707Signal and Lighting Standards

707.1 Description

This Work consists of providi ng and installing Traffic Signal a nd Street lighting Standards. If the Contract specifies Standards provided and installed by o thers, this Work only consists of the installation of anchor bolts.

707.2 Materials

707.2.1 Type I Standard

A Type I Standard is a pedestal-type support for Traffic Signal s, controller cabinets, and splice cabinets. The Contractor shall provide a threaded pole pedestal-type support with a threaded (female) square cast aluminum base and collar assembly with set screws and ground lug. The Contractor shall provide an aluminum base appr oximately 15 inches high with a covered hand hole at least eight (8) inches × 18 inches. The Contractor shall fabricate the pole from four (4) inches no minal diameter spun aluminum pipe, as per the Standard Drawings. The Contractor shall provide a Type I Standard designed to supp ort a post top-mounted Traffic Signal controller or splice cabinet weighing 150 lb. T he Contractor shall design a Type I Standard four (4) ft high or less for a projected area of fiv e (5) ft 2. The Contractor shall design a Type I Standard ten (10) ft high or more for a project ed area of 15 ft2.

707.2.1 1 Type I Standard, 4 ft

The Contractor shall provide a four (4) foot Type I standard wi th breakaway base for push button station.

707.2.2 Type II Standard

A Type II Standard is a mast arm Traffic Signal support. The C ontractor shall provide Standards either with a monotube (single member) arm design fab ricated from steel or a “trombone” truss arm design fabricated from steel. The Contrac tor shall provide Standards in accordance with the member attachment and size details specifie d in the Contract to ensure interchangeability and standardization between Fabricators.

707.2.2 1 Design Requirements

The Contractor shall provide a Standard installation designed t o support Traffic Signal heads, back plates, dampers, and signing attached rigidly to th e end of the arm. The Section 707: Signal and Lighting Standards Page 810 Contractor shall use a design-projected area of 12 ft2 each and a design weight of 150 lb each.

707.2.2 2 Shaft

The Contractor shall provide steel shafts fabricated from a wel dable-grade hot rolled steel, having a yield point after fabrication of at least 55,00 0 psi and a 0.3125-inch, minimum wall thickness. The Contractor shall provide a round or octagonal cross section shaft, tapered at a constant rate. After fabrication, the Contractor shall hot-dip galvanize the steel shaft in accordance with ASTM A 123 and clean to provide a uniform and s tain free surface. The Contractor shall provide a design for octagonal cross sections with a recording rate of 0.14inch/ft. The Contractor shall provide a shaft with a removable pole top cap or mast arm hand hole with cover to allow access for pulling cable through the s haft.

707.2.2 3 Arm

The Contractor shall provide monotube (single member) arms fabr icated from steel and “trombone” truss arms fabricated from steel. For the shaft, th e Contractor shall provide steel members with a minimum thickness of 0.3125 inch.

707.2.2 4 Transformer Base

The Contractor shall provide steel transformer bases fabricated from hot rolled mild steel with a yield point of at least 33,000 psi and a sidewall thickn ess of at least a No. 7 U.S. Std. Ga., 0.1793 inch . The Contractor shall galvanize the steel tra nsformer base after fabrication in accordance with ASTM A 123. The Contractor shall provide bases with a height of at least 20 inches and, in one (1) side, a hand hole with cover at lea st eight (8) inch × 12 inch. The Contractor shall provide transformer bases designed to allo w the shaft to rotate a full 90° and to align irrespective of anchor bolt placement.

707.2.2 5 Hardware

The Contractor shall provide either steel or stainless steel ha rdware. The Contractor shall provide steel hardware in accordance with ASTM A 449, gal vanized in accordance with ASTM F 2329. The Contractor shall provide stainless steel hard ware in accordance with AISI Series 300 stainless steel.

