1361.02 ASPHALTIC CONCRETE PAVEMENT.
   (a)   In General. All labor, materials, equipment and tools necessary for the construction of all asphaltic concrete pavement shall be furnished and placed in compliance with Item 401 (Plant Mix Pavement – General) of the Ohio Department of Transportation Construction and Material Specifications.
   (b)   Description. Item 401 shall consist of one or more courses of compacted asphaltic concrete constructed on the approved base, or approved existing pavement, in accordance with the methods and conforming to the specifications and requirements described in Items 402, 403, 404 and/or 412, (Asphalt Concrete) of the Ohio Department of Transportation Construction and Material Specifications, except as hereinafter modified, and in conformity with the lines, grades and other details shown on the plans, finished and ready for acceptance.
   The asphalt concrete, when laid, shall have a minimum finished compacted thickness of six and one-half inches and shall be placed in three courses. The base course shall be per Item 301 placed to a compacted thickness of three inches. The second course shall be per Item 402 placed to a compacted thickness of two inches. The surface course shall be per Item 404 placed to a compacted thickness of one and one-half inches.
   (c)   Base. The base course shall not consist of Item 304 (Aggregate Base) consisting of a compacted finished thickness of six inches, conforming to the Ohio Department of Transportation Construction and Material Specifications.
   (d)   Subgrade. Cleaning, rolling and other subgrade preparation shall be in conformance with Section 200 (Earthwork) of the Ohio Department of Transportation Construction and Material Specifications.
   (e)   Construction. Refer to the standard drawings of the Bureau of Location and Design of the Ohio Department of Transportation on file at the Village Hall.
(Ord. 1288. Passed 1-10-94.)