A. Upon completion of the refilling of the excavation, the City Engineer, at his option, may require the permittee to resurface that portion of the street(s) surface damaged by the permittee’s excavation or obstruction, or the City Engineer may elect to do such resurfacing himself. Where the pavement or surface has been removed, the permittee shall replace it to a thickness of one (1) inch greater than that of the surrounding pavement or surface, and, in no event, to a thickness less than two (2) inches.
B. Where a treated or modified subgrade or surface 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 (1/2) the thickness of the treated or modified surface or subgrade.
C. Failure to Resurface Street(s). If, after the refilling of an excavation the permittee fails or refuses to resurface that portion of the surface of the street(s) damaged by him, or if the City Engineer elects to do such resurfacing, the City Engineer may do such resurfacing. The cost of such resurfacing shall be charged against the permittee except in those instances where the permittee’s excavation is within an area of pavement to be immediately reconstructed by the City, and the resurfacing of the excavation is an integral part of the general City improvement. The cost shall be computed as provided in Section 13.40.040.