Pole Design

COLLIER COUNTY TRAFFIC OPERATIONS

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 manner. It is the Contractor’s responsibility to provide the labor, skilled in the appropriate areas, necessary to provide an acceptable and 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 shall be new or in like-new condition. The Collier County Roadway 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 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]) 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 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. Any changes that necessitate the 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 shall be compensated 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 conflict with the Contractor’s excavations and underground cable 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 stake or locate a possible conflict, or where hand-digging is specified on the plans. The exact locations of utilities shall be determined by the Contractor when necessary, during construction. All overhead installations must meet a minimum four foot separations to communications lines (both 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 inches (24”) below the designed roadside ditch or swale invert. Primary cable (voltage exceeding 500 volts) shall have minimum thirty-six (36”) cover. Secondary cable (voltage less than 500 volts) shall have a minimum thirty-inch (30”) cover. Exception may be made by authority 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 Inspector gives approval. In the event the following items are concealed, it will be the Contractor’s responsibility to expose the questioned 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.

mailto:[email protected]�

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…………………….………............... 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 …………………………… 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 ………………….......… 33 Livingston Rd. Valmont / AAL Damage Report CCTO 04-222 ……………...… 34 Livingston Rd. Mediterra LUMEC/Hapco Damage Report CCTO 04-223…...… 35 Pruning Guide for Trees Located Near Streetlights 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 e. Precast Concrete Foundation (Cast In-Place Ground Wire Is NOT Approved. Min. ½” PVC Conduit Required);

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) h. Control Panels and Contactors shall be ITE or Square D Brand or approved equivalent. Enclosure shall be stainless

steel E-BOX Catalog No. S36248N4X with Vertical 36 inch Hinge on the Left Side or approved equivalent.

3. House side light trespass and glare shall be held to a minimum while providing maximum light to the roadway. 4. All electrical work shall meet the requirements of the latest editions of the 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 (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 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 “C” number for each pole as indicated on the Pole Data Sheet. Pole number shall be placed at approximately breast height 45 degrees from perpendicular to roadway and visible in the direction of the travel lane. Two Digit Numbers Shall Be Placed Horizontal. Three Digit Numbers Shall Be Placed Vertical. (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 for contacting all utility companies prior to any underground 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)

4

TECHNICAL SPECIAL PROVISIONS ROADWAY LIGHTING - 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 Contract. 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, 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)_____ on _____(roadway)_____ from ___(roadway)___ to ___(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 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 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 Increase, Decrease or Alteration in the Work: The Engineer reserves the right to make alterations in the character of the work which involve a substantial change in the nature of the design or in the type of construction or which materially increases or decreases the cost or time of performance. Such alteration shall not constitute a breach of Contract, shall not invalidate the Contract or release the Surety. The Engineer may direct in writing that the 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%.

5

(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 Description. 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.

6

SECTION 102 MAINTENANCE OF TRAFFIC 102-1 Description. 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 Items: Payment will be made under: Item No. 102- 1- Maintenance of Traffic - lump sum. SECTION 104 PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER POLLUTION 104-1 Description. 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

7

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 Description. 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 Existing 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 damage to existing concrete curb and gutter or existing pavement shall be repaired at the contractor’s expense. Repairs shall be made as directed by the engineer and to the satisfaction of the engineer. The cost of any sawcutting required to remove the existing sidewalk 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 ELEMENTS, AND TRAFFIC SEPARATOR 520-1 Description. 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.

8

SECTION 522 CONCRETE SIDEWALK (Broom Finish Required on All Sections) 522-1 Description. 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 including the spread footer for the light pole 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 Joints. 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 BORE 555-1 Description. 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.

9

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 555-6.2. Payment will be made under: Item No. 555-1 - Directional Bore - per foot of bore diameter. SECTION 575 SODDING 575-1 Description. 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 Ground: 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.

10

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 Basis 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 Description. 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 Materials and Equipment to be Installed. 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.

11

715-5.3 Placing Backfill for 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 Concrete Bases for Light 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 Alternate Foundation: Screw Base Foundations are Not Approved 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 Splicing. 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 Conduit 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 crossings 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 Light 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.

12

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 Grounding. 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 Installation. 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, de-energize the lighting system until the work is opened. 715-15 Acceptance of Highway Lighting. 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.

13

(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 the 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 price 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

14

15

16

17

18

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 Unit Cost Extended

Cost 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 Removal of Existing Pavement (Clearing & Grubbing) SY 520-1 Concrete Curb and Gutter LF 522-1 Concrete Sidewalk (4" Depth) SY 522-2 Concrete Sidewalk (6" Depth at Commercial Driveways) SY 570-5 Fertilizer (265 lbs/acre of 16-4-8) TN 570-9 Water for Grassing (1 inch per week) (Thousand Gallons) MG 575-1 Sodding (To Match Existing Conditions) SY --------------- Sub Total - Roadway LIGHTING 555-1 Directional Bore Less Than 6" (2” PVC Schedule 40) LF 715-1-113 Conductor (Insulated) (No. 6) LF 715-2-115 Conduit (Underground) (2" PVC Schedule 40) LF 715-7-11 Load Center (Secondary Voltage) EA 715-14-11 Pull Box (Roadside) EA

715-xxx-xxx Standard xx ft. Aluminum Light Pole w/x’ Arm Complete and Installed including light pole foundations. EA

--------------- Sub Total - Lighting Total Estimated Project Cost Deductive Alternate Light Pole Configuration

No BEM #

LUMEC All Aluminum Light Pole Assembly DMS50-250MH-SG3-480-LD-DL-CRL-1A-SAM8-23.5-GN6-TX-MS11684B with Powder Coat Ivy Green Finish Complete and Installed including light pole foundations per plans.

EA

Deductive Alternate Extra Decorative Light Poles

No BEM #

LUMEC All Aluminum Light Pole Assembly DMS50-250MH-SG3-480-LD-DL-CRL-1A-SAM8-23.5-GN6-TX-MS11684B with Powder Coat Ivy Green Finish Complete for Replacement Units due to damage after installation during normal service.

EA

��

��

��

��!��!��"#�$%&'()*$+,-� ��-

��

��./��0� ��

��0�/1��2� 3�� 2�� 3�0��20��

��1�4��

��0��

��

��0�/� �� 0��0

��0��56��.��7��0

�� 1��!�8!�8

�� 4� ��

�� 0��

��0��1� ��8!��1��

� �� 3�� 9�� 0

� ��0�/��0��

�� 0��0��

��:��

0�� 0��-��0�/

0�� 0��-��0��

�� -��0��

/��

�6��0��

�#"

;��)($

;$+,�

"��&

;'+)'#$

�"&+,'+<��$'<=,�

�$)>&

#$?

��"#�� -��0��

��0

�� 0��0

�

��

��0

�

��

��4� ��

��6�� "#�$%&'()*$+,-��0��

=$��@$$,�*$+<,=�"@�#"?�;)A�B$�$',=$#,C"�#"?>��@$$,�'+�*$+<,=�D"++$D,$?�BA)�'##$($#>'B*$�D"&E*'+<�)+?�?#'($+�)>�)�>'+<*$#"?�"#�,C"�#"?>��@$$,�'+�*$+<,=�)+?�>$E)#),$?BA�),�*$)>,��@$$,��

�)F$�)**�B"+?>�B$,C$$+�<#"&+?�C'#$>�)+?�<#"&+?$*$D,#"?$�)>>$;B*'$>�"#�)##)A>�C',=�)+�$.",=$#;'DB"+?�

*)>>��"&+?),'"+�"+D#$,$�;)A�B$�D)>,�'+E*)D$�"#�E#$D)>,�C',=��@*"C)B*$�@'**��B)DF@'**�E$#�� +?$.��G5�5�>=$$,�8�"@�8�"#��A?#)&*'D

/�H!

