Flowable fill shall be required as backfill on any cut made in streets, alleys, or shoulders within five feet of the edge of asphalt, with an eight inch layer of concrete one and one-half inch below grade as per Table A2. The Board of Public Works and Safety or the Street Commissioner, and/or his or her representative, herein referred to as “city,” shall review and approve any exceptions. If an exception is granted, the following procedure would be utilized: number eight or nine stone compacted every six inches with an eight inch layer of concrete one and one-half inch below grade. A bed for the pipe will be allowed using sand, number 11 or number nine stone per Table A2 in the Appendix.
(Ord. 25-2021, passed 11-15-21)