(a) The street subgrade shall be free of sod, vegetative or organic matter, soft clay, and other objectionable materials for a depth of at least two feet below the finished surface. The street subgrade shall be properly rolled, shaped and compacted, and a minimum of two proof rollings will be required prior to paving under the direction and approval of the City Engineer.
(b) All fill underlying a proposed roadway shall be compacted to a density of 98% or greater. Inspection of fill shall be conducted by the City Engineer. The applicant shall have fill material tested by a responsible testing company at the applicant expense. Those results will be reviewed and approved by the City Engineer.
(Ord. 16-19. Passed 9-16-19.)