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See Note Below a <br /> Existing M Conform (Typ.) <br /> Surface <br /> S.D.I. <br /> Y0.50' Asphalt Grind 0.04' below c"o <br /> top of grate. <br /> Concrete �Po <br /> Resurfacing shall conform d <br /> to top of grate. SJ <br /> PAVEMENT REPAIR DETAIL PLANING DETAIL 05.01.I <br /> Note: Width, length and locations to S/E Cor Meadow & Caron <br /> be determined by the Engineer. <br /> Conform ® E.P. Conform ® E.P. <br /> 6 > <br /> a 0 <br /> o <br /> >; 4 P 4' <br /> 12' Min. <br /> Conform <br /> v Conform <br /> > Existing Width Conform to <br /> existing width <br /> 0.30' Asphalt Concrete over shaped and <br /> compacted native material . <br /> T Walkways ® Sta. 10+33 Lt. & Sto. 13+00 Lt. Variable depth Asphalt Concrete over <br /> rn <br /> Shall be considered as Type "D" driveways. existing paved/concrete driveways. <br /> Z R = Conform to existing radii <br /> o TYPE D TYPE E <br /> s DRIVEWAY DETAILS <br /> oN_ <br /> Z <br /> COUNTY OF SAN JOAQUIN s�µE CONSTRUCTION DETAILS RIVARA ROAD AND Sheet No. <br /> MEADOW AVENUE RESURFACING 5 of 6 <br /> DRAWN BY DATE 1 PROJECT ENGINEERDATE CHECKED DATE SUBMITTED DATE APPR RECOMMENDED DATE <br />