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r 71, ', 1t °f4�+M k <br /> 24't 1 Conform00-99 <br /> rsoa Uslrlk i;� i n n2 „Dn , Veto <br /> Sta. 106+15 0.00' ■� - -- ++ ° w-r,- <br /> E . �* t `L Survey E.P. <br /> G G— —G G + + G —G G G --�G <br /> w � <br /> 104lub - - --- - -- - - --1Ub 107 108 <br /> cV <br /> Remove 20 L.F. of existing <br /> y� n <br /> E.P. A.C. Dike, balance of COFISt. E.P. <br /> dike to remain in place. + / rn Remove 10 L.F. of existing A.C. Dike, <br /> i <br /> 0.00' o balonce of dike to remain in place. <br /> ' 0.08' ■ � <br /> 25't ' i Conform LEGEND w <br /> a I'. <br /> U <br /> 0.35' Asphalt Concrete <br /> ® Base (widening) <br /> 24t ' Conform ® Variable Depth <br /> 0.08' o 100' Trans Asphalt Concrete <br /> a 0.00' `v o • Limits of Asphalt Concrete <br /> j �'' ■ ■ + Pavement Planing <br /> o o E.P. a *Q' +k o E.P. 0 5 E`o� 0.00' Depth of Asphalt Concrete <br /> i n + 3 'P o o Pavement Planing <br /> G —G G G — — G — G G o in *R Conform to existing Radius <br /> n <br /> m io G— 16" Gas Main (PG&E) <br /> +1 <br /> to 211 212 213 214 15 n <br /> r <br /> M _ <br /> Op0.0FESS/pN <br /> D � rr7_ {{ v � <br /> a .... <br /> m E.P. + q Survey & Const. E.P. va 21258N r Exp93093Remove 40 L.F. of existing �! + p�A.G. Dike, balance of END OF PROJECT of o'b dike to remain in place. 25norm CpGtF - / <br /> A 'I Remove 20 L.F. of existing A.C. Dike, ""'�- - -7F-�• <br /> balance of dike to remain in place. V <br /> COUNTY OF SAN JOAQUIN N❑ SCALE pVe,N WEST RIPON ROAD RESURFACING Sheetjo,Airport Way to Austin Rd. 4 of <br /> Drown By Dote Project Engineer Dote Checked Dote Subnl{ted Dote Approv l Recommended Dote <br /> F3 . 419 �]` r/<.0 4/9 1 � 4/s HCl 4141 <br />