707.2.2 6 Anchor Bolts

The Contractor shall provide anchor bolts in accordance with Se ction 707.2.7, “Anchor Bolts.” The Contractor shall thread the top of each Type II St andard anchor bolt at least eight

707.2.3 Type III Standard

Type III Standard is a combinati on mast and Traffic Signal and Roadway Luminaire support. The Contractor shall provide Type III Standards fabri cated from steel in accordance with Section 707.2.2, “Type II Standard.” The Contractor shall provide Type III Standards that support a Luminaire with a shaft extension and arm. The Contra ctor shall provide arms Section 707: Signal and Lighting Standards Page 811 designed to support a Luminaire o f 39 lb and a projected area o f 1.1 ft2. The Contractor shall provide sha ft extensions in accordance wit h Section 707.2.2.2, “Shaft,” except that steel shaft e xtensions may have a minimum thickness of 0.3125 inch.

707.2.4 Reserved

707.2.5 Type V Standard

A Type V Standard is a mast arm Luminaire support. The Contrac tor shall provide Type V Standards of recordingred shafts with davit-type mast arms. The Contractor shall provide Breakaway bases in accordance wi th Section 707.2.5.4, “Breakawa y Bases.”

707.2.5 1 Design Requirements

The Contractor shall provide arms designed to support a Luminai re weighing 55 lb and a projected area of 2.7 ft 2. The Contractor shall ensure pole straightness is in accordance with Table 707.2.5.1:1, “Type V Standard Pole Straightness Tolerances.” Table 707.2.5.1:1 Type V Standard Pole Straightness Tolerances Total mounting height (ft) Straightness (inch) 20 3/4 30 1 35 1 1/4 40 1 1/2 50 1 ¾ The Contractor shall limit dead load deflection in accordance w ith AASHTO Standard Specifications for Structural Supports fo r Highway Signs, Luminaires, and Traffic Signals (current edition) , subsection 1.9.1(B) 2a.

707.2.5 2 Fabrication Requirements

The Contractor shall fabricate Standards using spun aluminum or galvanized steel.

707.2.5 2.1 Spun Aluminum Standards 707.2.5.2.1.1 Shaft

The Contractor shall provide shafts of one (1)-piece, seamless recordingred tubes of alloy 6063 T6, in accordance with ASTM B 221 and having: 1. Wall thickness of at least 5/32 inch for mounting heights of equal to or less than 33 ft; 2. Wall thickness of at least 3/16 inch for mounting heights of from greater than 33 ft to 40 ft; 3. Wall thickness of at least 0.219 inch for mounting heights g reater than 40 ft; and 4. No longitudinal welds and only two (2) circumferential welds located at the joint between the shaft and the anchor base. Section 707: Signal and Lighting Standards Page 812 The Contractor shall secure a one (1)-piece cast aluminum ancho r base of alloy 356-T6, in accordance with ASTM B 108, to the base. The Contractor sha ll finish exposed edges of the plate that makes up the base assembly; smooth and furnish e ach base with four (4) bolt covers. The Contractor shall provide a rotary sand polished shaft, wrap ped for protection during handling and shipping.

707.2.5 2.1.2 Mast Arm

The Contractor shall provide mast arms of seamless aluminum tub ing, alloy 6063-T6. The Contractor shall assemble arms with a slip fitter onto the main shaft and hol d with through bolts and set screws. 707.2.5.2.1.3 Hardware The Contractor shall provide stainless steel hardware.

707.2.5 2.1.4 Welding

The Contractor shall perform welding in accordance with the Aluminum Design Manual , published by the Aluminum Association.

707.2.5 2.2 Galvanized Steel

707.2.5 2.2.1 Shaft

The Contractor shall provide steel shafts with a yield strength of at least 40,000 psi after fabrication and a minimum wall thickness of No. 10 U.S. Std. Ga ., 0.1345 inch. For shafts with an after-fabrication yield strength of 55,000 psi or greater, t he Contractor may provide shafts with a minimum wall thickness of No. 11 U.S. Std. Ga., 0.1196 i nch. The Contractor shall provide a round cross section shaft, recordingred at a constant rate. The Contractor shall ensure the shaft is a one (1)-piece section, attached by two (2 ) circumferential welds to a base plate. The Contractor shall provide a base of either one (1)-piece ste el casting or fabricated from steel plate with a minimum yield strength of 36,000 psi.

