(A) The base of said roadway shall consist of two-inch stone (in size) and three-inch stone (in size) compacted to a minimum of six inches in depth. Following the compacting of the two-inch and three-inch stone, there shall be a layer of one-half-inch stone (in size) crusher run to a depth of one inch to fill all voids in said roadway.
(B) The hot laid asphaltic base shall be of a minimum of two and one-half inches compacted over the base described in division (A) above.
(C) A hot laid asphaltic wearing course placed on top of the hot laid asphaltic base shall be a minimum of one and one-half inches compacted.
(D) All compaction of items hereinbefore referred to be compacted shall be done with a minimum of a ten-ton tandem roller.
(Ord. 31, passed 5-24-1994)