(A) The sub-grade of all streets shall be stabilized with six percent by weight hydrated lime to obtain a P.I. of less than 15 and compacted to uniform density of not less than 95% maximum density.
(B) Streets shall have a minimum six-inch sub-grade. Sub-grade treatment shall extend an additional width of a minimum one foot beyond back of curb.
(C) The developer will furnish soil tests of sub-grade stabilization and density from an independent lab for every 500 feet of street.
(D) Tests shall be approved by the city prior to pavement construction.
(Ord. 12-05-02, passed 12-5-2002)