL-H3-02A-1057
Unit Cost $
3620
250 watt Metal Halide Lamp
$
3820 5015
Ballast, Advance 71A5740-001D Valmont Single Scroll Arm 1PA0825H40A-PTD English Ivy
$ $
5030 5035
Valmont Twin Scroll Arm 2PA0825H60A-PTD English Ivy
$
Valmont Removable Pole Top Cap w/Set Screws 300240
$
5005 5020
Valmont 7"x4" Lightpole 200640706T4A-PTD (Single Scroll Arm) Valmont 10"x6" Lightpole 250660106T4A-PTD (Twin Scroll Arm)
$ $
5010 5025 4035
Valmont Transformer Base Dwg. #07R1012B17 (Single) English Ivy Valmont Transformer Base Dwg. #10R1315B17 (Twin) English Ivy
$ $
Surge Protector (not shown) Fuse Holder with Fuse and Boots (Black - not shown)
$
4025 4030
Fuse Holder with Fuse Neutral and Boots (White - not shown)
$ $
COLLIER COUNTY TRAFFIC OPERATIONS Livingston Road-AAL/Valmont Installation Revised: 01-02-08 DAMAGE ASSESMENT BY:
ROADWAY LIGHTING DAMAGE REPORT DATE: 04-23-04 DRAWN BY: JWM DRAWING No. CCTO 04-222 34
MEDITERRA ROADWAY LIGHTING POLE DAMAGE REPORT DATE:
/
/
24 Hr. TIME:
MAJOR ROADWAY: NEAREST INTERSECTION: CIRCUIT NO.:
POLE NO.: 5055
/
RESTORED TO SERVICE:
/
5050
5065
5060
Complete Pole Assembly Powder Coated Black Textured Per HAPCO Specification 73737-117 6415 5070
6490
6505
6425
4035
6420
4030 4005
4025
6460
5075 5075
Finished Grade
Finished Grade
Item Replaced 5050
Description / Part No.
Unit Cost
5055
LUMEC Bell Luminaire 400 HPS-DMSL30-SG1-480-BKTX Hapco 2" Schedule 40 Pipe Arm Alloy 6063-T6 (77836)
5065
Hapco Removable Pole Top Cap w/Set Screws (w/Arm Assy)
5060
Hapco Aluminum scroll, 2" x 3/4" x 1/4" Channel (77837)
5070
Hapco Tapered Aluminum Pole 0.219 Wall Alloy 6063-T6
5075
Hapco Transformer Base (70501) with Door Surge Protector Fuse Holder with Fuse and Boots (Black)
$
Fuse Holder with Fuse Neutral and Boots (White) Thermo-Shrink Thin-Wall Heat Shrinkable Tubing
$ $
Insulated Vinyl-Butt Connector Connector, Split bolt
$ $
4035 4005 - 4025 4030 6490 6505 6460
$ $ $ $ $ $ $
COLLIER COUNTY TRAFFIC OPERATIONS
MEDITERRA / LIVINGSTON RD. DAMAGE ASSESMENT BY: Revised: 10-12-09
400 watt High Pressure Sodium HAPCO / LUMEC LIGHTING DATE: 04-23-04 DRAWN BY: JWM DRAWING No. CCTO 04-223 35
36
ROADWAY LIGHTING COMPONENTS Stock Ordering Descriptions - Revised 12-08-09 Light Pole, Round Tapered Aluminum per “AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals" and State of Florida, Department of Transportation Design Standards, Latest Edition, and per State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction Section 992 Latest Edition.
09CCTOL-1000
09CCTOL-1005
09CCTOL-1010
09CCTOL-1015
09CCTOL-1020
Light Pole 30 ft. Mounting Height, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 8”OD x 6”OD with single 15 ft. Horizontal x 15 ft. Rise Clamp-on Truss-Style fixture arm: a. Shaft Length: 15 ft. – 0 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Clamp-on Truss-Style 15 ft. Horizontal Length x 15 ft. Rise c. Finish: 50 Grit Satin Rubbed. d. Include Transformer Base TB1-17 with Door and Accessories e. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Valmont Drawing No. LH64014 Light Pole 30 ft. Mounting Height, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 8”OD x 6”OD with sin le 15 ft. Horizontal x 10 ft. Rise Clam -on Truss-St le fixture arm: a. Shaft Length: 19 ft. – 0 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Clamp-on Truss-Style 15 ft. Horizontal Length x 10 ft. Rise c. Finish: 50 Grit Satin Rubbed. d. Include Transformer Base 70511 (TB2-17) with Door and Accessories e. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Hapco Drawing No. B87221 Light Pole 30 Ft. Mounting Height, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 8”OD x 6”OD with sin le 10 ft. Horizontal x 7 ft. Rise Clam -on Truss-St le fixture arm: a. Shaft Length: 22 ft. – 0 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Clamp-on Truss-Style 10 ft. Horizontal Length x 7 ft. Rise c. Finish: 50 Grit Satin Rubbed. d. Include Transformer Base 70511 (TB2-17) with Door and Accessories e. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Hapco Drawing No. B87222 Light Pole 30 ft. Mounting Height, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 7”OD x 4 ⅟₂”OD with single 10 ft. Horizontal x 3 ft-3 in. Rise Clamp-on Truss-Style fixture arm: a. Shaft Length: 25 ft. – 9 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Clamp-on Truss-Style 10 ft. Horizontal Length x 3 ft. -3 in. Rise c. Finish: 50 Grit Satin Rubbed d. Include Transformer Base 70511 (TB2-17) with Door and Accessories e. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Hapco Drawing No. 87220 Light Pole 40 ft. Mounting Height, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 10”OD x 6”OD with single 12 ft.-0 in. Horizontal x 3 ft.-3 In. Rise Clamp-on Truss-Style fixture arm: a. Shaft Length: 33 ft. – 1 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Clamp-on Truss-Style 14 ft.-10 in. Horizontal Length x 3 ft.-6 in. Rise c. Finish: 50 Grit Satin Rubbed. d. Include Transformer Base 70501 with Door and Accessories e. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Hapco Drawing No. C81053
37
09CCTOL-1025
09CCTOL-1030
09CCTOL-1035
09CCTOL-1040
09CCTOL-1045
09CCTOL-1050