�� I��

��

�� 8��88��

H

��7�� 0�� 7��

�� $>'<+��,)+?)#?>��

��0��

��

��

�$@1�� $>'<+��,)+?)#?>��JJ��

�>��$%&'#$?�BA��)+&@)D,&#$#-

��6��

��9�

�"��",��>$� C'>,!"+�"++$D,"#>��@��+A�@�

��!��!��!4�"#�$%&'()*$+,-� ��-

�� !��!��!4�"#�$%&'()*$+,-� ��- �� !��!��"#�$%&'()*$+,-� ��-

�*)D$?�*$)+��)+?>�E$#�G�5!/�8

�� G�5!/�8

��5

��9��

=$�"+?&D,"#>��+("*($?��#$��)#<$#� =)+�K��

�$$��5��58�0#"&+?'+<��*$D,#"?$��+>,)**),'"+

��

8��

�$('>$?1��!�J!�J

��

��2��-

��2�� -

�J

�'+'>=$?�0#)?$ ��

��I

��0��

��0��

��!��0� �� -

8��

��2�� 2�� 0��2�0��

��0�� 9��0�� /8�!8�5

�� 0�� I�0��0 �� 0�� 0��0�� 0��0��

��0�/��

�=',$��?<$��'+$

��

��

��

��

��

��

��

� �� !��

"��

��##��

� ��

��!�� !!� ��#��#�# �� #

��#�� #�!� ��$��%��#��##�#�� #&�� %��#��#�$��#

� ��#��

!� ��

�'())��!*+,-(./*,��*,012.2�3(4�52�0().�/,�6'(02�*1�6120().�7/.8��9'*7(5'2�9/''��5(0:9/''�*1�4-1(+'/0��'(02-��'2(,�#(,-)�621�!� ��/,-2;��<=�=�)822.�"�*9�"�(,-�<�=��"

!��#! ��#�

��9*1��#��*1��%�> �?��

��9*1��#��*1��>��?��

��9*1��#��>� ��?��>()�12@+/12-�54��(,+9(0.+121?

��A��9*1��#��%��!�#� �� #��7/.8�# �� !�#��.82�#��#�B��#�!�A��!�#��##��>�� ?��##��>�� ?��#�� C��*1��

#�� (,-��#��7/.8�"��#��"" ��#��

� �� #��

� ��*9�!� ��!��D#��

!�� %�(,-��E��(,-��E��

�D��/,��#��9*1��##��*9�#��

��#��#�� #��#�# �� #��%�*1��C� �&��*1��C��&��C�� *'*1��*-2-��(1:/,F��(62�/)��*.��661*G2-��#��#�� #�

�� =D��H��I�� 82��922.�'2,F.8�*9�1*-�3(4�52�2/.821�.7*�1*-)��922.�/,�'2,F.8�0*,,20.2-�54�(�/112G21)/5'2�0*+6'/,F�(,-�-1/G2,�()�(�)/,F'2�1*-�*1�.7*�1*-)��922.�/,�'2,F.8�(,-�)26(1(.2-�54�(.�'2().��922.�

�(:2�(''�5*,-)�52.722,�F1*+,-�7/12)�(,-�F1*+,-�2'20.1*-2�())235'/2)�*1�(11(4)�7/.8�(,�2;*.8213/0�5*,-�

#22��=��="1*+,-/,F��'20.1*-2��,).(''(./*,

� ��! �� !� ��H��<=�"�!� ��!��#��! �� *9��H�� *1��#��#�621�<�=��"

� ��()�# ��*,��#>!� ��,-2;��<<�J�$��<<��

�� #��621�� $�� #�� #��#��"��"�=

��A��9*1��#��%��!�#� �� J�� #��7/.8��!�A�#� �� !�#��##��>�� ?��##��>�� ?��#�� C��%�*1��

��9*1��##�� #��#��#� D��#��J��

��9*1��#� ��##� ��#��$��#��%��#��

� �� #��#�� #��!�� !�� #�� K��

��

!�� !��#! ��#�

!�� !��

��!��

��

��

��

� �� H�� !��!!��#��

>��?

12G/)2-��=��L

STRAIN RELIEF FITTINGThomas&Betts TY-RAP (R)Single Bundle Mounting Plate

*

2" MIN.

SIDE WITH 10 AMP FNQ SLOW BLOW FUSE.BREAKAWAY FUSEHOLDER ON 480 VOLT

(HEB-AW-RYC or equivalent) (LINE POLE)


Conventional Aluminum Light PoleDRAWN BY: JWM

State Highway Pole Wiring Detail

UL Approved Ground Rod 5/8"x20' Long

DATE: 04-07-06 DRAWING NO.: CCTO 06-4184APPROVED BY: RWT

STAINLESS STEEL BOLTS,BANDS FRONT & BACK WITHCAST ALUMINUM MOUNTING

STRANDED AWG 6 CU GROUND WIRE

OPPOSITE HANDHOLEGROUND LUG LOCATED

THE SAME SIZE AS FNQ10 FUSE.SIDE WITH SOLID COPPER FUSE NEUTRALBREAKAWAY FUSEHOLDER ON NEUTRAL

GREEN (GROUND) AWG 10

WHITE (NEUTRAL) AWG 10

1/2" PVC IN BASE FOR PASSAGE OF

From

Pav

emen

t To

Lum

inai

reM

ount

ing

Hei

ght M

easu

red

BLACK or RED (HOT) AWG 10

DE

SIG

N M

OU

NTI

NG

HE

IGH

T

PO

LE H

EIG

HT

POLE CAP

PROJECT PLANSTRUSS ARM PER

HESCO/RLS HE480 (or equivalent)SECONDARY SURGE ARRESTER

The 20 feet length of rod may be eithertwo rods 10 feet in length connected byan irreversible coupling and driven as a singlerod or two rods 10 feet in length and separatedby at least 20 feet.

Make all bonds between ground wires and groundelectrode assemblies or arrays with an exothermicbond.

Class II Foundation Concrete may be castin place or precast with "flowable fill" backfillper FDOT Index 17515 sheet 3 of 3 or

6" +-

FLOWABLE FILL BETWEENPRECAST FOUNDATION ANDWALL OF EXCAVATION OR

SPLIT BOLT CONNECTOR AND ALL

ELECTRICAL TAPE OR EQUIVALENTWITH 3M SUPER 33 VINYL PLASTICBARE WIRE SHALL BE WRAPPED

+

20' SETBACK FROM EDGE OF TRAVELEDPAVEMENT OR 4' FROM FACE OF CURBUNLESS OTHERWISE NOTED ON PLANS.

FRANGIBLE TRANSFORMER BASE

SHOWN ON PLANSCUTOFF OPTICS ASLUMINAIRE WITH FULL

Ref: FDOT Design Standard Index 17500 rev. 07/01/05

(As Required by Manufacturer)

TOP OF FLOWABLE FILL/SAND

COMPRESSION SLEEVE &

Do Not Use Twist-on Connectors If Any Of

(HEB-AW-RLC-J or equivalent) (END POLE)

(HET-AW-RLC-J or equivalent) (END POLE)(HET-AW-RYC or equivalent) (LINE POLE)

Hydraulic Placed Clean Sands per 715-6.3

HYDRAULIC PLACED CLEAN SANDS PER 715-6.3

NEC 2005

LOCKWASHERS & NUTS

The Conductors Involved Are Larger Than #10.

See NEC 250.53 Grounding Electrode Installation

TOP OF CONDUIT

HEAT SHRINK INSULATION(PHASE COLOR CODE = BLACK)

(PHASE COLOR CODE = WHITE)

18" OVAL MAINTENANCE LOOP SECURED IN CENTER WITH PLASTIC TIE WRAP

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)

*

WATERPROOF SPLICE

POLYMER CONCRETE

*

21Revised: 08-21-09

CONCRETE PAD

12" Crushed Stone

PULLING BELL WITH CONDUIT SEAL PER ROAD & BRIDGE CONSTRUCTION SPECS. 630-3.5

DO NOT GROUND POLE WITHIN 2X GROUND ROD LENGTH OF TRAFFIC SIGNAL CONTROLLER CABINET OR CONTROLLER CABINET GROUNDING ELECTRODE OR GROUNDING ARRAY.

