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See Note Below <br /> Existing of Pipe <br /> Surface <br /> y� I 18"0 R.C.P - - Conform ® E.P. <br /> AMU (Class V) EP <br /> Note: <br /> Width, length and locations to be <br /> determined by the Engineer. — 0.60' Asphalt Concrete 2' <br /> II <br /> Conform <br /> PAVEMENT REPAIR DETAIL 4' <br /> Existing Width <br /> !? _ 12' Min. <br /> 0 0.30' Asphalt Concrete over <br /> a <br /> shaped and compacted native <br /> 3'-0" 3'—C)" <br /> z > TYPE D <br /> m <br /> 1. n Standard frame and — Conform ® E.P. <br /> o m --- Exist. _12•• cover assembly EP <br /> Roadway Dia. or Sq (Refer to SJCO Std. <br /> � Dwg. CW—M1 .) <br /> - — 6 A.C. Overlay <br /> z 4" <br /> ' or Flatter Conform to Conform <br /> 8 (Typ.) existing radii. <br /> P.C.C. -._� 3 6" <br /> 1 .5' (Typ ) R = Variable depth Asphalt Concrete <br /> Undisturbed <br /> over existing paved driveway. <br /> basement soil Survey monuments <br /> 3�4"0 x 30" iron pin TYPE E <br /> Will with identification marks Rock Slope <br /> (To be installed by others) Protection <br /> W F SURVEY MONUMENT ROCK SLOPE PROTECTION TYPICAL DRIVEWAYS <br /> MS—W 243 & MS—W 245 <br /> (Refer to Sheets 5 & 7 for locations) <br /> V o <br /> COUNTY OF SAN JOAQUIN NO SCALE I CONSTRUCTION DETAILS LIBERTY ROAD RESURFACING Sheet No. <br /> (Bruello Rood to Elliott Road) 11 of 13 <br /> DRAWN BY DATE I PR ECT ENGINEER DATE CA I SUBMITTED DATE APPR L MENDED TE <br /> v <br /> 6/00 o /.1r 1�ll z L{ <br />