Light Pole 40 ft. Mounting Height, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 10”OD x 6”OD with single 8 ft.-0 in. Horizontal x 3 ft.-6 in. Rise Clamp-on Truss-Style fixture arm: a. Shaft Length: 35 ft. – 7 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Clamp-on Truss-Style 8 ft.-10 in. Horizontal Length x 3 ft.-6 in. Rise c. Finish: 50 Grit Satin Rubbed. d. Include Transformer Base 70501 with Door and Accessories e. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Hapco Drawing No. C81503 Light Pole 40 ft. Mounting Height, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 9”OD x 6”OD with single 14 ft.-10 in. Horizontal x 12 ft.-6 in. Rise Clamp-on Truss-Style fixture arm: a. Shaft Length: 26 ft. – 1 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Clamp-on Truss-Style 14 ft.-10 in. Horizontal Length x 12 ft.-6 in. Rise c. Finish: 50 Grit Satin Rubbed. d. Include Transformer Base 70501 (TB1-17) with Door and Accessories e. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Hapco Drawing No. B13556 (Rattlesnake Hammock Project) Light Pole 40 ft. Mounting Height, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 8”OD x 6”OD with single 15 ft.-0 in. Horizontal x 6 ft.-0 In. Rise Clamp-on Truss-Style fixture arm: a. Shaft Length: 33 ft. – 1 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Clamp-on Truss-Style 15 ft.-0 in. Horizontal Length x 6 ft.-0 in. Rise c. Finish: 50 Grit Satin Rubbed. d. Include Transformer Base 70501 with Door and Accessories e. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Hapco Drawing No. B88113 (Rattlesnake Hammock Project) Light Pole 40 ft. Mounting Height, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 8”OD x 6”OD with single 15 ft.-0 in. Horizontal x 6 ft.-0 In. Rise Clamp-on Truss-Style fixture arm: a. Shaft Length: 34 ft. – 0 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Clamp-on Truss-Style 15 ft.-0 in. Horizontal Length x 6 ft.-0 in. Rise c. Finish: 50 Grit Satin Rubbed. d. Reinforced Handhole (4"x6") with Cover and stainless Steel Hex. Hd. Screws e. Base Flange (50730) Alloy 356-T6 With bolt Covers and Stainless Steel Hex Hd. Screws f. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Hapco Drawing No. B85951 (Rattlesnake Hammock Project) Light Pole 45 ft. Mounting Height, Pole, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 9”OD x 6”OD with single 8 ft. Horizontal x 5 ft. Rise Clamp-on T russ-Style fixture arm: a. Shaft Length: 39 ft. – 0 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Clamp-on Truss-Style 8 ft. Horizontal Length x 5 ft. -0 in. Rise c. Finish: 50 Grit Satin Rubbed d. Include Transformer Base 70501 (TB1-17) with Door and Accessories e. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Hapco B87218 Light Pole 45 ft. Mounting Height, Pole, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 9”OD x 6”OD with single 12 ft. Horizontal x 5 ft. Rise Clamp-on Truss-Style fixture arm: a. Shaft Length: 39 ft. – 0 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Clamp-on Truss-Style 12 ft. Horizontal Length x 5 ft. -0 in. Rise c. Finish: 50 Grit Satin Rubbed d. Include Transformer Base 70501 TB1-17) with Door and Accessories e. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Hapco
38
09CCTOL-1055
09CCTOL-1060
09CCTOL-1065
09CCTOL-1070
09CCTOL-1075
Light Pole 45 ft. Mounting Height, Pole, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 9”OD x 6”OD with single 15 ft. Horizontal x 5 ft. Rise Clamp-on Truss-Style fixture arm: a. Shaft Length: 39 ft. – 0 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Clamp-on Truss-Style 15 ft. Horizontal Length x 5 ft. -0 in. Rise c. Finish: 50 Grit Satin Rubbed d. Include Transformer Base 70501 (TB1-17) with Door and Accessories e. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Hapco B87219 Light Pole 45 ft. Mounting Height, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 10”OD x 6”OD with Dual 8 ft. Horizontal x 5 ft. Rise Clamp-on Truss-Style fixture arms: a. Shaft Length: 39 ft. – 0 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Dual Clamp-on Truss-Style 8 ft. Horizontal Length x 5 ft. -0 in. Rise c. Finish: 50 Grit Satin Rubbed d. Include Transformer Base 70501 (TB1-17) with Door and Accessories e. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Hapco B87217 Light Pole 45 ft. Mounting Height, Round Tapered Aluminum 0.250 Wall 6063-T6 Alloy 10”OD x 6”OD with Dual 12 ft. Horizontal x 6 ft. Rise Clamp-on Truss-Style fixture arms: a. Shaft Length: 38 ft. – 1 in. with Damping Device and Galvanized Steel Connecting Hardware b. Arm: Dual Clamp-on Truss-Style 12 ft. Horizontal Length x 6 ft. -0 in. Rise c. Finish: 50 Grit Satin Rubbed d. Include Transformer Base 70501 (TB1-17) with Door and Accessories e. Exclude Concrete Foundation Anchor Bolts. Acceptable Brands: Hapco B12218 (Collier Blvd, US 41 to Davis Blvd) Light Pole 40 ft. Mounting Height, Round, Tapered Aluminum 0.188 Wall 6063-T6 Alloy with 2-3/8" OD Top Tenon Mount: a. Shaft Length: 39 ft. b. Top Tenon: 2-3/8 inch OD c. Finish: 50 Grit Satin Rubbed d. Equipped With a Damping Device Acceptable Brands: Valmont VALX 39/TENON TB/AB/QPL SATIN Light Pole 50 ft. Mounting Height, Round, Tapered Aluminum 0.188 Wall 6063-T6 Alloy with 2-3/8" OD Top Tenon Mount: a. Shaft Length: 48 ft. - 7 in b. Top Tenon: 2-3/8 inch OD c. Finish: 50 Grit Satin Rubbed d. Equipped With a Damping Device Acceptable Brands: Hapco B13333 (Collier Blvd, US 41 to Davis Blvd)
09CCTOL-1080
Pole Round, Tapered Galvanized Steel for use with single 8 ft. to 12 ft. Truss-Style fixture arm: a. Conform to ASTM A595 Grade-A. b. Shaft Length: 25 ft. c. Finish: Galvanized d. Equipped With a Damping Device Acceptable Brands: Valmont 700A220
09CCTOL-1085
Pole Round, Tapered Galvanized Steel for use with single 8ft. to 12 ft. Truss-Style fixture arm: a. Conform to ASTM A595 Grade-A. b. Shaft Length: 30 ft. c. Finish: Galvanized d. Equipped With a Damping Device Acceptable Brands: Valmont 750A270 39
09CCTOL-1090
Pole Round, Tapered Galvanized Steel for use with single 15 ft. Truss-Style fixture arm: a. Conform to ASTM A595 Grade-A. b. Shaft Length: 30 ft. c. Finish: Galvanized d. Equipped With a Damping Device Acceptable Brands: Valmont 800A270
09CCTOL-1095
Arm Galvanized, Single Clamp-on Truss-Style for use with above Valmont Round Tapered Galvanized Steel Fixture Mounting Height: 25 ft. to 30 ft. a. 8 ft. Arm b. 10 ft. Arm c. 12 ft. Arm d. 15 ft. Arm
09CCTOL-1100
