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Const. <br /> � Existing A.C. Dike <br /> Var.� —� to remain <br /> _ \ 14 <br /> EEarthwork (Miscellaneous Areas)- _ - - - - - .J -- <br /> 0.21 ' Asphalt Concrete Overlay 9 �~5 <br /> DETAIL AT HIGH z11 <br /> DIKE 4 conform I Conform <br /> Sta. 76+51 to 79+00 Lt. _ _ <br /> Sta. 75+81 to 79+00 (Rt) <br /> Vol <br /> Jam' - <br /> - — � / <br /> rt Const. - - J 27 <br /> m - \ Flowline of ditch <br /> -- 30' -- Shoulder Backing <br /> 6' ' EARTHWORK (Miscellaneous Areas) Type I <br /> - Existing Curb, 0.08'- —0.21' I Sta. 107+85 to Sta. 111+25 (Rt.) <br /> Gutter and Sidewalk <br /> Q O <br /> 6 r ' <br /> I z L -- — — — — — - — Earthwork <br /> m —Existing Roadway (Miscellaneous Areas) <br /> DETAIL AT PAVED FRONTAGE 21 3' 3Conform' <br /> Sta. 89+83 to Sta. 102+84 (Lt.) <br /> 0 <br /> Const. Var. ��•��-�����_ <br /> n 8' <br /> 12'- 1 <br /> Type D Driveways <br /> i - -- Flowline of ditch <br /> r n I 1 117' Place A.C. Low Dike Shoulder Backing <br /> V ' (Type C) <br /> Ditch Grade is to be 0.30' <br /> u, Below Exist. Edge of Pavement. <br /> A EARTHWORK (Miscellaneous Areas) II <br /> OU I-- - - -- - -- - -- -- J 0.30 A.C. Sta. 112+55 to Sta. 115+81 (Rt.) <br /> J DETAIL AT LOW DIKE and LEVEE ACCESS <br /> m <br /> o Sta. 75+50 (Lt.) <br /> Sta. 75+60 (Rt.) <br /> COUNTY OF SAN JOAQUIN NO SCALE SHOULDER & EARTHWORK DETAILS MURPHY oROAD REAvenue to SURFver ACING Sheet <br /> of N1 <br /> DRAWN BY DATE n PROJECT ENGINEER DATE I r, CHECKED DATE APPROVAL RECOMMENDED DATE <br /> /�•r v%3 Jowc/r win0 y01°3 �.. f,,L*/03 C -467'e <br />