(A) The permittee shall be fully responsible for the cost and actual performance of all work in the public way. The permittee shall do all work in conformance with any and all engineering regulations, construction specifications and design standards adopted by the town. These standards shall apply to all work in the public way unless otherwise indicated in the permit.
(B) All restoration shall result in a work site condition equal to or better than that which existed prior to construction. In addition to the regulations, specifications and standards referred to in division (A) above, the following provisions shall apply to work in the public rights-of-way of the town.
(1) Pavement cuts shall be filled with compacted select material. Either concrete or asphalt patches will be placed to match the existing street cross section.
(2) Select fill shall be placed in an excavation to the density required by town compaction specifications.
(3) The type, gradation, placement, compaction and testing of the granular backfill material shall meet or exceed all requirements specified in design and construction standards adopted by the town.
(4) (a) The new asphalt will be placed in lifts (three inches maximum) and compacted upon placement. Asphalt depths will be governed the existing cross section of the street, but not less than four inches of full deep asphalt shall be used to fill a street cut regardless of the existing cross-section.
(b) Concrete meeting all construction standards of the town shall be used to replace concrete pavement wherever it occurs.
(Prior Code, § 165.17) (Ord. 503, passed 7-7-2005; Ord. 577, passed 11-6-2014)