Arm Galvanized, Single Bolt-on Truss-Style for use with above Round T apered Galvanized Steel Pole Fixture Mounting Height: 25 ft. to 30 ft a. 8 ft. Arm b. 10 ft. Arm c. 12 ft. Arm d. 15 ft. Arm
Frangible Aluminum Transformer Base per “AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals” and State of Florida, Department of Transportation Design Standards, Latest Edition and per State of Florida DOT Standard Specifications for Road and Bridge Construction, Latest Edition
09CCTOL-2000
Transformer Base, Aluminum for use with 10” x 6” Round T apered Aluminum Pole a. Transformer Base Height: 17 inches b. Top of Base: Slots for Cast Aluminum Base Shoe 10.5 inch to 13.5 inch Bolt Circle. c. Bottom of Base: Slots for 13 inch to 15 inch Bolt Circle. d. Door Size: Standard, include all hardware. (Hinged Door is Not Approved) Acceptable Brands: Valmont VALX TB1-17; HAPCO 70501
09CCTOL-2005
Transformer Base, Aluminum for use with 6 inch to 8 inch Base OD Round Tapered Steel Pole: a. Transformer Base Height: 17 inches b. Top of Base: Slots for Steel B ase Shoe 10 inch to 12 inch Bolt Circle. c. Bottom of Base: Slots for 10 inch to 12 inch Bolt Circle. d. Door Size: Standard, include all hardware. (Hinged Door is Not Approved) Acceptable Brands: Valmont VALX TB2-17; HAPCO 70511
09CCTOL-2010
Transformer Base, Aluminum for use with 10” x 6” Round T apered Aluminum Pole a. Transformer Base Height: 17 inches b. Top of Base: Slots for Cast Aluminum Base Shoe 13 inch to 15 inch Bolt Circle. c. Bottom of Base: Slots for 15 inch to 17 inch Bolt Circle. d. Door Size: Standard, include all hardware. (Hinged Door is Not Approved) Acceptable Brands: Valmont VALX TB3-17; HAPCO 70521
40
Luminaire, Roadway Lighting per State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction, Latest Edition
09CCTOL-3000
Luminaire, Roadway Lighting Cobra Head: a. IES Classification: True 90 degree cutoff per RP8-2000, Light Distribution Medium, Type II. b. Watts: 250 c. Light Source: High Pressure Sodium d. Volts: 480 VAC e. Ballast Type: Autoreg f. Plug-in ignitor g. Photoelectric Control: None h. Housing: Die-cast aluminum with gray paint finish. i. Slipfitter: Adjustable for 1-1/4” to 2” Pipe. Acceptable Brands: General Electric MDCL= M-400A-25-S-5-A-1-2-F-MC2-2
09CCTOL-3005
Luminaire, Roadway Lighting Cobra Head: a. IES Classification: True 90 degree cutoff – per RP8-2000, Light Distribution Medium, Type II b. Watts: 400 c. Light Source: High Pressure Sodium d. Volts: 480 VAC e. Ballast Type: Autoreg f. Plug-in ignitor g. Photoelectric Control: None h. Housing: Die-cast aluminum with gray paint finish. i. Slipfitter: Adjustable for 1-1/4” to 2” Pipe. Acceptable Brands: General Eelectric MDCL= M-400A-40-S-5-A-1-2-F-MC2-1
09CCTOL-3010
Luminaire, Roadway Lighting Cobra Head: a. IES Classification: True 90 degree cutoff – per RP8-2000, Light Distribution Medium, Type II b. Watts: 400 c. Light Source: Metal Halide d. Volts: 480 VAC e. Ballast Type: Autoreg f. Photoelectric Control: None g. Housing: Die-cast aluminum with gray paint finish. h. Slipfitter: Adjustable for 1-1/4” to 2” Pipe. Acceptable Brands: General Electric MDCL=M-400A-40-M-5-A-1-2-F-MC2-2
09CCTOL-3015
Luminaire, Roadway Lighting Cobra Head: a. IES Classification: True 90 degree cutoff – per RP8-2000, Light Distribution Medium, Type II b. Watts: 250 c. Light Source: High Pressure Sodium d. Volts: 120 VAC e. Ballast Type: Autoreg f. Plug-in ignitor g. Photoelectric Control: None h. Housing: Die-cast aluminum with gray paint finish. i. Slipfitter: Adjustable for 1-1/4” to 2” Pipe. Acceptable Brands: General Electric MDCL= M-400A-25-S-1-A-2-F-MC2-2
41
09CCTOL-3020
Luminaire, Roadway Lighting Cobra Head: a. IES Classification: True 90 degree cutoff – per RP8-2000, Light Distribution Medium, Type II b. Watts: 250 c. Light Source: Metal Halide d. Volts: 480 VAC e. Ballast Type: Autoreg f. Photoelectric Control: None g. Housing: Die-cast aluminum with gray paint finish. h. Slipfitter: Adjustable for 1-1/4” to 2” Pipe. Acceptable Brands: General Electric MDCL=M-400A-25-M-5-A-1-2-F-MC2-2
09CCTOL-3025
Luminaire, Roadway Lighting Cobra Head: a. IES Classification: True 90 degree cutoff – per RP8-2000, Light Distribution Medium, Type II b. Watts: 400 c. Light Source: High Pressure Sodium d. Volts: 120 VAC e. Ballast Type: Autoreg f. Plug-in ignitor g. Photoelectric Control: None h. Housing: Die-cast aluminum with gray paint finish. i. Slipfitter: Adjustable for 1-1/4” to 2” Pipe. Acceptable Brands: General Electric MDCL= M-400A-40-S-1-A-1-2-F-MC2-2
09CCTOL-3030
Luminaire, Roadway Lighting Cobra Head: a. IES Classification: Semi-Cutoff , Light Distribution Medium, Type II. b. Watts: 250 c. Light Source: High Pressure Sodium d. Volts: 480 VAC e. Ballast Type: Autoreg f. Plug-in ignitor g. Photoelectric Control: None h. Housing: Die-cast aluminum with gray paint finish. i. Slipfitter: Adjustable for 1-1/4” to 2” Pipe. Acceptable Brands: General Electric MDRL= M-400A-25-S-5-A-1-2-R-MS2-2
09CCTOL-3035
Luminaire, Roadway Lighting Cobra Head: a. IES Classification: Semi-Cutoff , Light Distribution Medium, Type II. b. Watts: 400 c. Light Source: High Pressure Sodium d. Volts: 480 VAC e. Ballast Type: Autoreg f. Plug-in ignitor g. Photoelectric Control: None h. Housing: Die-cast aluminum with gray paint finish. i. Slipfitter: Adjustable for 1-1/4” to 2” Pipe. Acceptable Brands: General Electric MDRL= M-400A-40-S-5-A-1-2-R-MS2-2
42
09CCTOL-3040
Luminaire, Turnpike Lighting: a. IES Classification: Non-Cutoff, Light Distribution Medium, Type III. b. Light Source: High Pressure Sodium c. Watts: 250/400 d. Volts: 480 VAC e. Ballast Type: Autoreg f. Tray Mount Ballast g. Photoelectric Control: None h. Housing: Die-cast aluminum with gray paint finish. i. Mounting: Knuckle Slipfitter for 1.9 inch to 3.0 inch OD Tenon. Acceptable Brands: General Electric RPFT- 24-S-5-A-1-G-LN3-GR-S .
