834.1Description.
This work consists of constructing concrete pole bases, extensions, and sheeting.
834.2Materials.
834.3Construction.
834.3.1 Pole Base.
in front of the pole o n slopes.
with the contract, including placement of anchor bolts, bar reinforcement, conduit sweep, and ground rod. Refer to the Standard Construction Details for the diameter and depth of pole bases for the types of pole bases shown in the contract. Place the concrete by tremie methods in accordance with Section 610.3.4.D.2 for placement depths greater than 5-feet from the point of
concrete discharge. Do not freefall concrete at distances greater than 5-feet. Cap the ends of the conduit sweeps with a galvanized threaded conduit plug. Cure exposed pole base surfaces in accordance with Section 501.3 with materials in accordance with Section 1022.6. After the concrete for the pole bases has cured, backfill the area around the pole base using approved material. Place and compact backfill material in accordance with Section 202. Apply topsoil and seed in the disturbed area, in accordance with Section 908.
inch mesh and 0.0063-inch diameter wires. Screen is to be removable and attached to the base plate with stainless steel hardware. 834.3.2 Pole Base Extension.
Standard Construction Details. Extend reinforcing bars in a pattern that complies with the Standard Construction Details and match the pattern of the extended pole base reinforcement bars using continuous vertical bars in accordance with Section 611.3.C. Form the pole base extension and pour concrete in accordance with Section 610. Backfill the excavated area in accordance with Section 202.
above the final grade of the pole base. 834.3.3 Pole Base Sheeting.
encountering soil conditions that prohibit the construction of a pole base using wood or plywood sheeting. Install pole base sheeting when directed by the engineer.
conduit sweeps, specified for pole bases, a minimum of 12-inches beyond the wall of the sheeting. Cap the ends of the conduit sweeps with a galvanized threaded conduit plug. Leave metal sheeting material in place and cutoff sheeting material at least 6-inches below the surface of the ground. Dispose of excavated material from the project site in accordance with Section 106.8.
834.4Method of Measurement.
dimension from the standard depth to the increased depth. The Department will measure the volume by multiplying the vertical increase in depth by the cross-sectional area of the standard pole base.
accepted. The Department considers sheeting used for 1 pole as a single unit. The Department will only pay for locations where the contractor has written permission to use sheeting.
834.5Basis of Payment.
payment constitute full compensation for:
feet for pole base extension. Price and payment constitute full compensation for:
Price and payment constitute full compensation for:
ITEM DESCRIPTION UNIT 834001 POLE BASE, TYPE 1 EACH 834002 POLE BASE, TYPE 2 EACH 834003 POLE BASE, TYPE 2A EACH 834004 POLE BASE, TYPE 2B EACH 834005 POLE BASE, TYPE 3 EACH 834006 POLE BASE, TYPE 3A EACH 834007 POLE BASE, TYPE 3B EACH 834008 POLE BASE, TYPE 3C EACH 834009 POLE BASE, TYPE 4A EACH 834010 POLE BASE, TYPE 4B EACH 834011 POLE BASE, TYPE 6 EACH 834012 POLE BASE, TYPE 6B EACH 834013 POLE BASE EXTENSION CF
834014 SHEETING FOR POLE BASE EACH
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