White Edge Line

PULL BOX AND LID

BLACK or RED=HOT, WHITE=NEUTRAL, GREEN=GROUND

AWG 6 THWN STRANDED COPPER GROUNDING

CONDUCTORS AND CONDUIT AS SHOWN IN PROJECT PLANS.

CONDUCTOR CONNECTING ALL POLES.

MINIMUM AWG 6 INSULATED THWN STRANDED COPPER CIRCUIT

(COLOR-CODED MARKING TAPE IS NOT APPROVED)

��

��

��

��

� ��

��

��!��"�� #!��

��!�� !��

�� $��

� �� #!�� $�� $��%� �� $�� $��

��!�� !��! �� !�� $��!��!��!�� &�'(��)�

��&��!��

��!��

��!��

��!��

�� *+�*"��"��

!�� *+��

$��

��,- �

.'(�/012345/678

�� !��

��519�26��':;269��<=/��,

�*, +,

��

!��!��>?+,@*�A��

�,

��

�('32B/�4�9('16B269�/5/:7('B/�4CC/DE5<�:'6C2C7269�'F'6/�'(�D'(/�9('16B269�/5/:7('B/C�:'1=5/B�7'9/7G/(��C1:G�7G47�7G/�7'745�5/697G�'F�7G/�/5/:7('B/C�26�7G/4CC/DE5<�2C�4�D262D1D�'F��F//7��B(23/6�267'�7G/�/4(7G�47�4�C2695/�='267��H27G'17�B2C(1=7269�7G//5/:7(2:45�:'6726127<�'F�7G/�4CC/DE5<�

�"��'B��/697G��26�

��!��

�('16B269��5/:7('B/��6C7455472'6 //��>��>��

��!� �$��

��!��

��!��

��

�2C:'66/:7�'4B��/67/(

�*,�@��,�#14I27/��4B

��

�� !��

��&*>�>�*+��H?��&��/:/=74:5/

��$! ��

46B� ��

$��?��/7/(� ':;/7��6C7455472'6=/(�$��?��47/C7��/32C2'6��/C296� 746B4(BC�

�,

�� $��

� �� !�� &��&�� ! � ��$�� ! ��

�� $�� *+��

*�� !�� $��>�� !�� !�� #!�� !��

�� !��

�� !�� $��,��$$��J�� !��,�

��!�� "��!�� $��$$�� !��!��

��>�F7�

$��>F7��26��F7��4@

�� ,@�,@��A��

�*��

��!��!��

(/32C/B�+��>��

� �/7/(�

- ��,

�/17(45�D1C7�E/�16E(';/6�

�'67(4:7'(��('32B/B�2C:'66/:7

*+��!��

�

�� $��

$�� *+��!��

��

�(//6?�G27/�'6B��2(/

�

$��?��2(269��249(4D

$��?��/7/(� ':;/7��6C7455472'6=/(�$��?��/C296� 746B4(BC��47/C7��/32C2'6

.�54:;�*,� /(2/C��8

ALUMINUM & GALVANIZED POLE INSTALLATION


DRAWN BY: JWM DRAWING No. CCTO 04-226DATE: 05-21-04

STANDARD ROADWAY LIGHTING

4030

40254035

2000-2005-2010

1070 - 30753040

3030 - 30353000 - 3025

Item

Fuse Holder with Fuse Neutral and Boots (White)

Fuse Holder with Fuse and Boots (Black)

Transformer Base Aluminum (TB1-17) (TB2-17) (TB3-17)Surge Protector

Pole, Round Tapered AluminumPole, Round Tapered Aluminum with Top Tenon MountLuminaire, Turnpike

Luminaire, Full Cutoff CobraHeadDescription / Part No.

Luminaire, Semi Cutoff CobraHead

2-3/8" OD x 4" Tenon

(Included with Pole)For Pole Top Mount

1070 1000thru1065

2005

2000

2010

1000 - 1065

Cobra Head and Turnpike LuminaireNEC 2005

Ref: FDOT Design Standards 1994.FDOT Design Standards 2008.

single rod or two rods 10 feet in lengthand separated by at least 20 feet.

an irreversible coupling and driven as a two rods 10 feet in length connected byThe 20 feet length of rod may be either

(FDOT Index 17764 & 17721)CONDUIT AS SHOWN ON PLANS

6" MIN.

BLACK=HOT, WHITE=NEUTRAL, GREEN=GROUND

TOP OF FLOWABLE FILL/SAND

+6" -

2" MIN.

PER ROAD & BRIDGE CONSTRUCTIONSPECIFICATIONS 630-3.5



OPPOSITE HANDHOLEGROUND LUG LOCATED

BANDS FRONT & BACK WITHSTAINLESS STEEL BOLTS,LOCKWASHERS & NUTS

CAST ALUMINUM MOUNTING

4035

4025 4030

Revised: 8-24-09

TOP OF CONDUIT

30" MIN.

23

3000

3025thru

3030

3035thru

3040

2005

2000

2010

See CCTO 08-202 for Dual Arm Pole

PULLING BELL WITH CONDUIT SEAL

6405

6400

6410

6460

6810

Finished Grade

65006490

4005

6415

6425

6420

BLACK AWG 6 CONDUCTOR

GREEN AWG 6 CONDUCTOR

WHITE AWG 6 CONDUCTOR

641564256420

Black AWG 10 Stranded Copper ConductorWhite AWG 10 Stranded Copper ConductorGreen AWG 10 Stranded Copper Conductor

640064106405

Black AWG 6 Stranded Copper ConductorWhite AWG 6 Stranded Copper ConductorGreen AWG 6 Stranded Copper Conductor

4005 Fuse 10 amp 500 VAC Time Delay

6810 Grounding Electrode 5/8" Diameter x 20 ft. Copper Clad

6460 Split Bolt Connector6490 Heat Shrink Insulation6500 Tinned Copper Compression Splice

1075


HSG ONLY - LMS11684AAvailable As One Unit Only

6070

6065

6060

6055

6050

6045

6080

6075

6035

6040

6030

60256020

6015

6010

6005

Complete Luminaire Assembly 6000

Finished Grade

Decorative Cover (Transition Fitter - LMS11684A)

Central Adaptor (LMS11684A)Decorative Bands (Scroll - LMS11684A)

Lower Breakaway Banner Arm (BABS - LMS11684A)6080Upper Banner Arm (BAS-LMS11684A)6075Cover (BRWY BSCOV - LMS11684A)6070Base Cover (LMS11684A)6065Access Door (Handhole Cover - LMS11684A)6060Base (Included with Pole 2150)6055

6050Pole (SSM8-27-LMS11684A)6045

60406035

Arm6030Suspension Ring Adaptor 1075986025Upper Housing6020Lower Housing6015Reflector (SG3-LMS11684A)Optics6010Globe (DL w/Frame - LMS12684A)6005

Description Item

LUMEC DECORATIVE STREETLIGHT ASSEMBLY

250 watt Metal Halide DMS30 LMS11684A(Type A)Drawing No. CCTO 03-204Drawn: JWMDate: 08-12-02Revised: 08-31-09

24'

6000

24

US 41, Fredrick to Courthouse Shadows


DRAWN BY: JWM DRAWING No. CCTO 03-204ADATE: 04-07-06

LUMEC Decorative Pole Wiring DetailUS 41, Fredrick to Courthouse Shadows

2" MIN.

2" PVC CONDUIT AS

GROUND WIRE.

WHITE AWG 6 (MINIMUM) INSULATED STRANDED COPPER

BLACK AWG 6 (MINIMUM) INSULATED STRANDED COPPER

GREEN AWG 6 (MINIMUM) INSULATED STRANDED

UL APPROVED GROUND

CIRCUIT CONDUCTOR AS SHOWN IN PROJECT PLANS.