09CCTOL-3045
LED Luminaire, Roadway Lighting a. Classification: IESNA Type II Distribution b. Input Voltage: 240 Vac c. Driver: 525mA (Standard) d. Light Source: 80 LEDs at 8,280 Initial Delivered Lumens e. Photoelectric Control: None f. Housing: Die-cast aluminum with gray paint finish. g. Slipfitter: Adjustable for 1-1/4” to 2” Pipe. h. Minimum Five (5) Year Warranty Acceptable Brands: Beta LEDway BLD-STR-T2-HT-068-LED-B-UL-SV
09CCTOL-3050
LED Luminaire, Roadway Lighting a. Classification: IESNA Type II Distribution b. Input Voltage: 480 Vac c. Driver: 525mA (Standard) d. Light Source: 80 LEDs at 8,280 Initial Delivered Lumens e. Photoelectric Control: None f. Housing: Die-cast aluminum with gray paint finish. g. Slipfitter: Adjustable for 1-1/4” to 2” Pipe. h. Minimum Five (5) Year Warranty Acceptable Brands: Beta LEDway BLD-STR-T2-HT-068-LED-B-UH-SV
09CCTOL-3055
LED Luminaire, Roadway Lighting a. Classification: IESNA Type II Distribution b. Input Voltage: 480 Vac c. Driver: 525mA (Standard) d. Light Source: 120 LEDs at 12,420 Initial Delivered Lumens e. Photoelectric Control: None f. Housing: Die-cast aluminum with gray paint finish. g. Slipfitter: Adjustable for 1-1/4” to 2” Pipe. h. Minimum Five (5) Year Warranty Acceptable Brands: Beta LEDway BLD-STR-T2-HT-102-LED-B-UH-SV
09CCTOL-3070
Retrofit Kit LED AAL Luminaire, Roadway Lighting a. Classification: IESNA Type II Distribution b. Input Voltage: 480 Vac c. Light Source: LED d. Photoelectric Control: None e. Minimum Five (5) Year Warranty Acceptable Brands: Global Tech Solstice Retrofit Kit
43
09CCTOL-3075
Retrofit Kit High Output MH East Trail Decorative Luminaire, Roadway Lighting a. Classification: IESNA Type II Distribution b. Input Voltage: 480 Vac c. Light Source: Philips Cosmo 140W; 153.5W Input; 16,500 Initial Lumens d. Photoelectric Control: None e. Minimum Five (5) Year Warranty Acceptable Brands: REPL-50502-DMS30-SG3-140CW-480 Conversion Kit
09CCTOL-3500
Photoelectric Control Roadway Lighting a. UL and CSA Compliant b. Stem Mount (non-swivel type) c. Volts: 120 Amps: 25 Ballast 25 Tungsten Acceptable Brands: Intermatic Inc. K4141C
09CCTOL-3505
Receptacle, Photoelectric Control Roadway Lighting: a. UL and CSA Compliant b. Volts: 105 to 480 Volts for use with K4500 Series Locking-Type Controls. Acceptable Brands: Intermatic Inc. K121 Receptacle
09CCTOL-3510
Photoelectric Control Roadway Lighting a. UL and CSA Compliant b. Locking -Type Mounting b. Volts: 120 Amps: 8.3 Ballast 15 Tungsten Acceptable Brands: Intermatic Inc. K4521
09CCTOL-3515
Photoelectric Control, Roadway Lighting: a. UL and CSA Compliant b. Locking -Type Mounting c. Volts: 208 Amps: 8.3 Ballast 15 Tungsten Acceptable Brands: Intermatic K4524
09CCTOL-3520
Photoelectric Control, Roadway Lighting: a. UL and CSA Compliant b. Locking -Type Mounting c. Volts: 480 Amps: 8.3 Ballast 15 Tungsten Acceptable Brands: Intermatic Inc. K4535
09CCTOL-3525
HAND/OFF/AUTO SWITCH a. 2 Normally Open Contacts 2SPST (50ZAC8) Acceptable Brands: Siemens 50AA3C3
09CCTOL-3600
Lamp, Roadway Lighting: a. IES and ANSI Compliant b. Lamp Type: High Pressure Sodium (HPS) c. Watts: 250 Bulb: ET-18 d. ANSI Code: S50 e. Finish: Clear Acceptable Brands: Sylvania LU250/ECO ET-18 .
09CCTOL-3605
Lamp, Roadway Lighting: a. IES and ANSI Compliant b. Lamp Type: Metal Halide c. Watts: 175 Bulb: BT-28 d. ANSI Code: M-57 e. Finish: Clear, Universal Burn Acceptable Brands: Sylvania Standard Metalarc M175/U BT-28 44
09CCTOL-3610
Lamp, Roadway Lighting: a. IES and ANSI Compliant b. Lamp Type: Metal Halide c. Watts: 400 Bulb: ET-18 d. ANSI Code: M-59/E e. Finish: Clear, Universal Burn Acceptable Brands: Sylvania Standard Metalarc M400/U/ET-18
09CCTOL-3615
Lamp, Roadway Lighting: a. IES and ANSI Compliant b. Lamp Type: High Pressure Sodium (HPS) c. Watts: 400 Bulb: ET-18 d. ANSI Code: S51 e. Finish: Clear Acceptable Brands: Sylvania LU400/ECO ET-18 .
09CCTOL-3620
Lamp, Roadway Lighting: a. IES and ANSI Compliant b. Lamp Type: Metal Halide c. Watts: 250 Bulb: BT-28 d. ANSI Code: M-58 e. Finish: Clear, Universal Burn Acceptable Brands: Sylvania Standard Metalarc M250/U BT-28
09CCTOL-3625
Lamp, Roadway Lighting: (GG Pkwy Overpass) a. IES and ANSI Compliant b. Lamp Type: Metal Halide c. Watts: 400 Bulb: BT-28 d. ANSI Code: M-59/E e. Finish: Clear, Universal Burn Acceptable Brands: Sylvania Compact Metalarc M400/U/BT-28
09CCTOL-3630
Lampholder, HID Mogul Base a. Material: Porcelain b. Mounting: Screw Type c. Rating: 2000W – 600V 5 KV Pulse-Rated d. Lamp Type: High Pressure Sodium and/or Metal Halide e. Watts: 250 and 400 Acceptable Brands: Leviton Catalog No. 8781
09CCTOL-3800
Ballast Replacer Kit, Roadway Lighting Lamp: a. ANSI & CSA Compliant b. Watts: 250 S50 c. Light Source: High Pressure Sodium d. Voltage: MultiTap 120/208/240/277 Acceptable Brands: Advance 71A8271-001D
09CCTOL-3805
Ballast Replacer Kit, Roadway Lighting Lamp: a. IES and ANSI Compliant b. Watts: 250 Watt S-50 c. Light Source: High Pressure Sodium d. Volts: 480 Acceptable Brands: Advance 71A8241-001D; Sylvania LU250/480-KIT
45
09CCTOL-3810
Ballast Replacer Kit, Roadway Lighting Lamp: a. IES and ANSI Compliant b. Watts: 400 M-59 c. Light Source: Metal Halide d. Volts: 480 e. Type: Autoreg Acceptable Brands: Advance 71A6041-001D
09CCTOL-3815
Ballast Replacer Kit, Roadway Lighting Lamp: a. ANSI & CSA Compliant b. Watts: 400 S51 c. Light Source: High Pressure Sodium d. Volts: MultiTap 120/208/240/277 e. Type: Autoreg Acceptable Brands: Advance 71A8473-001D
09CCTOL-3820
Ballast Replacer Kit, Roadway Lighting Lamp: a. IES and ANSI Compliant b. Wattage: 250 M-58 c. Light Source: Metal Halide d. Volts: 480 e. Type: Autoreg Acceptable Brands: Advance 71A5740-001D
09CCTOL-3825
Ballast Replacer Kit, Roadway Lighting Lamp: a. IES and ANSI Compliant b. Watts: 400 S-51 c. Light Source: High Pressure Sodium d. Volts: 480 e. Type: Autoreg Acceptable Brands: Advance 71A8443-001D;
Sylvania LU400/480-KIT
09CCTOL-3830
Ballast Replacer Kit, Roadway Lighting Lamp: a. IES and ANSI Compliant b. Watts: 175 M-57 c. Light Source: Metal Halide d. Volts: MultiTap 120/208/240/277/480 Acceptable Brands: Sylvania M175SUPER5KIT 47243
09CCTOL-3900
Ignitor, Roadway Lighting Lamp: a. IES and ANSI Compliant b. Plug-in Design c. Useable with 35 through 400 Watt HPS lamps. Acceptable Brands: GE 35-967410-51 / GE 35-216710R01 (GEH-3921C)
09CCTOL-3905
Ignitor, Roadway Lighting Lamp: a. IES and ANSI Compliant b. Useable with 35 through 400 Watt HPS lamps. Acceptable Brands: Magnetec HPS450-1B .
