§ 15-40. Resurfacing specifications

Upon completion of the refilling of the excavation and the removal of the obstruction, the permittee shall promptly resurface or repair any portion of the street surface removed or damaged by the excavation or obstruction, or the city engineer may, at his option, elect to do the resurfacing or repairing himself. Where the pavement or surface has been removed, the permittee shall replace it to a thickness of one inch greater than that of surrounding pavement or surface and, in no event, to a thickness less than two and one-half (2½) inches. Where a treated or modified subgrade has been removed or destroyed, the permittee shall replace it to a thickness of not less than that of the surrounding or adjacent subgrade or surface, unless the city engineer orders that the repair of such treated or modified subgrade or surface shall be made by an oil and rock mixture in which case the thickness shall not be less than one-half the thickness of the treated or modified surface or subgrade.

(Code 1960, § 7216; Ord. No. 80-2, § 2, 2-4-80)