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Conform 0 E.P. see Note Below Existing <br /> EP Surface <br /> 8' <br /> 0.65' Asphalt <br /> Existing Width Concrete <br /> 12' Min. PAVEMENT REPAIR DETAIL <br /> TYPE D <br /> 0.30' Asphalt Concrete over shaped Note: Width (4' minimum). <br /> and compacted native material. Approximate dimensions used for estimating purposes <br /> are available upon request. Dimensions and locations <br /> are subject to change at Engineer's discretion. <br /> a Conform 9 E.P. EPBreak (16' from CL) <br /> EP 8' <br /> > R :7R 1 Plane to Daylight <br /> n <br /> s o <br /> 3 Existing Width Jar — — — — — <br /> s 12' Min. 10% Max. _ _ — <br /> TYPE E + `� <br /> Variable depth Asphalt Concrete - —!-- _ _ <br /> over existing paved driveway. L---- <br /> -- ---- Existing Roadway -- <br /> Vac Depth Var. <br /> ❑4' Sta. 32+35 to Sta. 33+55 (Rt.) 0.3' min. Asphalt Concrete Existing A.C. Ramp <br /> U TYPICAL DRIVEWAY DETAIL o <br /> !� 17' — 36' Sto. 21 +13 to Sta. 25+30 (Lt.) <br /> 1 � <br /> n TYPE "F" DRIVEWAY DETAIL OVER EXISTING GROUND <br /> f <br /> v A French Camp Road: Sto. 21+13 to Sta. 25+30 (Lt.), Sta. 29+00 (Rt.), Sta. 30+40 (Rt.) <br /> M <br /> Sta. 40+40 (Rt.), Sta. 41 +00 (Rt.) & Sta. 55+40 (Lt.) <br /> o Ash Street: Sta. 3+05 (Rt.) <br /> COUNTY OF SAN JOA UIN NO SCALE CONSTRUCTION DETAILS FRENCH CAMP ROAD RESURFACING sheet No. <br /> Q (EI Dorado Street to Airport Way) 10 of 11 <br /> E4"rizo <br /> DRAWNBY DATE PROJECT ENGINEER DATE C DATE 5 ITT �/D�ATE 77 APPROVAL/RECOMMENDED DATE <br /> 2e 7�X� &Llik 7Lr �f6�A'4K M Yue i <br />