(A) Description. Asphalt pavement structures for subdivision streets shall be designed in conformance with the requirements of this specification. Thickness of the total pavement and of component layers, shall be determined on the basis of street classification.
(B) Pavement thickness requirements.
(1) Thickness of component layers of the pavement for streets within the right-of-way and of the total pavement structure shall be determined as per App. B, § 6, Table 6, of this chapter.
(2) Where streets are to serve industrial or commercial areas, the pavement design shall be based on a study prepared by the subdivider’s engineer projecting the type of vehicles using those streets and traffic volumes, and approved by the Planning Commission’s duly authorized representative.
(1984 Code, Ch. 157, App. B, § 5) (Ord. O-86-78, passed 8-17-1978)