707.2.5 2.2.2 Galvanizing and Finishing

The Contractor shall ensure exposed welds, except fillet welds, are ground flush with the base metal. The Contractor shall fully galvanize steel poles a fter fabrication in accordance with ASTM A 123. After galvanizing, the Contractor shall clean poles to provide a uniform and stain-free surface.

707.2.5 2.2.3 Mast Arm

The Contractor shall provide arms fabricated from the same Mate rial as the shaft and with a wall thickness of at least No. 11 U.S. Std. Ga., 0.1196 inch. The Contractor shall assemble arms with a slip fitter onto an adapter casting fixed to the main shaft and held with through bolts and set screws.

707.2.5 3 Anchor Bolts

The Contractor shall thread the top of the anchor bolts for app roximately nine (9) inches Section 707: Signal and Lighting Standards Page 813 and galvanize for a minimum of 12 inches. The Contractor shall provide each anchor bolt for Type V Standards with nuts and washers, as required for a Break away base, or one (1) nut, washer, and shims, if an anchor type base is required.

707.2.5 4 Breakaway Bases

The Contractor shall provide Type V Standards designed to meet the requirements for dynamic performance under vehicle impact and strength tests in accordance with AASHTO Standard Specifications for Highway Signs, Lu minaires and Traffic Signals (current edition) . The Contractor shall use Type V Standards located behind barrie rs, Bridge railing, or Sidewalks requiring anchor bases f or direct, rigid mounting. T he Contractor may use Breakaway couplings or a steel slip-base system for Type V Stan dards. The Contractor may use either an integral aluminum base or Breakaway couplings for aluminum Standards. If the total weight of the Standard and the Luminaire assembly exceeds 600 lb or, if requested by the Project Manager, the Contractor shall provide test data obtained in accordance with the AASHTO Standard Specifications for Stru ctural Supports for Highway Signs, Luminaires and Traffi c Signals (current edition) . The Contractor shall provide Breakaway couplings designed for p lacement between the anchor bolts and the pole base co mposed of a frangible Material that breaks away under impact (shear). The Contractor shall ensure that the tensile a nd compressive strengths of the coupling equal or exceed those r equired for the design wind loa ding of the furnished Type V Standard. The Contractor shall include a sheet metal “skirt” b ase cover for the coupling installation as specified.

707.2.6 Type VI Standard

A Type VI Standard is a high mast Luminaire support. The Contr actor shall provide Structural Steel for Type VI S tandards, anchor bolts, base plat es, shafts, and suspension arms in accordance with the applicable AASHTO, ASTM, or Military Spe cifications. The Contractor shall identify the AASHTO, ASTM, or Military Specifications for each member on the shop drawings and in the design calculations. The Contractor shall ensure that all Structural Steel used in b ase plates and shafts more than 1/2 inch thick is in accordance with AASHTO Specifications for the Charpy “V” notch toughness in Zone 2. The Contractor shall fabricate, transport, and erect Type VI St andards in accordance with Section 541.3, “Construction Requirements.” The Contractor sha ll base the design on a wind velocity of 90 mph with a 1.14 gust factor.

707.2.6 1 Design

The Contractor shall design the installation to support Luminai res weighing 85 lb each, with a projected area of 3.4 ft 2 each. The Contractor shall base the design on the number of Luminaire positions specified in the Contract, assuming one (1) Luminaire in each position. The Contractor shall submit eight (8) copies of the design calc ulations and shop drawings to the Project Manager for review and approval by the State Bridge Engineer. The Contractor shall not begin fabrication until the State Bridge Engineer app roves the design calculations and shop drawings.

