(a) The developer, through his Engineer, shall have the option of selecting one of the following basic types of pavements for his subdivision:
(1) Portland Cement Concrete Pavement with integral concrete curb.
(2) Asphaltic Concrete Pavement with concrete curbs.
(3) Asphaltic Concrete Pavement with concrete curb and gutter.
(4) Composite Pavement consisting of an asphaltic concrete surface on a Portland Cement Concrete base with integral concrete curb.
(b) The pavement thickness design, composition, materials and typical section shall be based on and determined by a careful analysis of traffic data, a detailed soils investigation, and a study of the strength of materials. The supporting pavement design data and soil tests shall be submitted to the Village Engineer along with the detailed plans for his review and approval.
(c) The absolute minimum allowable design of portland cement concrete pavement with integral concrete curbs shall be six inches in depth and will include longitudinal joint tie bars.
(d) The absolute minimum allowable design of flexible pavement shall be three and one-half inches of Asphaltic Concrete over eight inches of aggregate base, or equivalent structural thickness.
(e) All pavements and appurtenant items shall be constructed in accordance with the current "Construction and Material Specifications" of the State of Ohio Department of Transportation and the Construction Standards of the Village.
(Ord. 7-77. Passed 6-13-77.)