09CCTOL-4000
Fuse Neutral, Electrical Roadway Lighting per the following: a. Dimension: 13/32” x 1-1/2” b. Stamped “THIS IS NOT A FUSE” Acceptable Brands: BUSS NNB Fuse “Neutrals” 46
09CCTOL-4005
Fuse, Electrical Roadway Lighting per the following: a. 10 Amp 500 VAC b. Time-Delay Acceptable Brands: BUSS FNQ-10
09CCTOL-4010
Fuse, Electrical Roadway Lighting per the following: a. 5 Amp 500 VAC b. Time-Delay Acceptable Brands: BUSS FNQ-5
09CCTOL-4015
Fuseholder, Breakaway Electrical In-Line per the following: a. Single Pole for 13/32”x1-1/2” Fuses Type: FNQ b. Rated 30A, 600 VAC c. Phase Identification: Black d. CSA Certified, Class 6225-01, File 47235 Acceptable Brands: Bussmann Tron HEB-AW-RYC-J (Single conductor Insulating Boot)
09CCTOL-4020
Fuseholder, Breakaway Electrical In-Line per the following: a. Single Pole for 13/32”x1-1/2” Fuses Type: FNQ b. Rated 30A, 600 VAC c. Phase Identification: White d. CSA Certified, Class 6225-01, File 47235 Acceptable Brands: Bussmann Tron HET-AW-RYC-J (Single conductor Insulating Boot)
09CCTOL-4025
Fuseholder, Breakaway Electrical In-Line per the following: a. Double Pole for 13/32” x 1-1/2” Fuse Type: FNQ b. Rated 30A, 600 VAC c. Phase Identification: Black d. CSA Certified, Class 6225-01, File 47235 Acceptable Brands: Bussmann Tron HEB-AW-RYC (Double Conductor Insulating Boot)
09CCTOL-4030
Fuseholder, Breakaway Electrical In-Line per the following: a. Double Pole for 13/32” x 1-1/2” Fuse Type: FNQ b. Rated 30A, 600 VAC c. Phase Identification: White d. CSA Certified, Class 6225-01, File 47235 Acceptable Brands: Bussmann Tron HET-AW-RYC (Double Conductor Insulating Boot)
09CCTOL-4035
Surge Protector, Highway Lighting (Transformer Base Installed) a. Multi-voltage High Mast Lighting b. Weatherproof c. No Follow Current d. Line To Ground Protection e. Neutral To Ground Protection f. 5 Nanosecond Response Time g. 25 KA (8x20us) Capability Acceptable Brands: HESCO/RLS HE480
09CCTOL-4040
Surge Arrester, Highway Lighting (Service Entrance Electrical Enclosure) a. Designed for outdoor installation on service entrance stainless steel cabinet. b. Parallel metal oxide varistors (MOV) from each line to grounded neutral. c. Molded polycarbonate housing with ½”x20 threaded nipple weatherproof and UV resistant. d. Epoxy encapsulation to protect components from moisture, dirt and corrosion e. Color coded 18” 10 AWG leads with 6 AWG ground lead per FDOT Specifications. f. 480 volt single phase application. Acceptable Brands: Intermatic AG4801. 47
09CCTOL-4045
Electrical Disconnect a. NEMA 3R, Heavy Duty Safety Switch b. 600 Volt Single Throw Not - Fusible c. Dust Tight, Water Tight, Corrosion Resistant d. Tongue and Hasp for padlocking Acceptable Brands: Square D HU363RB
09CCTOL-4050
Electrical Enclosure, Stainless Steel with Locking Tongue and Hasp a. 14 gauge Type 304 Stainless Steel b. Seams continuously welded and ground smooth c. Dust Tight, Water Tight, Corrosion Resistant d. Stainless Steel continuous hinge on left side of box. e. Oil resistant gasket f. Tongue and Hasp for padlocking. g. Provide studs for mounting panel. h. Size: 36” High, 24” Wide, 8” Deep (Door thickness not included in cabinet depth) i. Unpainted Smooth 3 brush finish. Acceptable Brands: E-BOX S36248N4X .
09CCTOL-4055
Transformer, Dry Type a. Designed, Constructed and Rated in Accordance with UL, CSA, NEMA, ANSI, IEEE b. Enclosure shall be UL / NEMA Type 3R and marked on the Transformer. c. Transformer shall incorporate an electrostatic shield for the attenuation of voltage spikes, fine noise, and transients. d. Transformer enclosures shall be grounded per the National Electric Code. e. Primary: 240 / 480 volt; Secondary: 120 / 240 volt Acceptable Brands: Acme T-2-53007-S
LIVINGSTON ROAD DECROATIVE LIGHTS (Green) AAL/Valmont
09CCTOL-5000
Luminaire, Architectural Area Lighting a. Decorative Light Replacement: No Substitutes Acceptable Brands: AAL UCL-BEL-H3-02A-1057-250MH-480V
09CCTOL-5005
Pole, Single 20 ft. Valmont a. Decorative Pole Replacement: No Substitutes. Acceptable Brands: Valmont 200640706T4A-PTD English Ivy
09CCTOL-5010
Transformer Base for Above Listed Pole (09CCTOL- 5005) a. Decorative Transformer Base Replacement: No Substitutes. Acceptable Brands: 07R1012B17-PTD English Ivy
09CCTOL-5015
Scroll Arm, Single a. Decorative Scroll Arm Replacement: No Substitutes. Acceptable Brands: 1PA0825H40A-PTD English Ivy
09CCTOL-5020
Pole, Twin 25 ft. Valmont a. Decorative Pole Replacement: No Substitutes. Acceptable Brands: Valmont 250660106T4A-PTD English Ivy
09CCTOL-5025
Transformer Base for Above Listed Pole (09CCTOL- 2108) a. Decorative Transformer Base Replacement: No Substitutes. Acceptable Brands: 10R1315B17-PTD English Ivy
48
09CCTOL-5030
Scroll Arm, Twin a. Decorative Scroll Arm Replacement: No Substitutes. Acceptable Brands: 2PA0825H60A-PTD English Ivy
09CCTOL-5035
Cap, Pole Top a. Decorative Cap Replacement with Set Screws: No Substitutes. Acceptable Brands: Valmont 300240 English Ivy
MEDITERRA DECORATIVE LIGHTS (Black) LUMEC
09CCTOL-5050
Luminaire, LUMEC Bell a. Decorative Light Replacement: No Substitutes b. Power Coated Black Textured Per HAPCO Specification 73737-117 Acceptable Brands: 400 HPS-DMSL30-SG1-480-BKTX with Suspension Ring Adaptor 107598
09CCTOL-5055
Arm, Single Pipe a. Decorative Pole Replacement: No Substitutes. b. Power Coated Black Textured Per HAPCO Specification 73737-117 Acceptable Brands: Hapco 2” Schedule 40 6063-T6 Alloy 77836
09CCTOL-5060