COPPER GROUND WIRE CONNECTING ALL POLES.

OF STRANDED AWG 6 COPPER

6" MIN.

1/2" PVC IN BASE FOR PASSAGE

The 20 feet length of rod may be eithertwo rods 10 feet in length connected bya threaded coupling and driven as a singlerod or two rods 10 feet in length separatedby at least 20 feet.

Make all bonds between ground wires and groundelectrode assemblies or arrays with an exothermicbond.

Class I (Special) Foundation Concrete may becast-in-place or precast with "flowable fill"backfill per FDOT Index 17515 sheet 3 of 7

6" +-

FLOWABLE FILL BETWEENPRECAST FOUNDATION ANDWALL OF EXCAVATION

TOP OF FLOWABLE FILL

GREEN (GROUND) AWG 10

WHITE (NEUTRAL) AWG 10

BLACK (HOT) AWG 10

(As Required by Manufacturer)

COMPRESSION SLEEVE & HEAT SHRINK INSULATION

SIDE WITH 10 AMP FNQ SLOW BLOW FUSE.BREAKAWAY FUSEHOLDER ON 480 VOLT

(HEB-AW-RYC or equivalent) (LINE POLE)(HEB-AW-RLC-J or equivalent) (END POLE)(PHASE COLOR CODE = BLACK) THE SAME SIZE AS FNQ10 FUSE.

SIDE WITH SOLID COPPER FUSE NEUTRALBREAKAWAY FUSEHOLDER ON NEUTRAL

(HET-AW-RLC-J or equivalent) (END POLE)(HET-AW-RYC or equivalent) (LINE POLE)

(PHASE COLOR CODE = WHITE)

HESCO/RLS HE480 (or equivalent)SECONDARY SURGE ARRESTER

250 watt Metal Halide BALLAST



480 volt Advance 71A5740-001D

LUMEC 250 watt Metal Halide Lamp Assembly DMS30 LMS11684A - 24 ft. Mounting Height

30" MIN.

25

DO NOT GROUND POLE WITHIN 2X GROUND ROD LENGTH OF TRAFFIC SIGNAL CONTROLLER CABINET OR CONTROLLER CABINET GROUNDING ELECTRODE OR GROUNDING ARRAY.

65006490

4035

4005

4025

3820

4030

6460

6420

6415

6425

6405

6400

6410NEUTRAL AS SHOWN IN PROJECT PLANS.BLACK=HOT, WHITE=NEUTRAL, GREEN=GROUND

6810 ROD 5/8"x20' LONG

SHOWN IN PROJECT PLANS.

See Drawing Number CCTO 03-204 for Pole Details

revised: 8-25-09

DRAWN BY: JWM

250 watt Metal Halide


DATE: 08-15-02 DRAWING No. CCTO 03-205

Description / Part No. Item

5000

5015

50305035

5005AAL #UCL-BEL-H3-02A-1057

Valmont Single Scroll Arm Dwg. #lLH24755B

Valmont Twin Scroll Arm Dwg. #lLH24755BValmont Removable Pole Top Cap w/Set Screws Dwg. #LH24755B

Valmont 7"x4" Lightpole Shaft Dwg. #LH24755B (Single Scrool Arm)

VALMONT / AAL LIGHTING

Valmont Transformer Base Dwg. #07R1012B17 (Single Scroll Arm)

5020

TWIN SCROLL ARM

Description: Valmont/AAL Lighting Universe Series Valmont #LH24755B AAL #UCL-BEL-H3-02A-1057

Valmont Transformer Base Dwg. #10R1315B17 (Twin Scroll Arm)

5010

Valmont 10"x6" Lightpole Shaft Dwg. #LH24755B (Twin Scrool Arm)5025

Livingston Road, Golden Gate Pkwy to Pine Ridge Rd

26

5000 5000

5000

5035

50305015

5035

5005

5020

5010

5025

5030

Revised: 08-31-09

See Drawing No. CCTO 03-200 for Pole Wiring Details

DRAWN BY: JWM

400 watt High Pressure Sodium



Description / Part No. Item

50505055

50655060

LUMEC Bell Luminiare 400HPS-DMSL30-SG1-480-BKTXHapco 2" Sch. 40 Pipe Arm Alloy 6063-T6 (77836)

Hapco Removable Pole Top Cap w/Set Screws Hapco Aluminum Scrool, 2"x3/4"x1/4" Channel (77837)

HAPCO / LUMEC LIGHTING

5070

Complete Pole Assembly Powder Coated Black

Hapco Transformer Base (70501) with DoorHapco Tapered Aluminum Pole 0.219 Wall Alloy 6063-T6

5075

Textured Per HAPCO Specification 73737-117

40' Mounting Height

MEDITERRA / LIVINGSTON RD.

Finished Grade

See Drawing No. CCTO 03-200 for Pole Wiring Details

27

5055

5065

50605050

5075

5070

Revised: 08-31-09

DRAWN BY: JWM

Immokalee Blue Lights



Description / Part No. Item1

IMMOKALEE MSTU LIGHTING / LUMEC

2

All Median Lights

1

2

1

Lumec Model CAND1 LMS6978E Street Light 1a

1a1a

Lumec Model DMS30 LMS8576A Street Light (250W HPS & 175W Metal Halide)Lumec Model DMS30 LMS8576B Street Light (250W HPS Single Fixture Only)

State Hwy 29 at New Market Rd.Circuit 29J Is All 240 Volt.

Main St. 250W HPS Roadway LightsAre All 480V and Sidewalk & Median175W Metal Halide Lights Are 240V

SIDEWALKROADWAY

SIDEWALKROADWAY

Revised: 08-31-09

250w HPS480 volt

240 volt175w MH

240 volt250w HPS

175w MH240 volt

175w MH240 volt

28

��

��

� ��

��

��

��

��

�� !��"# ��

��$��%�%�!��&��'()*+,�-./

�� 0��

��1��"# $&��'()*+,�-./

�� 2 %2�3

�� !��

��

��

��!4��4� 5%�3% 2 ��!4�6�� 4�� 2%7 #

��

��

��

��&��$��/��

��$��/��

�� $��/��

�� 8�� /�� $� ��!��

��$��/��

$��%�%�!��&��'()*+,�-./

$9��'()��:�;<��+-(=+>.(��/

�� 2��22�� !��

��

?

7��+@ �)-)9A�:��+:�

��B�3%��&(-:)-C

�� 6��

�� 8��6�� B�3%��"��

75

�� ?%

�� 0

��D ��!��%�1"�� !��

��

�17��

��D�� D�

��

� ��

��*)9�:4�5%�% 5

DATE: 08-27-04 DRAWN BY: JWM DRAWING No. CCTO 04-327

DIRECTIONAL BOREMETHOD OF PAYMENT


ME

DIA

N

DRIVEWAY

PUBLIC STREET

CO

UN

TY M

AIN

TAIN

ED

AR

TER

IAL

DIRECTIONAL BORE METHOD OF MEASUREMENT ANDBASIS OF PAYMENT WILL BE FROM BACK OF CURB TOBACK OF CURB OR EDGE OF PAVEMENT TO EDGE OFPAVEMENT REGARDLESS OF THE ENTRY & EXIT POINT.

