(A) All flexible pavement shall be constructed of two inches of Class I surface over four inches of Class I binder course over 12 inches of lime stabilized sub-grade in accordance with the Standard Specifications and the illustrations provided in Ch. 154, App. A, of this code of ordinances.
(B) Should the Village Engineer or Code Administrator, or the developer’s engineer, determine that the village’s minimum pavement standards are not adequate for a given condition, including, traffic volume, size of loads, sub-grade support and drainage, the required pavement design shall be determined by the developer’s engineer on the basis of current pavement design procedure subject to the approval of the Village Engineer or Code Administrator.
(Prior Code, § 19-316) (Ord. 1700, passed 3-17-2014) Penalty, see § 153.999