Scroll, Single Arm a. Decorative Scroll Arm Replacement: No Substitutes b. Power Coated Black Textured Per HAPCO Specification 73737-117 Acceptable Brands: Hapco 2” x ¾” x ¼” Channel 77837
09CCTOL-5065
Cap, Removable Pole Top a. Decorative Cap: No Substitutes. b. Power Coated Black Textured Per HAPCO Specification 73737-117 Acceptable Brands: Hapco Removable Pole T op Cap w/Set Screws
09CCTOL-5070
Pole, Tapered Aluminum a. Decorative Pole Replacement: No Substitutes. b. Power Coated Black Textured Per HAPCO Specification 73737-117 Acceptable Brands: Hapco Tapered Aluminum Pole 0.219 Wall 6063-T6 Alloy
09CCTOL-5075
Transformer Base for Above Listed Pole (09CCTOL- 2106) a. Decorative Transformer Base Replacement: No Substitutes. b. Power Coated Black Textured Per HAPCO Specification 73737-117 Acceptable Brands: Hapco Transformer Base 70501 with Door
EAST TRAIL DECORATIVE LIGHTS (Green) LUMEC
09CCTOL-6000
Luminaire, Complete Assembly a. Decorative Light Replacement: No Substitutes b. Acceptable Brands: LUMEC 250MH-DMS30-SG3-480V-DL-LD-COLTX-LMS11684A with Suspension Ring Adapter 107598
09CCTOL-6005
Globe, Luminaire a. Decorative Light Replacement: No Substitutes. b. Drop Lens Acceptable Brands: LUMEC
09CCTOL-6010
Reflector a. Decorative Light Replacement: No Substitutes. b. Reflector Acceptable Brands: LUMEC 49
09CCTOL-6015
Housing, Lower a. Decorative Light Replacement: No Substitutes. b. Lower Housing Acceptable Brands: LUMEC
09CCTOL-6020
Housing, Upper a. Decorative Light Replacement: No Substitutes b. Upper housing Acceptable Brands: LUMEC
09CCTOL-6025
Adaptor a. Decorative Light Replacement: No Substitutes b. Suspension Ring Adaptor 107598 Acceptable Brands: LUMEC
09CCTOL-6030
Arm a. Decorative Arm Replacement: No Substitutes b. Arm Acceptable Brands: LUMEC
09CCTOL-6035
Band, Decorative a. Decorative Band Replacement: No Substitutes b. Decorative Band Acceptable Brands: LUMEC
09CCTOL-6040
Adaptor, Central a. Decorative Adaptor Replacement: No Substitutes b. Central Adaptor Acceptable Brands: LUMEC
09CCTOL-6045
Pole a. Decorative Pole Replacement: No Substitutes b. Pole Acceptable Brands: LUMEC
09CCTOL-6050
Cover, Decorative a. Decorative Cover Replacement: No Substitutes b. Decorative Cover Acceptable Brands: LUMEC
09CCTOL-6055
Base a. Decorative Base Replacement: No Substitutes b. Base Acceptable Brands: LUMEC
09CCTOL-6060
Access Door a. Decorative Door Replacement: No Substitutes b. Decorative Door Acceptable Brands: LUMEC
09CCTOL-6065
Cover, Base a. Decorative Base Cover Replacement: No Substitutes b. Base Cover Acceptable Brands: LUMEC
50
09CCTOL-6070
Cover a. Decorative Cover Replacement: No Substitutes b. Cover Acceptable Brands: LUMEC
09CCTOL-6075
Banner Arm, Upper a. Decorative Banner Arm Replacement: No Substitutes b. Upper Arm Acceptable Brands: LUMEC
09CCTOL-6080
Banner Arm, Lower Br eakaway a. Decorative Banner Arm Replacement: No Substitutes b. Lower Breakaway Arm Acceptable Brands: LUMEC
09CCTOL-6085
Breakaway Support Coupling for Use with 1 inch Diameter Anchor B olt Breakaway Support Couplings conforming to AASHTO 1985 Standards for Breakaway Supports for Light Poles and Approved by FHWA for use on Federal Aid Projects. Accaptable Brands: Transpo Industries, Inc. Pole-Safe Model No. 201 PFI 200-1A Breakaway Couplingj Assembly #19-1023 FRGCP1/5
PANTHER PASS PEDESTRIAN BRIDGE (SR 29 at Farm Worker Village)
09CCTOL-6200
Ballast Assembly Plate: (for use with 2202 Compact Fluorescent Lamp) a. 120V, 60 Hz. b. Watts: 7-9 Max. c. Amps: 0.1 Max. Acceptable Brands: BEGA/US BP2036
09CCTOL-6205
Lamp, Compact Fluorescent: a. Nominal Watts: 9 b. Bulb: T-4 c. MOL: 6.5” d. Base: G23 Acceptable Brands: Sylvania DULUX S CF9DS/827
ELECTRICAL MANAGEMENT COMPONENTS
09CCTOL-6400
Electrical Wire, Stranded Annealed (soft) 600V Copper per the following: a. Color: Black b. Size: AWG #6 c. Insulation: THW, THHN or THWN Heat, moisture, oil and gasoline resistant. d. Spool Length: 500 Ft. e. NEC Approved and UL Listed. f. Mfg. Part Number: Wire THHN 6 STR BK
09CCTOL-6405
Electrical Wire, Stranded Annealed (soft) 600V Copper per the following: a. Color: Green b. Size: AWG #6 c. Insulation: THW, THHN or THWN Heat, moisture, oil and gasoline resistant. d. Spool Length: 500 Ft. e. NEC Approved and UL Listed. f. Mfg. Part Number: Wire THHN 6 STR GN
51
09CCTOL-6410
Electrical Wire, Stranded Annealed (soft) 600V Copper per the following: a. Color: White b. Size: AWG #6 c. Insulation: THW, THHN or THWN Heat, moisture, oil and gasoline resistant. d. Spool Length: 500 Ft. e. NEC Approved and UL Listed. f. Mfg. Part Number: Wire THHN 6 STR WE
09CCTOL-6415
Electrical Wire, Stranded Annealed (soft) 600V Copper per the following: a. Color: Black b. Size: AWG #10 c. Insulation: THW, THHN or THWN Heat, moisture, oil and gasoline resistant. d. Spool Length: 500 Ft. e. NEC Approved and UL Listed. f. Mfg. Part Number: Wire THHN 10 STR BK
