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5' A.G. .33' A.0 100' A.C. trans. 1 .00' A.C. overlay <br /> trans. overlay <br /> Const. <br /> N <br /> t New E.P. — See sheet 4 for details ('f- Sta. 5+35. 20' Lt.- /` <br /> Construct 18" 0 S.D.I. <br /> Exist. gate and posts Refer to S.J.Co.Std. CW—D14 <br /> Sto. 3+32Grate Elev. = 271.3± <br /> to remain in place � Elev. = 283.4'± Inv. Elev. = 267.3± <br /> I / i R 1 r) {7 i? -- C7 -. ,� - C -- O <br /> 105'1, <br /> ,r, R.&D. exist. 18" 0 C.S.P. <br /> o ■ - ' % ■ + Install 90 LF_ 24" <br /> 0 o In f 0 OOOJJJ <br /> 0 0 <br /> + . .. .} ....+ �� r <br /> W / + m + 4 5 <br /> 3V�R <br /> � f/l / ,� �i" ` . 7 N Y <br /> �� E.P. Install 90 L.F. 24" 0 R.C.P. <br /> Exist. fenceline to remain in place (Typ.) <br /> k.l <br /> �i <br /> BEGINNING OF PROJECT LEGEND <br /> Variable Depth Asphalt Concrete Overlay <br /> ■ Limits Asphalt Concrete Pavement Planing <br /> Depth Asphalt Concrete Pavement Planing <br /> R Conform to Existing Radius <br /> DRAWN BY DATE I PROJECT ENGINEER DATE I CHECKED DATE I susmmro DATE APPROVAL RECOMMENDED DATE FOOTHILL SANITARY LAN ILL <br /> � /� collNxr W — JOAQUIN NO SCALE PLAN ENTRANCE ROAD 5 7 <br /> '00 RESURFACING <br /> c <br />