(A) Upon completion of the refilling and compacting of the backfill material in the excavation, the Director of Public Works at his option may require the permittee to resurface that portion of the highway surface damaged by the permittee's excavation or obstruction or the Director of Public Works 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 inch greater than that of the surrounding pavement or surface and in no event to a thickness less than four inches. 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 one inch greater than that of the surrounding or adjacent subgrade or surface.
(B) Portland cement concrete used in the repair of trenches in streets shall be replaced with a thickness equivalent to that removed but in no case less than six inches.
(C) Portland cement sidewalks shall be replaced with the thickness of that removed but in no case less than four inches and shall be of the color and texture of the adjoining sidewalk.
(D) The contractor shall slurry seal the street from intersection to intersection when trenches run parallel to the street, unless otherwise approved by the City Engineer. If no islands, the entire street shall be slurry sealed. Slurry seal shall be Type II with 3% latex binder. Slurry sealing work shall be performed on weekends only on all nonresidential streets, unless otherwise approved by the engineer in writing.
(E) Violation of this section shall be deemed an infraction.
('64 Code, § 19-56) (Ord. 164, passed 12-20-60) Penalty, see § 10.97