DIRECTIONAL BORE

DIRECTIONAL BORE

30

POLE NO.:

24 Hr. TIME:

STANDARD ALUMINUM & GALVANIZED POLE INSTALLATION

/ /

//RESTORED TO SERVICE:

DAMAGE ASSESMENT BY:

FULL CUTOFFSEMI CUTOFFINTERSTATETURNPIKE

DATE:

CIRCUIT NO.:

LUMINAIRE:

NEAREST INTERSECTION:

MAJOR ROADWAY:

STANDARD ROADWAY LIGHTING POLE DAMAGE REPORT



ROADWAY LIGHTING DAMAGE REPORT

RISE

SHAFT LENGTH

17"

ALUMINUM GALVANIZED

NOMINAL MOUNTING HEIGHT

FIXTURE ARM LENGTH

40304005 40254035

2000-2005-2010

1070 - 10753040

3030 - 3035

3000 - 3025Item Replaced

Fuse Holder with Fuse Neutral and Boots (White)Fuse Holder with Fuse and Boots (Black)

Transformer Base Aluminum TB1-17 TB2-17 TB3-17Surge Protector

Pole, Round Tapered AluminumPole, Round Tapered Aluminum with Top Tenon MountLuminaire, Turnpike with Lamp

Luminaire, Full Cutoff CobraHead with LampDescription

Luminaire, Semi Cutoff CobraHead with Lamp

$

Unit Cost

ALU

MINUM SHAFT LENGTH

2-3/8" OD x 4" Tenon

(Included with Pole)For Pole Top Mount

3040

1070

1000thru1065

2005

2000

2010

1000 - 1065 $$$

$

Cobra Head and Turnpike Luminaire

Revised: 01-02-08

$$$$

$$$

31

3030thru3035 3000

thru3025

$

2005

2000

201017"

4035

4005 4025

4030

2005

2000

2010

6415

6425

6420

6460

650564901075

See Drawing No. CCTO 08-202 for Dual Arm Pole Wiring Detail

6415 Black AWG 10 Stranded Copper Conductor 6425 White AWG 10 Stranded Copper Conductor6420 Green AWG 10 Stranded Copper Conductor6460 Split Bolt Connector

/ /DATE:HOURS:

PLATFORM TRUCK DATE:HOURS:

//HOURS: DATE:PICK-UP TRUCK

BUCKET TRUCK

ARROWBOARD TRUCK DATE:HOURS: //

/ /

/ /HOURS: DATE:

VAN DATE:HOURS: / /

//HOURS: DATE:VAN

DATE:HOURS: //

//

/ /HOURS: DATE:ARROWBOARD TRUCK

BUCKET TRUCK

PICK-UP TRUCK DATE:HOURS: / /

HOURS: DATE:PLATFORM TRUCK

ARROWBOARD TRUCK DATE:HOURS: //

/ /HOURS: DATE:BUCKET TRUCK

NOTES:

PICK-UP TRUCK //HOURS: DATE:

TECHNICIAN: HOURS: DATE: //












VAN

PLATFORM TRUCK

DATE:HOURS: / /

32

ROADWAY LIGHTING TIME and EQUIPMENT REPORT

CCTO 04-221A



POLE NO.:

/ /DATE:

CIRCUIT NO.:


MAJOR ROADWAY:

24 Hr. TIME:

LUMEC EAST TRAIL ROADWAY LIGHTING POLE DAMAGE REPORT

DRAWING No. CCTO 04-225DRAWN BY: JWMDATE: 04-23-04


Item Replaced Description

6005 Globe (DL w/Frame - LMS12684A)6010 Reflector (SG3-LMS11684A)6015 Lower Housing6020 Upper Housing

6030 Arm603560406045 Pole (SSM8-27-LMS11684A)60506055 Base (Included with Pole 2150)6060 Access Door (REPL-SSM8 LMS11684-GN-TX)6065 Base Cover (LMS11684A)6070 Cover (BRWY BSCOV - LMS11684A)6075 Upper Banner Arm (BAS-LMS11684A)6080 Lower Breakaway Banner Arm (BABS - LMS11684A)

Decorative Bands (Scroll - LMS11684A)Central Adaptor (LMS11684A)

Decorative Cover (Transition Fitter - LMS11684A)

Unit Cost

Finished Grade

6000 Complete Luminaire Assembly

6005

Fuse Holder with Fuse and Boots4025Fuse Holder with Fuse Neutral and Boots4030

Ballast, 250 watt 480 volt Metal Halide3820Surge Protector4035

6010

6015

60206025

6030

6040

6035

6075

6080

6045

6050

6060

6055

6065

6070

Available As One Unit OnlyHSG ONLY - LMS11684A

Revised: 9-2-0933

$$$

$

$$$$$$$$$$$$$$$

*

6000

4035

4025

3820

4030

$6025 Suspension Ring Adaptor 107598

LUMEC LIGHT ASSEMBLY DAMAGE REPORTUS 41, Fredrick to Courthouse Shadows

DMS30 LMS11684A (Type A)

6085

6085 Breakaway Support Coupling Transpo Industries #201

Not Shown

LIVINGSTON ROADWAY LIGHTING POLE DAMAGE REPORT

DOUBLE ARM

24 Hr. TIME:


MAJOR ROADWAY:


LUMINAIRE:

CIRCUIT NO.:

DATE:

SINGLE ARM

//

POLE NO.:

ROADWAY LIGHTING DAMAGE REPORT


DATE: 04-23-04 DRAWING No. CCTO 04-222DRAWN BY: JWM

Livingston Road-AAL/Valmont Installation

RESTORED TO SERVICE: / /

SINGLE SCROLL ARM TWIN SCROLL ARM

5005

5010

5015 50305000

5025

5000

5020

5000

Valmont 10"x6" Lightpole 250660106T4A-PTD (Twin Scroll Arm)Valmont 7"x4" Lightpole 200640706T4A-PTD (Single Scroll Arm)Valmont Removable Pole Top Cap w/Set Screws 300240

Valmont Transformer Base Dwg. #10R1315B17 (Twin) English IvyValmont Transformer Base Dwg. #07R1012B17 (Single) English Ivy $

$

$

$$ $

$

$

$

Unit Cost

$

$

250 watt Metal Halide Lamp

Description / Part No.

Valmont Twin Scroll Arm 2PA0825H60A-PTD English IvyValmont Single Scroll Arm 1PA0825H40A-PTD English Ivy

AAL Luminaire #UCL-BEL-H3-02A-1057

Fuse Holder with Fuse Neutral and Boots (White - not shown)Fuse Holder with Fuse and Boots (Black - not shown)Surge Protector (not shown)

4030402540355025501050205005

Ballast, Advance 71A5740-001D

50305015382036205000

Item Replaced

5035

50355035

$

$

Revised: 01-02-08

34

4035

4005 40254030

5010

5025

Complete Pole Assembly Powder Coated BlackTextured Per HAPCO Specification 73737-117



POLE NO.:

/ /DATE:

CIRCUIT NO.:


MAJOR ROADWAY:

24 Hr. TIME:

MEDITERRA ROADWAY LIGHTING POLE DAMAGE REPORT



Hapco Transformer Base (70501) with Door

LUMEC Bell Luminaire 400 HPS-DMSL30-SG1-480-BKTX

Hapco Aluminum scroll, 2" x 3/4" x 1/4" Channel (77837)Hapco Tapered Aluminum Pole 0.219 Wall Alloy 6063-T6

Description / Part No.

Hapco 2" Schedule 40 Pipe Arm Alloy 6063-T6 (77836)

Item Replaced

5065 Hapco Removable Pole Top Cap w/Set Screws (w/Arm Assy)

5075

50605070

50505055

Unit Cost

5065

5060

5050

5070

5075

Finished Grade

5055

Surge ProtectorFuse Holder with Fuse and Boots (Black)Fuse Holder with Fuse Neutral and Boots (White)

40354005 - 4025

4030 $$$$$$

$$

Revised: 10-12-0935

$

4035

40254030

5075

Finished Grade

4005

6415

6425

6420

6460

65056490

Thermo-Shrink Thin-Wall Heat Shrinkable TubingInsulated Vinyl-Butt Connector

64906505 $

$

Connector, Split bolt 6460 $

400 watt High Pressure SodiumHAPCO / LUMEC LIGHTING

MEDITERRA / LIVINGSTON RD.

miller_john

Text Box

36

37

09CCTOL-1000 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 Hardwareb. 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 Accessoriese. Exclude Concrete Foundation Anchor Bolts.

