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C4 <br />T <br />L <br />Existing Width <br />12' Min. <br />0.30' Asphalt Concrete over <br />shaped and compacted <br />native material. Existing <br />A.C. may remain in place. <br />TYPE D <br />Conform @ E.P. <br />J <br />N Eo <br />(ten nfn rrv� @ E.P. <br />Variable depth Asphalt Concrete <br />over existing paved driveway. <br />R = Conform to existing radius <br />TYP E E <br />TYPICAL DRIVEWAYS <br />See Note Below <br />Existing Surface <br />J ---- <br />---- - <br />- ---- ----- ----- - <br />L-0.50' Asphalt Concrete <br />PAVEMENT REPAIR DETAIL <br />Note: Width, length and locations to be <br />determined by the Engineer. <br />PAVEMENT REPAIR <br />Location Quantity <br />7 sites throughout project 168 S.Y. <br />PLANING ASPHALT <br />CONCRETE PAVEMENT <br />Location Quantity <br />Sta. 0+12 to Sta. 0+37 <br />85 S.Y. <br />EARTHWORK <br />(Miscellaneous Areas) <br />Location Quantity <br />Sta. 0+12 to Sta. 25+65 Lt. 25.5 Sta. <br />Sta. 0+12 to Sta. 25+65 Rt. 25.5 Sta. <br />Total 51 Sta. <br />IMPORTED BORROW <br />Location Quantity <br />Sta. 0+12 to Sta. 25+65 459 C.Y. <br />CONSTRUCTION <br />0 <br />COUNTY <br />OF <br />SAN JOAQUIN <br />No SCALE <br />2 <br />7 <br />Drawn By Date <br />Project <br />Engineer Date Checked <br />Date Submitted <br />,�- <br />c <br />DETAILS <br />Date I 9ppro)gat Recommended <br />SHOULDER BACKING <br />Location Quantity <br />Sta. 0+12 to Sta. 0+65 153 Tons <br />DRIVEWAYS <br />Type <br />Quantities <br />No. <br />Area <br />D <br />E <br />2 <br />7 <br />61 S.Y. <br />216 S.Y. <br />ASPHALT CONCRETE <br />(Type B) <br />Location Quantity <br />Roadway 953 Tons <br />Driveways 39 Tons <br />Pavement Repair 67 Tons <br />Total 1,059 Tons <br />to <br />f3 <br />LARCH ROAD RESURFACING I Sheet No, <br />Naglee Rd. to Corral Hollow Rd. 8 of 11 <br />