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0 <br /> + 100' A.C. 0.25' A.C. 100' A.C. Trans. 100' A.C. Trans. 0.25' A.C. ► <br /> v Trans. <br /> M <br /> o ■ 50' ^ ■ 50' ■50. 4y Oi <br /> m + n o <br /> M a U v+i <br /> 4a 3 N N <br /> 0 0 <br /> E.P. COfISt x° in in E.P. <br /> I <br /> N / 6y <br /> X135 136 ''. 184 185 <br /> io;+' io i io <br /> Conform at brido Conform at bridge E.P. <br /> 'p ge <br /> `1� ■ abutment Sta. 184+67t c`o abutment Sta. 185+04f <br /> BEGINNING OF PROJECT N <br /> 0 <br /> ConforJ�nn ® End Existing bridge to <br /> 24't I Radii South) remain in place. <br /> 0 1 <br /> n � <br /> n <br /> 0 <br /> 0.25' A.C. 100' A.C. Trans. N <br /> i <br /> o <br /> D <br /> S LEGEND <br /> c D Existing Minor Structure + I <br /> 3 o to remain in place. E <br /> o E ® Variable Depth Asphalt <br /> a o �% Concrete Overlay <br /> _ _ <br /> p m of18 U! <br /> E.P. J' * R Conform to Existing Radius <br /> � M <br /> m r 00 Depth of Asphalt Concrete <br /> V) zD `O ' `O `O /r j -HPavement Planing <br /> m <br /> X221 240 ' p <br /> 8 ■ Limits of Asphalt Concrete <br /> io io io / ,r / as Pavement Planing <br /> o <br /> E.P. REM, 4NG <br /> D \` Corrnr _ - <br /> m END OF PROJECT <br /> A 10 o4-- <br /> I <br /> .19' <br /> MI <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN CHRSMAN Iry 3 O N°' <br /> Durham Ferry Road to Linne Road 3 OF 4 <br /> Drown By Dote Project Engineer Date ,oChecked Date submitted Dote A rovo R onnended _Daae <br />