09CCTOL-6420 Electrical Wire, Stranded Annealed (soft) 600V Copper per the following: a. Color: Green b. Size: AWG #10 c. Insulation: THW, THHN or THWN Heat, moisture, oil and gasoline resistant. d. Spool Length: 500 Ft. e. NEC Approved and UL Listed. f. Mfg. Part Number: Wire THHN 10 STR GN 09CCTOL-6425 Electrical Wire, Stranded Annealed (soft) 600V Copper per the following: a. Color: White b. Size: AWG #10 c. Insulation: THW, THHN or THWN Heat, moisture, oil and gasoline resistant. d. Spool Length: 500 Ft. e. NEC Approved and UL Listed. f. Mfg. Part Number: Wire THHN 10 STR WE 09CCTOL-6430 Electrical Wire, Stranded Annealed (soft) 600V Copper per the following: a. Color: Black b. Size: AWG #12 c. Insulation: THW, THHN or THWN Heat, moisture, oil and gasoline resistant. d. Spool Length: 500 Ft. e. NEC Approved and UL Listed. f. Mfg. Part Number: Wire THHN 12 STR BK 09CCTOL-6435 Electrical Wire, Stranded Annealed (soft) 600V Copper per the following: a. Color: Green b. Size: AWG #12 c. Insulation: THW, THHN or THWN Heat, moisture, oil and gasoline resistant. d. Spool Length: 500 Ft. e. NEC Approved and UL Listed. f. Mfg. Part Number: Wire THHN 12 STR GN 09CCTOL-6440 Electrical Wire, Stranded Annealed (soft) 600V Copper per the following: a. Color: White b. Size: AWG #12 c. Insulation: THW, THHN or THWN Heat, moisture, oil and gasoline resistant. d. Spool Length: 500 Ft. e. NEC Approved and UL Listed. f. Mfg. Part Number: Wire THHN 12 STR WE 52
09CCTOL-6445
Electrical Wire, Stranded Annealed (soft) 600V Copper per the following: a. Color: Black b. Size: AWG #14 c. Insulation: THW, THHN or THWN Heat, moisture, oil and gasoline resistant. d. Spool Length: 500 Ft. e. NEC Approved and UL Listed. f. Mfg. Part Number: Wire THHN 14 STR BK
09CCTOL-6450
Electrical Wire, Solid Annealed (soft) 600V Copper per the following: a. Color: Green b. Size: AWG #6 c. Insulation: THW, THHN or THWN Heat, moisture, oil and gasoline resistant. d. Spool Length: 500 Ft. e. NEC Approved and UL Listed. f. Mfg. Part Number: Wire THHN 6 SOL GRN
09CCTOL-6455 Mule Tape, Detectable with Footmarkings per the following: a. Tensile: 1250 lbf b. Width: ½ - inch c. Construction: Woven Acceptable Brands: Detectable Herculine Item #P1250T 09CCTOL-6460
Connector, Split Bolt Type for Three Wires per the following: a. Size: NAED No. 02021 Acceptable Brands: NSi Industries N-6L
09CCTOL-6465
Connector, Winged Wire-Nut High Dielectric Shell per the following: a. Color: Red b. Size: NAED No. 14111 Wire Range 22-10 AWG Acceptable Brands: NSi Industries WWC-R-C
09CCTOL-6470
Connector, Winged Wire-Nut High Dielectric Shell per the following: a. Color: Tan b. Size: NAED 14124 Wire Range 22-6 AWG Acceptable Brands: NSi Industries WWC-T-C
09CCTOL-6475
Connector, Winged Wire-Nut High Dielectric Shell per the following: a. Color: Yellow b. Size: NAED 14101 Wire Range 22-12 AWG Acceptable Brands: NSi Industries WWC-Y-C
09CCTOL-6480
Connector, Winged Wire-Nut High Dielectric Shell per the following: a. Color: Green b. Size: NAED 14127 Wire Range 14-10 AWG Acceptable Brands: NSi Industries WWC-GR-C
09CCTOL-6485
Connector, Direct Bury Water proof Winged Wire-Nut per the following: a. Wire Range: #14 - #6 AWG b. Volts: 600 c. UL listed as Pressure Type connector & CSA certified as both Pressure Type & Direct Bury Acceptable Brands: KING 9 DARK BLUE
09CCTOL-6490 Thermo-Shrink Thin-Wall Heat Shrinkable Tubing a. Wire Size: AWG 8-4 b. Quantity: 3/8 x 200 ft. Acceptable Brands: Ideal Industries 46-321 or equal 53
09CCTOL-6495
Splice and Tap Kit – Water Resistant a. For Splicing and Tapping #14 to #2 AWG b. Volts: Up to 600 c. Water Resistant (Gel Sealant) Acceptable Brands: Raychem Model #CPGI-GTAP-1
09CCTOL-6500
Splice, Tinned Copper Compression per the following: a. Serrations to indicate proper crimp location b. Marked with die index and color coded c. Size: NAED 03701 (Blue) #6 Acceptable Brands: NSi Industries SC-6
09CCTOL-6505
Insulated Vinyl-Butt Connector per the following: a. Size: NAED 06752 #12-10 AWG Wire b. Marked with wire size Acceptable Brands: NSi Industries B12-V
09CCTOL-6510
Insulated Vinyl-Butt Connector per the following: a. Size: NAED 06751 #16-14 AWG Wire b. Marked with wire size Acceptable Brands: NSi Industries B16-V
09CCTOL-6515
Shrink-Tube Butt Connector per the following: a. Size: NAED 07982 #12-10 AWG Wire b. Marked with wire size Acceptable Brands: NSi Industries SB12
09CCTOL-6520
Mechanical Single-Indent Lug Crimper per the following: a. Wire Range: CU-250 MCM to 8 AWG Al-4/0 AWG to 8 AWG Acceptable Brands: NSi Industries M-250
09CCTOL-6525
Tape, Vinyl Plastic Electrical Insulation per the following: a. High Performance b. Color: Black c. Volts to: 600 VAC at 80 Degrees Centigrade d. CSA Certified and UL Listed e. Size: ¾ inch x 66 ft. Roll Acceptable Brands: Scotch 3M 33+
09CCTOL-6530
Tape, Electrical Splicing Linerless Rubber per the following: a. 30-mil, EPR based, corona-resistant b. Meet requirements of HHI-553C. Grade A*B & ASTM D-4388, Type III c. Splicing Solid Dielectric Cables Through 69kV d. Size: ¾” x 30 ft. Roll Acceptable Brands: Scotch 3M 130C
09CCTOL-6535
Tape, Electrical Insulation Putty per the following: a. Electrical Grade b. Rubber Based c. Volts to: 600 VAC d. CSA Certified and UL Listed e. Size: 1-1/2 inch x 60 ft. Roll Acceptable Brands: 3M Scotchfil
54
09CCTOL-6540
Tape, Vinyl Plastic Electrical Insulation for Phase Identification Color Coding per the following: a. Color: White b. Size: 7-mil x ¾” x 66 ft. Roll c. Volts: to 600VAC at 80 Degrees Centigrade d. UL510 and CSA 22.2 Certified Acceptable Brands: Scotch 3M 35
09CCTOL-6545
Tape, Vinyl Plastic Electrical Insulation for Phase Identification Color Coding per the following: a. Color: Red b. Size: 7-mil x ¾” x 66 ft. Roll c. Volts: to 600 VAC at 80 Degrees Centigrade d. UL510 and CSA 22.2 Certified Acceptable Brands: Scotch 3M 35
Pull Box per State of Florida Department of Transportation Design Standards, Latest Edition and State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction,Section 992, Latest Edition 09CCTOL-6600
