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0.15' Ploning Const. <br /> between Roils <br /> 10' 4' 4' <br /> Exist. Rail Finished 1.5" <br /> (Typical) Grade Finished Grade <br /> 0_ 0 <br /> UJ 4% LL <br /> Vor <br /> Tie-' <br /> . ....... ....... ..... <br /> tn <br /> —i—it <br /> —Planing Limits <br /> 0.30' Asphalt Concrete <br /> TYPE <br /> FLANGEWAY DETAIL I Sta. 12+96 (Rt.), 13+80 (Rt.), <br /> RAILROAD CROSS SECTION Sta. 15+65 (Lt.) & Sta. 56+50 (Rt.) <br /> Per P.U.C. Requirements <br /> —Variable depth Asphalt Concrete <br /> Z 'id*m 0 E.P. over existing paved driveway <br /> T '08 <br /> t EP <br /> .L A <br /> < g, R <br /> a: <br /> > Standardrame and Conform R Conform to <br /> CL 12" F <br /> a <br /> a C) F_ <br /> Dio. or Sq. Cover Assembly C existing radii <br /> (Refer to SJCO Std. <br /> 8 a: <br /> 06 rn Dwg. CW-M1.) 4' Mi <br /> 6" 6" in. ME E <br /> s� z 0 -0 Im See Note Below 0 A <br /> si > O <br /> K <br /> Existing <br /> rnC <br /> 4 - <br /> - A.C. Overlay <br /> Surface Q . 0.30' Asphalt Concrete over <br /> shaped and compacted native <br /> r&In <br /> U1 0 E.P. <br /> t 0 a CVo- <br /> 10 4 <br /> Z,2 iW Z'a EP <br /> Co <br /> cro <br /> =r -Zo II _Z <br /> A <br /> Existing -j <br /> P.C.C. Roadway <br /> 0.40 Asphalt Concrete <br /> _�7 <br /> Note: Width (4' minimum). <br /> Approximate dimensions used for estimating purposes <br /> Undisturbed Existing Survey Monument 1,C^ Conform basement soil to remain in place and ore available upon request. Dimensions and locations Existing Width <br /> $A undisturbed ore subject to change at Engineer's discretion. <br /> 01*0 :0 1 12* Min. <br /> fie SURVEY MONUMENT DETAIL PAVEMENT REPAIR DETAIL TYPE <br /> ;0 <br /> rn DRIVEWAYS <br /> z <br /> O <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS ARCHERDALE ROAD RESURFACING Sheet No. <br /> L <br /> (State Highway Route 26 to Baker Road) 6 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE LHEC.K_ED DATE APPROVAL RECOMMENDED DATE I <br /> F CgincenteZ c��ods,,� Awg��/J -syz 7/ 7 <br />