Acceptable Brands: Valmont Drawing No. LH64014

09CCTOL-1005 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 10 ft. Rise Clamp-on Truss-Style fixture arm:

a. Shaft Length: 19 ft. – 0 in. with Damping Device and Galvanized Steel Connecting Hardwareb. 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 Accessoriese. Exclude Concrete Foundation Anchor Bolts.

Acceptable Brands: Hapco Drawing No. B87221

09CCTOL-1010 Light Pole 30 Ft. Mounting Height, Round Tapered Aluminum 0.188 Wall 6063-T6 Alloy 8”OD x 6”OD with single 10 ft. Horizontal x 7 ft. Rise Clamp-on Truss-Style fixture arm:

a. Shaft Length: 22 ft. – 0 in. with Damping Device and Galvanized Steel Connecting Hardwareb. 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 Accessoriese. Exclude Concrete Foundation Anchor Bolts.

Acceptable Brands: Hapco Drawing No. B87222

09CCTOL-1015 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 Hardwareb. Arm: Clamp-on Truss-Style 10 ft. Horizontal Length x 3 ft. -3 in. Rise c. Finish: 50 Grit Satin Rubbedd. Include Transformer Base 70511 (TB2-17) with Door and Accessoriese. Exclude Concrete Foundation Anchor Bolts.

Acceptable Brands: Hapco Drawing No. 87220

09CCTOL-1020 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 Hardwareb. 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 Accessoriese. Exclude Concrete Foundation Anchor Bolts.

Acceptable Brands: Hapco Drawing No. C81053

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.

ROADWAY LIGHTING COMPONENTSStock Ordering Descriptions - Revised 12-08-09

38

09CCTOL-1025 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:


Acceptable Brands: Hapco Drawing No. C81503

09CCTOL-1030 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 Hardwareb. 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 Accessoriese. Exclude Concrete Foundation Anchor Bolts.

Acceptable Brands: Hapco Drawing No. B13556 (Rattlesnake Hammock Project)





a. Shaft Length: 34 ft. – 0 in. with Damping Device and Galvanized Steel Connecting Hardwareb. 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. Screwse. Base Flange (50730) Alloy 356-T6 With bolt Covers and Stainless Steel Hex Hd. Screwsf. Exclude Concrete Foundation Anchor Bolts.


09CCTOL-1045 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 Truss-Style fixture arm:


Acceptable Brands: Hapco B87218


a. Shaft Length: 39 ft. – 0 in. with Damping Device and Galvanized Steel Connecting Hardwareb. Arm: Clamp-on Truss-Style 12 ft. Horizontal Length x 5 ft. -0 in. Rise c. Finish: 50 Grit Satin Rubbedd. Include Transformer Base 70501 TB1-17) with Door and Accessoriese. Exclude Concrete Foundation Anchor Bolts.

Acceptable Brands: Hapco

39




09CCTOL-1060 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 Hardwareb. Arm: Dual Clamp-on Truss-Style 8 ft. Horizontal Length x 5 ft. -0 in. Rise c. Finish: 50 Grit Satin Rubbedd. Include Transformer Base 70501 (TB1-17) with Door and Accessoriese. Exclude Concrete Foundation Anchor Bolts.


09CCTOL-1065 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 Hardwareb. Arm: Dual Clamp-on Truss-Style 12 ft. Horizontal Length x 6 ft. -0 in. Rise c. Finish: 50 Grit Satin Rubbedd. Include Transformer Base 70501 (TB1-17) with Door and Accessoriese. Exclude Concrete Foundation Anchor Bolts.

Acceptable Brands: Hapco B12218 (Collier Blvd, US 41 to Davis Blvd)

09CCTOL-1070 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 ODc. Finish: 50 Grit Satin Rubbedd. Equipped With a Damping Device

Acceptable Brands: Valmont VALX 39/TENON TB/AB/QPL SATIN

09CCTOL-1075 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 inb. Top Tenon: 2-3/8 inch ODc. Finish: 50 Grit Satin Rubbedd. 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


40

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


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. Armb. 10 ft. Armc. 12 ft. Armd. 15 ft. Arm

09CCTOL-1100 Arm Galvanized, Single Bolt-on Truss-Style for use with above Round Tapered Galvanized Steel Pole Fixture Mounting Height: 25 ft. to 30 ft

a. 8 ft. Armb. 10 ft. Armc. 12 ft. Armd. 15 ft. Arm

09CCTOL-2000 Transformer Base, Aluminum for use with 10” x 6” Round Tapered Aluminum Polea. Transformer Base Height: 17 inchesb. 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 inchesb. Top of Base: Slots for Steel Base 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)


09CCTOL-2010 Transformer Base, Aluminum for use with 10” x 6” Round Tapered Aluminum Polea. Transformer Base Height: 17 inchesb. 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)


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

41

09CCTOL-3000 Luminaire, Roadway Lighting Cobra Head:a. IES Classification: True 90 degree cutoff per RP8-2000, Light Distribution Medium, Type II.b. Watts: 250c. Light Source: High Pressure Sodiumd. Volts: 480 VACe. Ballast Type: Autoregf. Plug-in ignitorg. Photoelectric Control: Noneh. 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 IIb. Watts: 400c. Light Source: High Pressure Sodiumd. Volts: 480 VACe. Ballast Type: Autoregf. Plug-in ignitorg. Photoelectric Control: Noneh. 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: 400c. Light Source: Metal Halided. Volts: 480 VACe. Ballast Type: Autoregf. Photoelectric Control: Noneg. 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: 250c. Light Source: High Pressure Sodiumd. Volts: 120 VACe. Ballast Type: Autoregf. Plug-in ignitorg. Photoelectric Control: Noneh. 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

Luminaire, Roadway Lighting per State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction, Latest Edition

42

09CCTOL-3020 Luminaire, Roadway Lighting Cobra Head:a. IES Classification: True 90 degree cutoff – per RP8-2000, Light Distribution Medium, Type II b. Watts: 250c. Light Source: Metal Halided. Volts: 480 VACe. Ballast Type: Autoregf. Photoelectric Control: Noneg. 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: 400c. Light Source: High Pressure Sodiumd. Volts: 120 VACe. Ballast Type: Autoregf. Plug-in ignitorg. Photoelectric Control: Noneh. 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: 250c. Light Source: High Pressure Sodiumd. Volts: 480 VACe. Ballast Type: Autoregf. Plug-in ignitorg. Photoelectric Control: Noneh. 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: 400c. Light Source: High Pressure Sodiumd. Volts: 480 VACe. Ballast Type: Autoregf. Plug-in ignitorg. Photoelectric Control: Noneh. 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

43

09CCTOL-3040 Luminaire, Turnpike Lighting:a. IES Classification: Non-Cutoff, Light Distribution Medium, Type III.b. Light Source: High Pressure Sodiumc. Watts: 250/400d. Volts: 480 VACe. Ballast Type: Autoregf. Tray Mount Ballastg. Photoelectric Control: Noneh. 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 Vacc. Driver: 525mA (Standard)d. Light Source: 80 LEDs at 8,280 Initial Delivered Lumens

e. Photoelectric Control: Nonef. 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



Acceptable Brands: Beta LEDway BLD-STR-T2-HT-068-LED-B-UH-SV



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 Vacc. Light Source: LEDd. Photoelectric Control: Nonee. Minimum Five (5) Year Warranty

Acceptable Brands: Global Tech Solstice Retrofit Kit

44

09CCTOL-3075 Retrofit Kit High Output MH East Trail Decorative Luminaire, Roadway Lighting a. Classification: IESNA Type II Distribution b. Input Voltage: 480 Vacc. Light Source: Philips Cosmo 140W; 153.5W Input; 16,500 Initial Lumensd. Photoelectric Control: Nonee. Minimum Five (5) Year Warranty

Acceptable Brands: REPL-50502-DMS30-SG3-140CW-480 Conversion Kit

09CCTOL-3500 Photoelectric Control Roadway Lightinga. UL and CSA Compliantb. 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 Compliantb. Volts: 105 to 480 Volts for use with K4500 Series Locking-Type Controls.