Pull Box, AASHTO H-20 Deliberate Vehicular Traffic Applications per the following: a. Design in accordance with ACI318, AASHTO current edition. b. Open Bottom c. Minimum Inside Dimensions: Length: 24 Inches Width: 16 Inches Depth: 12 Inches Acceptable Brands: Old Castle Precast UV1624
09CCTOL-6605
Cover, Pull Box AASHTO H-20 Deliberate Vehicular Traffic Applications per the following: a. Material: Diamond Plate Galvanized AASHTO H-20 Loading b. Cover shall fit the above 09CCTOL-6600 Pull Box c. Manufacturer’s logo shall be stamped on each pull box cover along with the words “STREET LIGHT”. Acceptable Brands: Old Castle Precast H20UV1624
09CCTOL-6610
Pull Box per the following: a. Material: Polymer Concrete b. Open Bottom c. Minimum Inside Dimensions: Length: 21-1/4 Inches Width: 11-3/4 Inches Depth: 12-0 Inches Acceptable Brands: Quazite PG1324BA12
09CCTOL-6615
Cover, Pull Box per the following: a. Material: Polymer Concrete b. Heavy Duty 2 inch Thick Cover with 2 Bolts shall fit the above 09CCTOL-6610 Pull Box c. Manufacturer’s logo shall be stamped on each pull box cover along with the words “STREET LIGHT”. Acceptable Brands: Quazite PG1324HA00
09CCTOL-6620
Cover, Pull Box (Replacement Cover) per the following: a. Material: Steel b. Steel Cover with 2 Bolts c. Manufacturer’s logo shall be stamped on each pull box cover along with the words “STREET LIGHT”. Acceptable Brands Quazite: PG1324SA
55
09CCTOL-6625
Cover, Pull Box (3/4” Thick Replacement Cover) per the following: a. Material: Polymer Concrete b. Heavy Duty 3/4" Thick Cover with 2 Bolts shall fit PC1118BA12 Pull Box c. Manufacturer’s logo shall be stamped on each pull box cover along with the words “STREET LIGHT”. Acceptable Brands: Quazite PC1118HA00
Breaker, Circuit used Roadway Lighting per State of Florida Department Transportation Design Standards and State of Florida Department of Transportation Standard Specifications for Road and Bridge Constructuon Section 992, Latest Edition. 09CCTOL-6800 Circuit Breaker 2-Pole, 480Y/277 Vac ~ HOLD: 270 TRIP: 875 09CCTOL-6800-1 · 15 amp Circuit Breaker Square D EDB24015 09CCTOL-6800-2 · 20 amp Circuit Breaker Square D EDB24020 09CCTOL-6800-3 · 30 amp Circuit Breaker Square D EDB24030 09CCTOL-6800-4 · 40 amp Circuit Breaker Square D EDB24040 09CCTOL-6800-6 · 60 amp Circuit Breaker Square D EDB24060 09CCTOL-6800-1 · 100 amp Circuit Breaker Square D EDB24100
09CCTOL-6805 Circuit Breaker 1-Pole, 277 Vac ~ HOLD: 270 TRIP: 875 09CCTOL-6805-1 · 15 amp Circuit Breaker Square D EDB14015 09CCTOL-6805-2 · 20 amp Circuit Breaker Square D EDB14020 09CCTOL-6805-3 · 30 amp Circuit Breaker Square D EDB14030 09CCTOL-6805-4 · 40 amp Circuit Breaker Square D EDB14040 09CCTOL-6805-6 · 60 amp Circuit Breaker Square D EDB14060 09CCTOL-6805-1 · 100 amp Circuit Breaker Square D EDB14100 Rod, Copper Clad Ground per State of Florida Department Transportation Design Standards and State of Florida Department of Transportation Standard Specifications for Road and Bridge Constructuon Section 992, Latest Edition. 09CCTOL-6810
Rod, Copper Clad Grounding per the following: a. Size: 5/8 inch Diameter by 10 feet
09CCTOL-6815
Clamp, Bronze Ground Rod a. Size: 5/8 inch Diameter
09CCTOL-6820 Cable Tie, Nylon Marker per the following: a. Length: 5.1 inches b. Write-on Area: 0.76 inch x 1.04 inch Flag Acceptable Brands: Panduit Catalog E-102 PLF1MA-C or equivalent 09CCTOL-6825
Cable Tie, Black Nylon a. Length: 8.4 inches b. Width: 0.30 inches c. Minimum Loop Tensile Strength: 120 lbs. d. Maximum Bundle Diameter: 2 inches Acceptable Brands: Panduit Catalog E-102 PLT2H-LO or equivalent
Miscellaneous PPE and Operating Items
09CCTOL-7000
Sling, Endless Round Lifting per the following: a. Polyester Endless Roundsling b. Capacities: Vertical ~ 6,000 lbs., Choker ~ 4,800 lbs., Basket ~ 12,000 lbs. c. Length: 4 ft. Acceptable Brands: Certified Slings 600 x 4 #340-04175 Green 56
09CCTOL-7002
Sling, Endless Round Lifting per the following: a. Polyester Endless Roundsling b. Capacities: Vertical ~ 6,000 lbs., Choker ~ 4,800 lbs., Basket ~ 12,000 lbs. c. Length: 6 ft. Acceptable Brands: Certified Slings 600 x 6 #340-04200 Green
09CCTOL-7004
Hook, Lifting per the following: a. Sliding Choker Hook b. Capacity: 3-1/4 Tons Working Load Limit Acceptable Brands: Certified Slings ASH2 Joker Sling Hook 3010-05005 Green
09CCTOL-7006
Hard Hat, per the following: a. Full Brim, 6 PT Ratcet b. Color: Yellow c. Meet or Exceed All Requirements for Type I (Top Impact) ANSI Z89.1 – 1997, Class G Acceptable Brands: Certified Slings A49R 4620-00052
09CCTOL-7008
Harness, Full Body per the following: a. Miller Revolution Harness with Dual Tech Webbing b. Size: Small/Medium Acceptable Brands: Miller Revolution Harness #4600-00922 No Substitutes
09CCTOL-7010
Harness, Full Body per the following: a. Miller Revolution Harness with Dual Tech Webbing b. Size: Large/ExLarge Acceptable Brands: Miller Revolution Harness #4600-00922 No Substitutes
09CCTOL-7012
Shock Absorber Lanyard per the following: a. Tubular Webbing Shock Absorber Lanyard b. Length: 6 foot Acceptable Brands: Titan T5111
09CCTOL-7014
Lineman's Leather Protector Glove per the following; a. Length: 14 inch b. Size: 8 - 8 1/2 Acceptable Brands: Salisbury ILP-5S
09CCTOL-7016
Lineman's Leather Protector Glove per the following; a. Length: 14 inch b. Size: 9 - 9 1/2 Acceptable Brands: Salisbury ILP-5S
09CCTOL-7018
Lineman's Leather Protector Glove per the following; a. Length: 14 inch b. Size: 10 - 10 1/2 Acceptable Brands: Salisbury ILP-5S
09CCTOL-7020
Lineman's Leather Protector Glove per the following; a. Length: 14 inch b. Size: 11 - 11 1/2 Acceptable Brands: Salisbury ILP-5S
57
