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,L- <br /> 50' 0.17' A.C. Overlay m <br /> N o A.C. Trans. Z <br /> 3e X <br /> w 20 N A < <br /> A R .Z1 <br /> 0 0 0 0 O <br /> a 0 N 8 D <br /> + Const. <br /> u• o E.P. L----------------------Z--- <br /> _ o <br /> to N RIVER ROAD <br /> u N <br /> 13 • N 24 25 26 ° <br /> T <br /> E.P. <a, R <br /> �0 <br /> o i BEGINNING OF PROJECT Limits of Earthwork END OF <br /> m / RIVER ROAD 'Misc. Areas) RIVER ROAD <br /> N V <br /> e o 0 0 0 <br /> a \\ + + + + <br /> i \\\ Conform o 0 0 o Conform <br /> o <br /> i <br /> Note: Ditch Grade is 0.64' below existing <br /> Pitch Grade Edge of Pavement. Also refer to <br /> p SECTION A—A <br /> Shoulder Detail 2, Sheet 3. <br /> i Sta. 23+70 to 25+50 (Left) River Road <br /> M <br /> Z <br /> s <br /> EL GEND <br /> N <br /> ® Variable Depth Asphalt Concrete Overlay. ■ Limits of Asphalt Concrete Pavement Planing. 0 Adjust Monument Frame and Cover <br /> OUV <br /> ,� Areas of Asphalt Concrete Leveling R Conform to Existing Radii. Existing Utility Poles. <br /> Q Place S- rvey Monument Frame and Cover. GVD4 Existing Gas Valves to be adjusted by others. <br /> o Area of Pavement Repair Refer to S.J. Co. Improvement Standards <br /> g <br /> FO-0-01 Depth of Asphalt Concrete Pavement Planing. No. CW—M7. See Sheet No. 8 for detail. Direction of existing drainage flow. <br /> oRIVER ROAD / HENRY ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN (Santa Fe Road to Henry Road; Santa Fe Road to River Road) 1 4 of 9 <br /> no.wu wI news I PRMIFCT ENGINEER f DATE I CHECKED I DATE I APPROVAL RECOMMENDED I DATE <br />