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I <br /> 82329 <br /> Const. <br /> Limits of C/Baring and Grubbirsg, Eorihwork (Mist. Areas <br /> Conforir! 8 qo ✓aK flat, Conform <br /> Jd <br /> Aspha/t Concrete \` —� <br /> 0. 25'A.0 -Va. 209f74' to Sta. e/6,100 rted Borrow (TyP.) <br /> 5*..289 A00 to SM. 328+75 <br /> Sta. 2/6x00 to Sta. 24.I <br /> eta RII to Sta 289f00 TYPICAL SECT/ON •Limit: Of Moilbox <br /> S&. 209 t7r lo Sda. AM 7,4' Pelocotion• <br /> GENERAL NOTES <br /> / .I// earthwork except fo/ fino/ grading of shov/dera shall <br /> be completed prior /0 placing rina/ course of asphalt concrete, <br /> 2 Imported Borrow - The moterio/ slb// be a clay type material <br /> pselected for its ability to resist erosion. R- Valve and Sand <br /> z E9uivolent requirements sha/l be waived for Phis materiol, <br /> a <br /> C J. MoIII elumne River Bridge No. /379 (S fa. 242+4f to Sta 2S/t2S) <br /> is not o ,Dart of this project. <br /> 0 4. Place Monument Frames arra' Covers at the Po/lowiaq locations: <br /> Stations P//*o6t, P37t48 t, 269,01 289+S/t, and 9/f+8?t. <br /> m Exec/ %cations wi// be determined by Me ,Engines/. <br /> o COUNTY OF SAN JOAQUIN NO SCA,G,E TYP/CAG sEerloty PELT14R ROAD Sheet No. <br /> Davis Road to Lower Sacrgmenla Road 2 of <br /> Drawn By Date Project Engineer Date Checked B Date Ap roval Recommended By Date Deputy Director Date <br /> c/s. a/es a°7/•ul a/es -�z.,.,-" glee s. s . G/-°--ice-� `%ss „_i as <br />