Acceptable Brands: Intermatic Inc. K121 Receptacle

09CCTOL-3510 Photoelectric Control Roadway Lightinga. UL and CSA Compliantb. Locking -Type Mountingb. Volts: 120 Amps: 8.3 Ballast 15 Tungsten

Acceptable Brands: Intermatic Inc. K4521

09CCTOL-3515 Photoelectric Control, Roadway Lighting:a. UL and CSA Compliantb. Locking -Type Mountingc. Volts: 208 Amps: 8.3 Ballast 15 Tungsten

Acceptable Brands: Intermatic K4524

09CCTOL-3520 Photoelectric Control, Roadway Lighting:a. UL and CSA Compliantb. Locking -Type Mountingc. 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 Compliantb. Lamp Type: High Pressure Sodium (HPS)c. Watts: 250 Bulb: ET-18d. ANSI Code: S50e. Finish: Clear

Acceptable Brands: Sylvania LU250/ECO ET-18 .

09CCTOL-3605 Lamp, Roadway Lighting:a. IES and ANSI Compliantb. Lamp Type: Metal Halidec. Watts: 175 Bulb: BT-28d. ANSI Code: M-57e. Finish: Clear, Universal Burn

Acceptable Brands: Sylvania Standard Metalarc M175/U BT-28

45

09CCTOL-3610 Lamp, Roadway Lighting:a. IES and ANSI Compliantb. Lamp Type: Metal Halidec. 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 Compliantb. Lamp Type: High Pressure Sodium (HPS)c. Watts: 400 Bulb: ET-18d. ANSI Code: S51e. Finish: Clear

Acceptable Brands: Sylvania LU400/ECO ET-18 .

09CCTOL-3620 Lamp, Roadway Lighting:a. IES and ANSI Compliantb. Lamp Type: Metal Halidec. 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 Compliantb. Lamp Type: Metal Halidec. 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 Basea. Material: Porcelainb. Mounting: Screw Typec. Rating: 2000W – 600V 5 KV Pulse-Ratedd. Lamp Type: High Pressure Sodium and/or Metal Halidee. Watts: 250 and 400

Acceptable Brands: Leviton Catalog No. 8781

09CCTOL-3800 Ballast Replacer Kit, Roadway Lighting Lamp:a. ANSI & CSA Compliantb. Watts: 250 S50c. Light Source: High Pressure Sodiumd. Voltage: MultiTap 120/208/240/277

Acceptable Brands: Advance 71A8271-001D

09CCTOL-3805 Ballast Replacer Kit, Roadway Lighting Lamp:a. IES and ANSI Compliantb. Watts: 250 Watt S-50c. Light Source: High Pressure Sodiumd. Volts: 480

Acceptable Brands: Advance 71A8241-001D; Sylvania LU250/480-KIT

46

09CCTOL-3810 Ballast Replacer Kit, Roadway Lighting Lamp:a. IES and ANSI Compliantb. Watts: 400 M-59c. Light Source: Metal Halided. Volts: 480e. Type: Autoreg


09CCTOL-3815 Ballast Replacer Kit, Roadway Lighting Lamp:a. ANSI & CSA Compliantb. Watts: 400 S51c. Light Source: High Pressure Sodiumd. Volts: MultiTap 120/208/240/277e. Type: Autoreg


09CCTOL-3820 Ballast Replacer Kit, Roadway Lighting Lamp:a. IES and ANSI Compliantb. Wattage: 250 M-58c. Light Source: Metal Halided. Volts: 480e. Type: Autoreg


09CCTOL-3825 Ballast Replacer Kit, Roadway Lighting Lamp: a. IES and ANSI Compliantb. Watts: 400 S-51c. Light Source: High Pressure Sodiumd. Volts: 480e. Type: Autoreg

Acceptable Brands: Advance 71A8443-001D; Sylvania LU400/480-KIT

09CCTOL-3830 Ballast Replacer Kit, Roadway Lighting Lamp:a. IES and ANSI Compliantb. Watts: 175 M-57c. Light Source: Metal Halided. Volts: MultiTap 120/208/240/277/480

Acceptable Brands: Sylvania M175SUPER5KIT 47243

09CCTOL-3900 Ignitor, Roadway Lighting Lamp:a. IES and ANSI Compliantb. Plug-in Designc. 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 Compliantb. 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”

47

09CCTOL-4005 Fuse, Electrical Roadway Lighting per the following:a. 10 Amp 500 VACb. Time-Delay

Acceptable Brands: BUSS FNQ-10

09CCTOL-4010 Fuse, Electrical Roadway Lighting per the following:a. 5 Amp 500 VACb. 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: FNQb. 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: FNQb. Rated 30A, 600 VAC c. Phase Identification: Whited. 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: FNQb. 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: FNQb. 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 Lightingb. Weatherproofc. No Follow Currentd. Line To Ground Protectione. Neutral To Ground Protectionf. 5 Nanosecond Response Timeg. 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 corrosione. Color coded 18” 10 AWG leads with 6 AWG ground lead per FDOT Specifications.f. 480 volt single phase application.

Acceptable Brands: Intermatic AG4801.

48

09CCTOL-4045 Electrical Disconnecta. NEMA 3R, Heavy Duty Safety Switch b. 600 Volt Single Throw Not - Fusiblec. 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 Haspa. 14 gauge Type 304 Stainless Steelb. Seams continuously welded and ground smoothc. Dust Tight, Water Tight, Corrosion Resistantd. Stainless Steel continuous hinge on left side of box.e. Oil resistant gasketf. 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 Typea. Designed, Constructed and Rated in Accordance with UL, CSA, NEMA, ANSI, IEEEb. 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

09CCTOL-5000 Luminaire, Architectural Area Lightinga. Decorative Light Replacement: No Substitutes

Acceptable Brands: AAL UCL-BEL-H3-02A-1057-250MH-480V

09CCTOL-5005 Pole, Single 20 ft. Valmonta. 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, Singlea. Decorative Scroll Arm Replacement: No Substitutes.

Acceptable Brands: 1PA0825H40A-PTD English Ivy

09CCTOL-5020 Pole, Twin 25 ft. Valmonta. 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

LIVINGSTON ROAD DECROATIVE LIGHTS (Green) AAL/Valmont

49

09CCTOL-5030 Scroll Arm, Twina. Decorative Scroll Arm Replacement: No Substitutes.

Acceptable Brands: 2PA0825H60A-PTD English Ivy

09CCTOL-5035 Cap, Pole Topa. Decorative Cap Replacement with Set Screws: No Substitutes.

Acceptable Brands: Valmont 300240 English Ivy

09CCTOL-5050 Luminaire, LUMEC Bella. Decorative Light Replacement: No Substitutesb. 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 Pipea. 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 Arma. Decorative Scroll Arm Replacement: No Substitutesb. Power Coated Black Textured Per HAPCO Specification 73737-117

Acceptable Brands: Hapco 2” x ¾” x ¼” Channel 77837

09CCTOL-5065 Cap, Removable Pole Topa. Decorative Cap: No Substitutes.b. Power Coated Black Textured Per HAPCO Specification 73737-117

Acceptable Brands: Hapco Removable Pole Top Cap w/Set Screws

09CCTOL-5070 Pole, Tapered Aluminuma. 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

09CCTOL-6000 Luminaire, Complete Assemblya. Decorative Light Replacement: No Substitutesb. Acceptable Brands: LUMEC 250MH-DMS30-SG3-480V-DL-LD-COLTX-LMS11684A with Suspension Ring Adapter 107598

09CCTOL-6005 Globe, Luminairea. Decorative Light Replacement: No Substitutes.b. Drop Lens

Acceptable Brands: LUMEC

09CCTOL-6010 Reflectora. Decorative Light Replacement: No Substitutes.b. Reflector