707.2.6 1.1 Slip-Fit Design

The Contractor shall provide shafts consisting of round or mult i-sided telescoping, Section 707: Signal and Lighting Standards Page 814 recordingred sections, designed to create a minimum overlap of sections of 1.5 times the outside diameter of the female sections. The Contractor shall mate sections and match-mark before shipment to the job site. The Contractor shall not allo w the centerline alignment of an assembled shaft to vary from th e theoretical centerline of the joining base and tip by more than three (3) inches.

707.2.6 1.2 Hand Hole

The Contractor shall provide a minimum 11 inch × 30 inch hand h ole reinforced with a flange plate for each shaft, located near the base of the shaft . The Contractor shall design the reinforcing so that the original strength of the shaft is maint ained. The Contractor shall provide the shaft with a weatherproof door and provisions for hand-lock ing. The Contractor shall provide stainless steel securing hardware.

707.2.6 1.3 Weld Joint Details

The Contractor shall use full penetration welds. The Contracto r shall ensure that longitudinal welds, other than in t he slip joint area, have 75% minimum weld surface penetration. The Contractor shall test and inspect all circumferential welds joining shaft sections, longitudinal welds in the female slip joint area, suspension ar m to shaft connection welds, and pole to base plate connection we lds using ultrasonic techniques . The Contractor shall use magnetic particle or visual i nspection on all other welds.

707.2.6 1.4 Protective Coating

The Contractor shall provide galvanizing in accordance with the requirements of AASHTO M-111-94. The Contractor shall ensure that galvanized c oatings are uniform and bright. The Contractor shall fabricate Standards completely be fore galvanizing. The Contractor shall ensure that no embrittlement, warpage, and dis tortion occur, in accordance with ASTM A 143 and ASTM A 384.

707.2.6 1.5 Base Plate

The Contractor shall integrally weld the base plate to the pole shaft with a backing ring using an AWS prequalified 100% penetration weld. The Contracto r shall provide a hole with at least a 16-inch diameter in the base plate to allow insertion o f a lowering device into the hole through the base plate.

707.2.6 1.6 Anchor Bolts

The Contractor shall provide anchor bolts for each Type VI Stan dard according to ASTM F 1554; Grade 55 steel, or AASHTO M-314. The Contractor s hall provide one (1) leveling nut, one (1) hold-down nut, and washers for each ancho r bolt, top and bottom. The Contractor shall galvanize the threaded ends of the bolts, nuts , and washers in accordance with ASTM A 153. The Contractor shall space the anchor bolts i n accordance with the manufacturer’s recommendations.

707.2.6 2 Luminaire Frame and Lowering Device

The Luminaire frame and lowering device consist of a head frame , a Luminaire ring, a winch, a hoisting assembly, a circuit breaker, a portable power unit, and other necessary appurtenances (including wiring) t o mount, operate, lower, rais e, and test Luminaire fixtures. Section 707: Signal and Lighting Standards Page 815 The Contractor shall provide design of frame and lowering devic e to the State Bridge Engineer for approval.

707.2.6 2.1 Head Frame

The head frame structure supports the hoist cable sheaves, symm etrically spaced, and the power cable sheave, placed midpoint between two (2) hoistin g cable sheaves. The Contractor shall cover the head frame with a firmly attached co pper free aluminum cover. The Contractor shall fabricate the Structure from 1/4-inch ASTM A 3 6 steel plate that is hot-dip galvanized in accordance with ASTM A 123. The Contractor shall attach the head frame to the pole with a steel slip-fitter, and secure with stainless st eel set screws. The Contractor shall provide pr ess-fit oil-impregnated sintered bronze bushings at the hub for all sheaves. The Contractor shall provide keepers to p revent the lift and power cables from riding out of the sheaves or roller assemblies during erec tion and operation. The Contractor shall provide design of the head frame to the State Bridge Engineer for approval.

