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design standards and engineering specifications ... - Apache County

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all loose chips shall be swept <strong>and</strong> removed from the paved roadway.SEC.410 TURNOUTS: Construction for existing turnouts will be provided for during construction of theroad <strong>and</strong> to the same <strong>st<strong>and</strong>ards</strong>. Said turnouts construction shall be of sufficient size asto protect the road shoulder <strong>and</strong> shall be <strong>design</strong>ed as per Arizona Department ofTransportation requirements as shown on their roadway Construction St<strong>and</strong>ards.Culverts shall be placed under turnouts if necessary.The above cement pavement requirements are minimum <strong>st<strong>and</strong>ards</strong> only <strong>and</strong> shall be verified bylaboratory reports from recognized commercial laboratories.Plans <strong>and</strong> <strong>specifications</strong> submitted to <strong>Apache</strong> <strong>County</strong> may be, at the <strong>County</strong> Engineer=s request,submitted to the Portl<strong>and</strong> Cement Association for review <strong>and</strong> comment.SEC.411 CURBS AND GUTTERS: If curbs <strong>and</strong> gutters are to be installed, a detailed cross section ofthe proposed curb <strong>and</strong> gutter is to be submitted to the <strong>County</strong> Engineer for approvalbefore construction. (See Cross Section attached.)Curbs <strong>and</strong> gutters shall be constructed of Class A Portl<strong>and</strong> Cement Concrete, properly formed, true toalignment <strong>and</strong> grade <strong>and</strong> given a workmanlike finish.Expansion joints, consisting of one-half (2) inch thick per-formed fillers of approved type, shall beinstalled at the end of all returns <strong>and</strong> at intervals not exceeding twenty-five (25') feet.11

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