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PLANING ASPHALT DRIVEWAYS (Type E) <br /> CONCRETE PAVEMENT <br /> Conform ® E.P. Location QuantityLocation Quantity <br /> 13 sites throughout project 389 S.Y. <br /> Sta. 0+37 to Sta. 0+67 405 S.Y. <br /> Sta. 46+62 to Sta. 46+92 80 S.Y. <br /> �. iro Sta. 46+97 to Sta. 47+47 133 S.Y. <br /> 1 y Sta. 85+50 to Sta. 86+00 225 S.Y. <br /> 1 Summers Court Intersection 18 S.Y. <br /> Orford Road Intersection 12 S.Y. <br /> Finkbohner Road Intersection 12 S.Y. <br /> Existing Width Conform Total 885 S.Y. ASPHALT CONCRETE <br /> 12' Min. <br /> (Type B) <br /> 0.30' Asphalt Concrete over shaped EARTHWORK Location Quantity <br /> and compacted native material. Miscellaneous Areas <br /> Existing A.C. may remain in place. Roadway 5,663 Tons <br /> Location Quantit Intersections 45 Tons <br /> y Driveways 129 Tons <br /> TYPE D Sta. 0+37 to Sta. 86+00 86 Sta. Total 5,837 Tons <br /> R=Conform to Conform ® E.P. IMPORTED BORROW <br /> existing radius <br /> Location Quantity PAVEMENTFABRIC FORCING <br /> 1 Sta. 0+37 to Sta. 86+00 1 ,468 C.Y. <br /> 1 Location Quantity <br /> i o Sta. 0+67 to Sta. 46+62 11 ,232 S.Y. <br /> a >1 Existing Width Conform SHOULDER BACKING Sta. 47+47 to Sta. 85+50 9,240 S.Y. <br /> Total 20,472 S.Y_ <br /> Variable depth Asphalt Concrete Location Quantity <br /> rrn over existing paved driveway. Sta. 0+37 to Sta. 86+00 514 Tons <br /> z <br /> K <br /> TYPE E PLACE MONUMENT <br /> DRIVEWAYS (Type D) FRAME AND COVER <br /> TYPICAL DRIVEWAYS <br /> D Location Quantity Location Quantity <br /> N <br /> M 14 sites throughout project 364 S.Y. Sta. 41 +30t 1 Each <br /> o UIN NO SCALE CONSTRUCTION DETAILS AND ALPINE ROAD RESURFACING Sheet No. <br /> COUNTY Or SAN JOA <br /> Q SUMMARY OF QUANTITIES Copperopolis Road to State Route 26 5 of 5 <br /> Drawn By Date Project Engineer Date Checked Date Submitted Date A prov I ecommended Date <br /> � <br /> T. Gwarder 9/W VZU� VW1Wk 1194 <br />