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Conform ® E.P. <br /> PLACE MONUMENT BOX <br /> FRAME AND COVER DRIVEWAYS <br /> Location Quantity Type Quantity <br /> Ste. 453+50.29 1 Each No. Area <br /> D 5 161 <br /> Existing Width I Conform E 18 553 <br /> 12' Min. <br /> 0.30' Asphalt Concrete over shaped <br /> and compacted native material. PLANING ASPHALT ASPHALT CONCRETE <br /> TYPED CONCRETE PAVEMENT (TYPE B) <br /> Location Quantity Location Quantity <br /> Conform ® E.P. Mainline R=Conform to Sta. 372+00 to Sta. 372+50 134 S.Y. Ste. 372+00 to Ste. 539+65 8,504 Tons <br /> existing radius .Ste. 534+27 to Stu. 534+52 67 S.Y. ( ) <br /> .Ste. 534+57 to Ste. 534+82 67 S.Y. Intersections <br /> i Sta. 539+40 to Ste. 539+65 109 S.Y. Brandt Road 42 Tons <br /> o Stampede Road 29 Tons <br /> 3 Stampede Road Intersection <br /> (Sta. 465+89) 95 S.Y. Acampo Road 21 Tons <br /> 3s <br /> Acampo Road Intersection Driveway 143 Tons <br /> o (Ste. 479+88) 77 S.Y. <br /> Total 8,739 Tons <br /> 3 I Total 549 S.Y. <br /> 3 <br /> Existing Width Conform <br /> N v <br /> fVariable depth Asphalt Concrete PAVEMENT <br /> m over existing paved driveway. <br /> — — REINFORCING FABRIC <br /> U a: <br /> TYPE E SHOULDER BACKING Location Quantity <br /> m <br /> rn Ste. 372+60 to Ste. 534+20 39,502 S.Y. <br /> Z Location Quantity Ste. 534+80 to Ste. 539+35 1,113 S.Y. <br /> TYPICAL DRIVEWAYS Ste. 372+00 to Ste. 539+65 2,964 C.Y. Total 40,615 S.Y. <br /> 0 <br /> Z <br /> COU N TY O F SAN J OA t U I N NO SCALE CONSTRUCTION DETAILS CLEMENTS R ° sheat No. <br /> m SUMMARY OF QUANTITIES (Brandt Road to State R 6 <br /> DRAWN BY DATE I PROJECT ENGINEERDATE CHECKED DATE SUBMr1TED DATE APPR A COMMENDED DTE - - <br /> y g. Zile 3/�ls �J.leiv /e, fps ' �`� t ta1(o <br />