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0 0.30' A.C. 1111 70' A.C. Trans. 0.17' A.C. <br /> + 60' <br /> O E.P. Existing fence to <br /> Remove existing O <br /> ° stump remain in place <br /> N _ _ TL Const. "' E.P. <br /> � x- <br /> ® d <br /> .8 — - 6 <br /> N <br /> ® G O O 0 <br /> o 1 0 0 3 4 5 <br /> G 0 <br /> G G <br /> .7 N �- Existing fence to <br /> remain in place E.P. <br /> xx x <br /> Adjust Manhole LEGEND <br /> Frame and Cover E.P. <br /> Existing power pole Fo.00 I Finished Elevation- <br /> Existing barrier rail <br /> to remain in place. (S.. Ad,on9 9/6/&9 Construction <br /> - <br /> to remain in place. - - - 0.00 Finished Elevation- <br /> Asphalt Concrete <br /> Gutter <br /> BEGINNING OF PROJECT ® Variable Depth <br /> Asphalt Concrete <br /> - Direction of Flow- <br /> 0 Surface Drainage <br /> N <br /> r + -G- Underground natural gas line <br /> w N <br /> 0 C <br /> N O Y <br /> D U U N j it <br /> i o � 0.17' A.C. 32'A.C. E jf <br /> s 0.04' E.P. Thickness Trans. <br /> E.P. i <br /> Const. E.P. U <br /> )> -- ----- <br /> 0 115'± <br /> )> m o ii <br /> N <br /> NZ O W <br /> 323 24 0 N 25 'o <br /> M G n G s <br /> _----- <br /> Adjust Lamphole L_ <br /> Frame and Cover <br /> Ezo <br /> d E.P. P• Existing C.G. & S. <br /> (n A to remain in place. <br /> a Conform � <br /> V m Bench Mark-Top Concrete pedestal Sta. 1+05 (Lt.) END OF PROJECT \\ <br /> A Elev. 12.59 (Assumed Datum) <br /> m <br /> COUNTY OF SAN JOAQUIN ND SCALE PLAN JOSEPH ROAD RESURFACING Sheet No, <br /> 150' w/o Main St. to west end 3 of 4 <br /> Drawn H Date Project Engineer Date 777ked Date Su/bbmitted ,DGaet�e / rov l Recommended ate <br /> B , t4+ 5 1�I �/ .S/B9 U-tJCi..m—�� S/89 AI' �•-7 f' /�/ �r <br />