805.04 Removal of Traffic Items
C.Conduits Install conduits in footings of the quantity, size, and type shown on the Plans. Locate conduit couplings at least 6 in [150 mm] from the face of the footing.
D.Ground Rod Install copp er weld ground rods of the size shown on the Plans.
804.05 Method of Measuremen T — Vacant
804.06 Basis of Payment
The Department will pay for each pay item at the contract unit price per the specified pay unit as follows: Pay Item: Pay Unit:
A.STRUCTURAL CONCRETE Cubic Yard [Cubic Meter]
B.REINFORCING STEEL Pound [Kilogram] Include the cost of anchor bolts, nuts, washers, ground rod, conduit, excavation, backfilling, and other incidental work in the contract unit price for Structural Concrete and Reinforcing Steel .
805.01 Description
This work consists of removing traffic signal and highway lighting items, including, but not limited to, the following : Pole assemblies, Luminaires, Pull boxes, Power supplies, Signal heads, and Controllers.
805.02 Materials — Vacant
805.03 Equipment — Vacant
805.04 Construction Methods
If the Contract requires the removal of traffic signals or highway lighting items, dis connect the item from the footing, conduit, and wiring system and store at a location directed by the Resident Engineer. REMOVAL OF TRAFFIC ITEMS 805.06 Do not damage traffic signal equipment during removal and storage. Remove poles and cut anchor bolts and protruding conduit flush with the final ground level. Leave footings, pull boxes, and underground conduit in place. Remove wiring from underground conduit. L OF TRAFFIC ITEMS Construct concrete footings or other concrete appurtenances to adjust or relocate traffic signals or high way lighting systems, as shown on the Plans. Before reinstalling removed traffic items, inspect, repair damage, clean, and install a new lamp of the original size and type. Dispose of materials that cannot be reused with the approval of the Resident Engineer. Provide new materials to complete the installation as shown on the Plans and to make the system operational, at no additional cost to the Department. After adjusting or resetting the removed items and completing the electrical connections, energ ize and test the traffic signal or highway lighting system in accordance with Section 801, “Performance and Operational Tests for Highway Lighting and Traffic.” Provide acceptable test results to the Resident Engineer for approv al.
805.05 Method of Measuremen T
The Resident Engineer will measure the length of relaid cable or conduit in place before removal.
805.06 Basis of Payment
The Department will pay for each pay item at the contract unit price per the specified pay unit as follows: Pay Item: Pay Unit:
A.REMOVAL OF (TRAFFIC ITEMS) Lump Sum, Each, or Linear Foot [Meter]
B.RESET OF (TRAFFIC ITEMS) Lump Sum or Each
C.RELOCATION OF (TRAFFIC ITEMS) Linear Foot [Meter]
D.REMOVE AND RESET (TRAFFIC ITEMS) Lump Sum or Each If separate payment for this work is not required by the Contract, include the cost in the contract unit price for other relevant items of work.
806.04 Poles and Mast Arms
SECTION 806 POLES AND MAST ARMS
806.01 Description
This work consists of providing and installing poles, mast arms, and pedestal poles for traffic signals and highway lighting.
806.02 Materials
Provide materials in accordance with Section 700, “Materials,” and the latest edition of the AASHTO Standard Specifications for Structural Supports of Highway Signs, Luminaires, and Traffic Signals .
806.03 Equipment — Vacant
806.04 Construction Methods
A.General Install high mast poles, as shown on the Plans, in acc ordance with Section 812, “High Mast Poles.” Unless the poles are on the QPL, submit manufacturer shop and design drawings, and calculations in accordance with Subsection 105.02, “Plans and Wo rking Drawings.” The Department will allow mounting of mast arms to the pole before erection. Protect the pole, mast arm, and finish from damage during erection. Repair damaged finish as approved by the Resident Engineer, at no additional cost to the De partment. Level anchor base poles with nuts or shims. The Department will not allow double nut leveling for poles with breakaway bases. Install and torque fasteners in accordance with the manufacturer’s recommendations. Cast structural castings in perman ent molds.
B.Poles Ensure the pole accommodates the mounting height of the luminaire or traffic signal as shown on the Plans. Uniformly taper round or multi -sided poles from bottom to top; pedestal poles do not require taper. Straighten and center poles on the longitudinal axis. Provide each pole with a reinforced hand hole and weatherproof cover unless otherwise required by the Contract. Install a removable pole cap on each shaft, except pedestal poles. Provide metallic poles with a grounding connecti on inside the base of the shaft, and ground as shown on the Plans.
C.Mast Arms Provide mast arms of the lengths shown on the Plans.
Source: Oklahoma Standard Specifications for Highway Construction, 2019 Edition. Pages 814–815 of 935.