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M H�,p99 <br /> S �' Eight Mile Road No. 21258 <br /> Ems. 9--3D-97 <br /> t <br /> CCALIEO��e <br /> 9 <br /> .......................... .............................. <br /> 10' <br /> 10, <br /> Intersecting A.C. Dike to Remain <br /> Eight Mile Road <br /> Conform See Note Below <br /> Existing <br /> � <br /> Streets X. "Y' in Place, (Typ.) Surface <br /> WITH ASPHALT CONCRETE DIKE — <br /> Hildreth Lane 21't 45' 20' Chantal Lane <br /> Alpine Road (N) 26't 50' 25' <br /> Alpine Road (S) 26't 50' 25' Oakwilde Avenue <br /> Pezzi Road 20't 50' 25' — <br /> Note: Width, length and locations 0.70' As halt <br /> WITHOUT ASPHALT CONCRETE DIKE to be determined by the P <br /> Engineer. Concrete <br /> TYPICAL INTERSECTIONS PAVEMENT REPAIR DETAIL <br /> Note: Remove existing A.C. Dikes <br /> at Hildreth Lane. <br /> v <br /> $_ Conform O E.P. Conform O E.P. <br /> M <br /> > \> '� <br /> z '� ,p <br /> rn <br /> Existing Width 1I Conform Conform to <br /> o Var. Depth Asphalt Concrete 1 Min. - 1 existing width <br /> ■ Limits of Asphalt Concrete Pavement Planing 0.30' Asphalt Concrete over shaped Variable depth Asphalt Concrete over existing paved driveway. <br /> and compacted native material <br /> T <br /> m 0.00' Depth of Asphalt Concrete Pavement Planing � E <br /> TYPE TYP <br /> gR Conform to existing radius TYPICAL DRIVEWAYS <br /> teRIte99ReSRg8G Sheet OF SAN JOAQUIN wsc� CONSTRUCTION DETAILS (State to SRoute s <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATERECOMMENDED DATE <br /> rs._ • o:_�_� Qi . 0_.. n__._1_ _. _ i _ / ..i <br />