Laserfiche WebLink
E R/W <br /> E Const. GENERAL NOTES <br /> II. X -Sections ore ovodob/e, upon request, of the <br /> Limits of Clearing E Grubbing, Earthwork (Roodwoy Widening) Son Jooquin County Pubhc Works Of'f'ice, <br /> 2. Monuments - Survey monument fomes and covers <br /> 6 /O /0' 6' Sholl be ploced of Sto. 397 t 74 62 and Sto. 4Z7+ 74 ZJ <br /> Refer to Son Jooguin County Std. No. A -8. <br /> Conform l5-'� IIS* Conform 3. Imported Borrow sholl be o cloy type material <br /> `Vor Vor _ Selected fbr its obi/ity to resist eros <br /> ✓or ion. Sand <br /> Var_ Equivolent and R - volue requirements sholl be <br /> wowed for this moterio/ <br /> Imported Borrow 4. Aspholt Concrete Potching and Fog Seo/ of <br /> (Typical ) 0.30 A.C. Bose Existing Roodwoy 5orgent Rood and Turner Rood shall be as <br /> ( Typical) L 0. 2/'Aspholt Concrete directed by the Engineer Payment ror this work <br /> Refer to Sheet * 3 for beginning Shall be by Item #/, Force Account <br /> and ending of project details. 5. Refer to Son Jooquin County 5tondord No. A - 7. <br /> Limits of Mai/box Relocation TYPICAL SECTION Por trench backfill requirements. <br /> Sto*371t 70 to Sto. 375 r 00 6. Existing pavement morkers may be left in place. <br /> 5to. 381 + 80 to Sto.*427 *30 <br /> q� R/W <br /> $ Const. <br /> Limits of Clearing E Grubbing, Eorthwork (Roadway Widening) <br /> 4' 6' /O' /0' 6' 4' <br /> 15± <br /> Conform8,f _ 2_�_ 1 g /Conform <br /> Vor vor• / <br /> / - <br /> 7 - - - - - -- <br /> �0.30'(Typica/ ) 0.21'A5phalt Concrete Imf orted Borrow <br /> Vor Depth A.C. Bose l rypicol ) <br /> Ex is ting Roadway <br /> b Trench widening not required <br /> Q from Sta. 376 +00 to Sto. 381 t00 TYPICAL SECT/ON <br /> (� Sto. 375 t 00 to Sto. 381 +80 <br /> r <br /> t COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS IROAD "I-5" WIDEN/NG <br /> DAVIS ROAD RESURFACIN Sheer 2 of7No. <br /> Pro ect En ineer I Date Checked B _ ON Associate En ineer Date Approval Recommenged B Date <br /> O� -6183 5 B3 S _ -_ o✓ <br />