(A) The developer, with consent of the Planning Commission, shall utilize one of the following types of pavement for his or her 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; and
(4) Composite pavement consisting of an asphaltic concrete surface on a Portland cement concrete base with integral concrete curb.
(B) Soils testing will be required and will be provided by the village at the developer’s expense to determine or verify the pavement design information being supplied.
(C) The pavement design, including thickness, composition, materials, and typical section, shall be based on, and determined by, a careful analysis of existing and projected traffic data, a detailed soils investigation and a study of the strength of materials by the developer’s engineer. The supporting pavement design data and soil tests shall be submitted to the village’s engineering representative along with the detailed plans for review and approval.
(D) The absolute minimum allowable design of Portland cement concrete pavement with integral concrete curbs shall be a minimum of seven inches in depth and shall include epoxy coated longitudinal joint tie bars or hook bolts.
(E) The absolute minimum allowable design of flexible pavement shall be three and one-half inches of asphaltic concrete over eight inches of properly compacted aggregate base minimum, or equivalent structural thickness, and no less than as specified in the “Construction and Material Specifications” of the state’s Department of Transportation.
(F) All pavements and appurtenant items shall be constructed in accordance with the current “Construction and Material Specifications” of the state’s Department of Transportation and the construction standards of the county and the village.
(Ord. 1235, passed 7-16-2002)