Laserfiche WebLink
100' A.C. Trans. 0.21' A.C. <br /> Sta. 85+20 (29.8' Rt.)- Construct <br /> E 50' 18"0 Storm Drain Inlet and Frame Existing double box <br /> 0 0 o and Grate; Top of Grate Elev.= 5L. culvert and guard rail <br /> + + See S.J.Co.Std. No. D-15 for details. -- --e to remain in place. <br /> M _ _J <br /> 00 30 <br /> E.P. S E.P. I / <br /> 30 31 85 86 87 <br /> - — — <br /> E.P. E.P. <br /> 7,' <br /> COnst. Existing paved parking areaj Const. <br /> .10 � tSta. 84+60 - Begin UtilityBEGINNING OF PROJECT z0 RGP (Glass 14). pole a. 85+80 - End 12"0 Benchmark = Nail and <br /> Connect to existing 12"0 RCP (Class MII . Connect Shiner at centerline, <br /> driveway pipe. Flowline to existing 180 RCP. Sta. 85+00, Elev.= 89-1 <br /> will be a straight line See Sheet 5 for details. <br /> connecting flowlines <br /> lwmiw � Z of existing pipes. <br /> a <br /> 0 <br /> 0 <br /> m LEGEND 0.21' A.C. 100' A.C. Trans. Or <br /> i o <br /> ° + / a <br /> ® Variable Depth AsphaltX50' / <br /> Concrete Overlay o / <br /> Limits of Asphalt Concrete d+, o / ESSI <br /> Pavement Planing ! Const. `r' E`o <br /> 0.00 Depth of Asphalt Concrete 0 <br /> Pavement Planing E.P. o / <br /> z E.P. inNo. 21258 <br /> > Direction of Flow, Earth Gutter °-b-e� <br /> m 0.00 Finished Elevation z oO G _ _ _ '9N Clvll- R?�P <br /> (Gutter Flowline) 124 125 n C <br /> io do <br /> to f <br /> E.P. <br /> A END OF PROJECT <br /> o <br /> COUNTY OF SAN JOAQUINL. NO SCALE PLAN ESCALON—BELLOTA ROAD RESURFACING Sheet No. <br /> 400' S/0 Deck Rd. to Mariposo Rd. 3 of 6 <br /> Drawn By Date Project Engineer Date Cftecked Date Submitted Date AyPro!a[ Recommended Dote <br /> .k"XUAk It1512 KAuh Y-{ttSCt 1 11M2 <br />