707.2.6 2.2 Luminaire Ring

The Contractor shall construct th e Luminaire ring of six (6) in ches, 8.2-pound single-piece channel with the appropriate number of two (2) inch nominal ste el pipe mounting arms, symmetrically mounted. The Contractor shall hot-dip galvanize after fabrication. The Contractor shall pre-wire the ring with a suitable number o f conductors having a current-carrying capacity of the total load with a maximum volt age drop of three percent (3%) and with 105C type SEO distribution cable. The Contractor shall provide a protective roller system for the inner portion of the lowering ring to permit the ring to contact the pole shaft duri ng raising and lowering operations, to prevent damaging either the ring or the pole. The Contracto r shall use rollers consisting of water-resistant, non-marking Material with oil-impregnated bron ze bushings on stainless steel shafts. The Contractor shall provide three (3) high-visibility reflecto r indicator flags for the Luminaire rings, visible from t he ground after mounting. The C ontractor shall ensure that the Luminaire ring properly engages t he head frame, so the flags tr ip to signal the operator. The Contractor shall provide design of the luminaire ring to the St ate Bridge Engineer for approval.

707.2.6 2.3 Hoisting Cable

The Contractor shall support the Luminaire ring with three (3) (3/16-inch diameter) stainless steel 19 × seven (7) strand non-rotating aircraft cab les (Military Spec.: MIL-W-83420) with a minimum breaking strength of 3,700 lb. The Contractor s hall anchor the ends of the cables in the Standard to the top of the suspension bracket. The Contractor shall pass the lift cable up through the pole sh aft, over the head frame sheaves, to the Luminaire ring; lead through guides and a compr ession spring, and terminate with a collect-type device. The Contractor shall prevent twist ing and eliminate torsion developed during the initial inst allation of the hoisting cable system. The Contractor shall provide design of the hoisting c able to the State Bridge Engine er for approval.

707.2.6 2.4 Safety Mechanism (Latching Device)

The Contractor shall provide a safety mechanism that allows dis engagement of the winch assembly in the base of the pole, consisting of two (2) multi-p oint safety chain and hook Section 707: Signal and Lighting Standards Page 816 assemblies to maintain the tension on the transition assembly. The Contractor shall galvanize the chain and hooks. The Contractor shall secure each chain to a plate welded to the inside of the pole shaft. The Contractor shall ensure that the safety me chanism is self-contained within the pole and independent of the pole foundation. The Contracto r shall provide design of the latching device to the State Bridge Engineer for approval. As an alternate to the above safety mechanism, the Contractor m ay provide a top latch returning system, as recommended by the manufacturer. The Cont ractor shall submit the shop drawings and design calculat ions for the lowering device t o the Project Manager for preapproval of the system by the Lighting and Signal Engineer. The Contractor shall not begin fabrication until the Lighting and Signal Engineer reviews and approves the design and shop drawings. The Contractor shall fabricate the safety mechanism, cams, and all hardware on the support ring of stainless steel.

707.2.6 2.5 Winch

The Contractor shall provide a worm-gear reducer type winch wit h a self-locking reduction ratio in both raising and lowering operations. The C ontractor shall provide a winch drum prewound with stainless steel 19 × seven (7) strand, 1/4-i nch diameter, aircraft cable (Military Spec.: MIL-W-83420). The Contractor shall provide ma nufacturing details, load ratings, anticipated winch loading s and winch Specifications to the State Bridge Engineer for approval. The Contractor shall ensure that the winch has an ultimate stre ngth of five (5) times the lifted load, if measured with the appropriate number of layers of cable on the drum. The Contractor shall provide a transition design to prevent twistin g of support cables, to ensure smooth winding of the cable on the winch, and to prevent bindin g on the inside of the tower shaft. The Contractor shall provide a winch cable of sufficien t length to maintain at least four