MEDITERRA DECORATIVE LIGHTS (Black) LUMEC

EAST TRAIL DECORATIVE LIGHTS (Green) LUMEC

50

09CCTOL-6015 Housing, Lowera. Decorative Light Replacement: No Substitutes.b. Lower Housing


09CCTOL-6020 Housing, Uppera. Decorative Light Replacement: No Substitutesb. Upper housing


09CCTOL-6025 Adaptora. Decorative Light Replacement: No Substitutesb. Suspension Ring Adaptor 107598


09CCTOL-6030 Arma. Decorative Arm Replacement: No Substitutesb. Arm


09CCTOL-6035 Band, Decorativea. Decorative Band Replacement: No Substitutesb. Decorative Band


09CCTOL-6040 Adaptor, Centrala. Decorative Adaptor Replacement: No Substitutesb. Central Adaptor


09CCTOL-6045 Polea. Decorative Pole Replacement: No Substitutesb. Pole


09CCTOL-6050 Cover, Decorativea. Decorative Cover Replacement: No Substitutesb. Decorative Cover


09CCTOL-6055 Basea. Decorative Base Replacement: No Substitutesb. Base


09CCTOL-6060 Access Doora. Decorative Door Replacement: No Substitutesb. Decorative Door


09CCTOL-6065 Cover, Basea. Decorative Base Cover Replacement: No Substitutesb. Base Cover


51

09CCTOL-6070 Covera. Decorative Cover Replacement: No Substitutesb. Cover


09CCTOL-6075 Banner Arm, Uppera. Decorative Banner Arm Replacement: No Substitutesb. Upper Arm


09CCTOL-6080 Banner Arm, Lower Breakawaya. Decorative Banner Arm Replacement: No Substitutesb. Lower Breakaway Arm


09CCTOL-6085 Breakaway Support Coupling for Use with 1 inch Diameter Anchor BoltBreakaway 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

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

09CCTOL-6400 Electrical Wire, Stranded Annealed (soft) 600V Copper per the following:a. Color: Blackb. Size: AWG #6c. 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: Greenb. Size: AWG #6c. 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

PANTHER PASS PEDESTRIAN BRIDGE (SR 29 at Farm Worker Village)

ELECTRICAL MANAGEMENT COMPONENTS

52

09CCTOL-6410 Electrical Wire, Stranded Annealed (soft) 600V Copper per the following:a. Color: Whiteb. Size: AWG #6c. 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: Blackb. Size: AWG #10c. 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






53


09CCTOL-6450 Electrical Wire, Solid Annealed (soft) 600V Copper per the following:a. Color: Greenb. Size: AWG #6c. 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 lbfb. Width: ½ - inchc. 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: Redb. 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: Tanb. Size: NAED 14124 Wire Range 22-6 AWGAcceptable Brands: NSi Industries WWC-T-C

09CCTOL-6475 Connector, Winged Wire-Nut High Dielectric Shell per the following:a. Color: Yellowb. 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: Greenb. 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 AWGb. Volts: 600c. 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 Tubinga. Wire Size: AWG 8-4 b. Quantity: 3/8 x 200 ft.

Acceptable Brands: Ideal Industries 46-321 or equal

54

09CCTOL-6495 Splice and Tap Kit – Water Resistanta. For Splicing and Tapping #14 to #2 AWGb. Volts: Up to 600c. 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 locationb. Marked with die index and color codedc. 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 Wireb. 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 Wireb. 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 Wireb. 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 Performanceb. Color: Blackc. Volts to: 600 VAC at 80 Degrees Centigraded. CSA Certified and UL Listede. 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-resistantb. Meet requirements of HHI-553C. Grade A*B & ASTM D-4388, Type IIIc. Splicing Solid Dielectric Cables Through 69kVd. Size: ¾” x 30 ft. Roll

Acceptable Brands: Scotch 3M 130C

09CCTOL-6535 Tape, Electrical Insulation Putty per the following: a. Electrical Gradeb. Rubber Basedc. Volts to: 600 VACd. CSA Certified and UL Listede. Size: 1-1/2 inch x 60 ft. Roll

Acceptable Brands: 3M Scotchfil

55

09CCTOL-6540 Tape, Vinyl Plastic Electrical Insulation for Phase Identification Color Coding per the following: a. Color: Whiteb. Size: 7-mil x ¾” x 66 ft. Rollc. Volts: to 600VAC at 80 Degrees Centigraded. 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: Redb. Size: 7-mil x ¾” x 66 ft. Rollc. Volts: to 600 VAC at 80 Degrees Centigraded. UL510 and CSA 22.2 Certified

Acceptable Brands: Scotch 3M 35

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 Bottomc. 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 Loadingb. Cover shall fit the above 09CCTOL-6600 Pull Boxc. 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 Concreteb. Open Bottomc. 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 Concreteb. Heavy Duty 2 inch Thick Cover with 2 Bolts shall fit the above 09CCTOL-6610 Pull Boxc. 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: Steelb. Steel Cover with 2 Boltsc. Manufacturer’s logo shall be stamped on each pull box cover along with the words “STREET LIGHT”.

Acceptable Brands Quazite: PG1324SA

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

56

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

09CCTOL-6800 Circuit Breaker 2-Pole, 480Y/277 Vac ~ HOLD: 270 TRIP: 87509CCTOL-6800-1 · 15 amp Circuit Breaker Square D EDB2401509CCTOL-6800-2 · 20 amp Circuit Breaker Square D EDB2402009CCTOL-6800-3 · 30 amp Circuit Breaker Square D EDB2403009CCTOL-6800-4 · 40 amp Circuit Breaker Square D EDB24040 09CCTOL-6800-6 · 60 amp Circuit Breaker Square D EDB2406009CCTOL-6800-1 · 100 amp Circuit Breaker Square D EDB24100

09CCTOL-6805 Circuit Breaker 1-Pole, 277 Vac ~ HOLD: 270 TRIP: 87509CCTOL-6805-1 · 15 amp Circuit Breaker Square D EDB1401509CCTOL-6805-2 · 20 amp Circuit Breaker Square D EDB1402009CCTOL-6805-3 · 30 amp Circuit Breaker Square D EDB1403009CCTOL-6805-4 · 40 amp Circuit Breaker Square D EDB14040 09CCTOL-6805-6 · 60 amp Circuit Breaker Square D EDB1406009CCTOL-6805-1 · 100 amp Circuit Breaker Square D EDB14100

09CCTOL-6810 Rod, Copper Clad Grounding per the following:a. Size: 5/8 inch Diameter by 10 feet

09CCTOL-6815 Clamp, Bronze Ground Roda. Size: 5/8 inch Diameter

09CCTOL-6820 Cable Tie, Nylon Marker per the following:a. Length: 5.1 inchesb. 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 Nylona. Length: 8.4 inchesb. Width: 0.30 inchesc. Minimum Loop Tensile Strength: 120 lbs.d. Maximum Bundle Diameter: 2 inches

Acceptable Brands: Panduit Catalog E-102 PLT2H-LO or equivalent

09CCTOL-7000 Sling, Endless Round Lifting per the following:a. Polyester Endless Roundslingb. 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

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.

Miscellaneous PPE and Operating Items

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.

57

09CCTOL-7002 Sling, Endless Round Lifting per the following:a. Polyester Endless Roundslingb. 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 Hookb. 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 Ratcetb. Color: Yellowc. 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 Webbingb. 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 Webbingb. 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 Lanyardb. Length: 6 foot

Acceptable Brands: Titan T5111

09CCTOL-7014 Lineman's Leather Protector Glove per the following;a. Length: 14 inchb. Size: 8 - 8 1/2

Acceptable Brands: Salisbury ILP-5S







58

09CCTOL-7022 Lineman's Rubber Insulating Gloves per the following:a. Exposure Voltage per ASTM D 120 - AC Maximum Useb. Voltage = 1,000 voltsc. Type: Id. Class: 0c. Glove Size: 8d. Glove Length: 11 inchesAcceptable Brand: Salisbury Catalog #E011B/8


