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0 oLO <br /> 0 <br /> ci Existing traffic loops 8! �o� <br /> 0 Q Y 'n CID <br /> LO to remain in place p / <br /> opo � <br /> + c N o <br /> �p\O' <br /> (14 _ N _ R 0 <br /> N O • <br /> N 5 N -74 <br /> L >S' <br /> CL <br /> O t7~j <br /> Nl <br /> 0.40' A.C. Overlay o D c 1S • �o�� / <br /> 50' A.C. w ~ 0.25' A.0 • oc <br /> / <br /> Trans. 0 O �xi <br /> Lx <br /> — Remove 160' existing A.C. Dike. /P <br /> Place 160 L.F. Type A (High Dike). R two' <br /> 008 • / �\v�0 <br /> Remove 115' existing A.C. Dike. 9� T�• <br /> Place 115 L.F. Type A (High Dike). <br /> i <br /> END OF PROJECT <br /> 3 r <br /> M Conform 0 E.P. <br /> " Conform ® E.P. <br /> EP EP <br /> A See Note Below <br /> R R + * 1 :1 1 .1 + * Existing <br /> Surface <br /> * (Rt.) <br /> 11+10 Lt.l <br /> Conform <br /> S 15' at Sta. Conform *9' at Sta. 69+00 <br /> I S <br /> 25' at Sta. 16+10 Lt. i <br /> Existing Width <br /> N 10' at Sto. 53+33 Rt.) <br /> 12 Min. <br /> z Variable depth AsphaltConcrete 0.65' Asphalt <br /> over existing paved driveway. 0.30' Asphalt Concrete over Concrete <br /> shaped and compacted native <br /> material. Note: <br /> o Width, length and locations to be <br /> m TYPE E TYPE D determined by the Engineer, <br /> TYPICAL DRIVEWAYS 40" minimum width. <br /> Note: Sta. 69+00 (Rt.) the concrete driveway between the edge of PAVEMENT REPAIR DETAIL <br /> o paving and conform line shall be removed. Existing concrete <br /> shall be saw cut to provide a neat straight line at conform. <br /> M <br /> COUNTY OF SAN JOA U N NO SCALE PLAN & CONSTRUCTION DETAILS Mc ALLEN ROAD RESURFACING Sheet 6 <br /> Q S.P.R.R. to Wilson Way 5 of 6 <br /> Drown By Date Project Engineer Date Checked Date Sub fitted DateRecommended at <br /> owt1 Qkow -1121FIN 04ZO ����� <br />