707.2.6 2.6 Electrical

The Contractor shall use 3/c, #10 AWG (4/c if three (3)-phase c ircuit is specified) Type SO portable power cable for the main power cable, unless otherw ise specified in the Contract. The Contractor shall securely connect power cables to a weather tight wiring box on the Luminaire ring and terminate on a 600-volt terminal block. The Contractor shall provide a twist lock power receptacle to allow testing of the Luminaires in the lowered position. The Contractor shall provide a breaker complete with a NEMA 1 e nclosure, accessible through the hand hole in each Standard. The Contractor shall s ize the breaker as follows: 1. Two (2) - pole, 30 A for 240 V, single-phase; 2. Two (2) - pole, 20 A for 480 V single-phase; and 3. Three (3) - pole, 15 A for 480 V, three (3)-phase. The Contractor shall provide the type of service specified in t he Contract. The Contractor shall provide design of the elec trical system to the State Traf fic Engineer for approval.

707.2.6 2.7 Hardware

The Contractor shall fabricate all miscellaneous fittings, fast enings, or hardware for the support head frame and Luminaire-m ounting ring of AISI Series 3 00 stainless steel with Section 707: Signal and Lighting Standards Page 817 approved means for locking nuts. The Contractor shall provide Hardware design to the State Bridge Engineer for approval.

707.2.6 2.8 Portable Power Unit

The Contractor shall incorporat e the drive motor, torque limite r, drive shaft, and electrical controls in the portable power unit. The Contractor shall prov ide a power unit that one (1) person can install, operate, and remove. The Contractor shall provide a drill motor controlled by a reversing switch connected by a 20 ft remote cord. The Co ntractor shall use gasket-type cord grips to prevent damage to the flexible cords. The Contra ctor shall provide design of the Power unit to the State Traffic Engineer for approval.

707.2.7 Anchor Bolts

For Type VI Standards, the Contractor shall provide anchor bolt s in accordance with Section 707.2.6, “Type VI Standards.” The Contractor shall fab ricate anchor bolts of sufficient size and length to support the Structure with the design loads. The Contractor shall use high- strength steel bars, with a guaranteed minimum yield strength o f 55,000 psi, or steel in accordance with ASTM F-1554. The Contractor shall provide one (1) leveling nut and one (1) h old-down nut with each bolt. The Contractor shall provi de each anchor bolt with nuts and washers, as required.

707.2.8 State-Furnished Materials

If specified in the Contract, the Department will provide the S tandards and mast arms at specified locations.

707.3 Construction Requirements

707.3.1 General

Installation includes erection of completed Standards, leveling of Standards, required grouting between Standard bases and foundations, and the instal lation of anchor bolts in foundations. The Contractor shall retap and seal threaded holes and hubs wit h heavy grease or another type of preservative to prevent rust. The Contractor s hall drill the required field-made holes (such as for mounting ped estrian push buttons) neatly. T he Contractor shall not use a cutting torch. If torque values are specified in the Contract for anchor bolt nuts, Breakaway couplings, or slip bolts, the Contractor shall make all adjustments with a n approved torque wrench. The Contractor shall not use alter nate torque values, unless approv ed by the Project Manager.

707.3.2 Galvanized Steel Standards

The Contractor shall repair scratches caused by erection and ha ndling in the field with 95% zinc-rich paint.

707.3.3 Type II Standards Installation Requirements

The Contractor shall ensure that the length and position of arm s are in accordance with the Contract. The Contractor sha ll attach the arms securely to the shafts. Section 707: Signal and Lighting Standards Page 818 707.3.4 Type V Standards Installation Requirements The Contractor shall install davit arms in accordance with manu facturer’s recommendations, to prevent rotation under wind loads. The Con tractor shall drill the through holes for bolts in the top pole tenon in the field. If the arm s rotate after erection, the Contractor shall lower the Type V Standard, reassemble the arm, and reinst all the Type V Standard with the arm in the proper position.

