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Conform O E.P. <br /> PLACE MONUMENT DRIVEWAYS <br /> ib FRAME AND COVER <br /> Location Quantity Type Quantity <br /> Sta. 26+47.75 (41t fit.) 1 Each No. Area <br /> Sta. 52+95.89 (3't 1 Each D 5 107 S.Y. <br /> Existing Width Conform ggtT ,bZ �q t ,� Fnch E 20 698 S.Y. <br /> 9 Total 7X Each <br /> 12' Min. <br /> 0.30' Asphalt Concrete over shaped <br /> and compacted native material. <br /> Note: Sta. 60+68(Rt.) portion of concrete driveway from edge of <br /> pavement to joint (6't) shall be sow—cut and removed. <br /> ASPHALT CONCRETE <br /> TYPE PLANING ASPHALT (TYPE B) <br /> Location Quantity <br /> Conform O E.P. R=Conform to CONCRETE PAVEMENT <br /> existing radius M9IDIIDL 2,932 Tons <br /> Location Quantity (Sto. 0+50 to Sta. 66+70) <br /> Driveways 115 Tons <br /> 3 Sto. 66+30 to Sta. 66+70 89 S.Y. (Types D & E) <br /> op q- Total 3,038 Tons <br /> � o <br /> 3 <br /> a <br /> c <br /> o <br /> Existing Width Conform <br /> SHOULDER BACKING PAVEMENT REINFORCING <br /> m <br /> A Variable depth Asphalt Concrete FABRIC <br /> over existing paved driveway. <br /> a <br /> Location Quantity Location Quantity <br /> rn TYPE E Sto. 0+50 to Sta. 66+70 1,960 Tons Sta. 0+70 to Sta. 66+35 13,130 S.Y. <br /> o <br /> TYPICAL DRIVEWAYS it Yf <br /> g DRIVEWAYS AND HARNEY LANE RESURFACING sheet rv0. <br /> m COUNTY OF SAN JOAQUIN No SCALE suMMARY F QUANTITIES (Davis Road to Extension Road) 4 of 4 <br /> DRAWN BY FE71 PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE P RECOMMENDED DATE <br /> Yo„url <br /> S. 1di. 5/96 /L// 6�0 G <br />