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40' A.C. Trans. Const. <br /> I • <br /> O 1 0 N iv <br /> N 1819 <br /> N N <br /> Const. <br /> .p ,� E.P. <br /> R <br /> E.P. <br /> Remove existing pipe. Place N Existing S.D.I. to <br /> 52 L.F. X 12"0 C.S.P. (0.079" remain i. lace. <br /> thick). Refer to Sheet No. 5 for Q P <br /> cv iv Trench Detail and Pipe Connection <br /> • V10 <br /> Detail. Con orm 28't <br /> FL elev. 8.80. 0 <br /> 04 (V 1 <br /> ++ <br /> o —— — E.P. <br /> �' A.C. Trans, <br /> F E.P. <br /> 30' ns <br /> E ■ <br /> � A 8 i <br /> Remove existing A.C. dike <br /> > ° • ' _BEGINNING OF PROJECT LEGEND <br /> 6 <br /> o I Var. Depth Asphalt <br /> Conform Concrete <br /> E.P. Const. Q Sta. 56+30 ■ Limits of Asphalt Concrete <br /> Pavement Planing <br /> FY F `\�" iv N I 0.00' Depth of Asphalt Concrete <br /> * i Pavement Planing <br /> -H <br /> Z k Fn •> AKT ,114 _ c,1,1w ,11 d R Conform to Existing Radius <br /> )7 <br /> rq <br /> Asphalt Concrete (Mist. Areas) <br /> (Type 2) <br /> E.P. R I <br /> A -�Z <br /> m <br /> g END OF PROJECT <br /> COUNTY OF SAN JOAQUIN 20 4o p�qN W AWAM AVE. SU Sheet IN <br /> m SCALE: AS SHOWN (North 99/Frontage Rd. to Hildreth Ln.) 3 of 5 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATEAP v RECOMMENDED DATE <br />