707.3.5 Type VI Standards Field Assembly

For a slip-fit design, the Contractor shall submit the proposed method for field assembly of Standard sections to the Project Manager for approval. The Contractor shall perform field assembly of the Standard sections and the assembly of the lower ing device under the supervision of a representative of the manufacturer, trained, e xperienced in field assembly, and knowledgeable of the operati on and construction of the Mate rial supplied.

707.3.6 System Training

The Contractor shall provide a field representative to train th e Department’s personnel and local utility personnel, for one (1) Day, in the system’s o peration (lowering the devices, changing Luminaries, etc.). The Contractor shall submit the co mplete training program to the Project Manager and the State T raffic Technical Support Engine er for approval at least 15 Working Days before scheduling the system training. The Con tractor shall include the following in the training: 1. Working outlines of presentations; 2. Specification manuals; 3. Video Recording; 4. Handouts; and 5. Other Materials to be distributed during the training.

707.3.7 New Foundations for Signal and Lighting Standards

The Contractor shall construct new foundations for signal and l ighting Standards in accordance with Section 708, “Fo undations for Signal and Lighti ng Installations.”

707.3.8 Relocation of Existing Signal and Lighting Standards

The Contractor shall not remove existing signal and lighting St andards until placement of new foundations, Accepted by the Project Manager. The Contractor shall notify the Project Manager, Traffic Servic es Signal Laboratory, and the Maintaining Agency at least five (5) Working Days before re moving and resetting specified signal and lighting Standards. The Department will provide all shop drawings and other documents of record on the existing in-place signals and lighti ng Standards. The Contractor shall provide all Work and Materials required for rewiring relo cated signals and lighting Standards, as included in this Work. The Contractor shall supp ly the new foundation for relocated existing signals and lighting Standards.

707.3.8 1 Removing and Resetting High-Mast Standard and Luminai re

When specified in the Contract, the Contractor shall construct new foundations for the existing Type VI Standards. The Contractor shall remove the ex isting Type VI Standards and the Luminaires and relocate the Standards and Luminaires to the new foundations.

707.3.8 2 Removing and Resetting Roadway Standard and Luminaire

When specified in the Contract, the Contractor shall construct new foundations for the existing Type V Standards. The Contractor shall remove the exi sting Standards and Luminaires and relocate the Standards and Luminaires to the new foundations.

707.3.8 3 Removing and Resetting Traffic Signal and Mast Arms

When specified in the Contract, the Contractor shall construct new foundations for the existing Type I, II, and III Standards. The Contractor shall r emove the existing Type I, II, and III Standards, Traffic Signals, and mast arms. The Contractor shall relocate the Standards, Traffic Signals, and mast arm s to the new foundations.

707.3.9 State-Furnished Standards, Mast Arms, and Roadway Lumin aires

If specified in the Contract; the Contractor shall load, haul, and install State-furnished lighting Standards, mast arms, and Roadway Luminaires.

707.4 METHOD OF MEASUREMENT—Reserved

707.5 Basis of Payment

Pay Item Pay Unit Type____ Standard, ____ ft Each Type____ Standard, ____ft Arm Each Remove and Reset High Mast Standard and Luminaire Each Remove and Reset Lighting Standard and Luminaire Each Remove and Reset Traffic Signal and Mast Arm Each Install State-Furnished Standards, Mast Arms, and Roadway Luminaires Each High Mast Lowering Device Each The Department will pay for foundations in accordance with Sect ion 708, “Foundations for Signal and Lighting Installations.”

707.5.1 Work Included In Payment

The following Work and items will be considered as included in the payment for the main items and will not be measured or paid for separately: 1. Anchor bolts; 2. Hardware; 3. Protective coatings; and 4. Conductors for type V, and type VI Standards; and training a nd technical services for type VI Standards. Section 708: Foundations For Signal And Lighting Installations Page 820