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z <br />0 <br />PAVEMENT REPAIR <br />Location Quantity <br />58 Locations through Project 701 S.Y. <br />REMOVE AND DISPOSE <br />ASPHALT CONCRETE DIKE <br />Location Quantity <br />Sta. 16+21 to Stu. 18+78 (Lt.) 257 L.F. <br />Stu. 16+21 to Sta. 18+85 (RL) 264 L.F. <br />Sta. 129+90 to Sto. 133+86 (Lt.) 396 L.F. <br />Sta. 129+90 to Stu. 133+86 (Rt.) 396 L.F. <br />Sto. 134+06 to Sta. 138+98 (Lt.) 492 L.F. <br />Sto. 134+06 to Sta. 138+98 (Rt.) 492 L.F. <br />Total 29297 L.F. <br />Sta. 10+25 to Sta. 10+40 <br />Sta. 26+33 to Sta. 30+30 <br />Sto. 169+50 to Sta. 170+00 <br />Copperopolis Road (West Leg) <br />Copperopolis Road (East Leg) <br />Sta. <br />63+06 <br />Sta. <br />S.Y. <br />89+15 <br />Sto. <br />445 <br />116+07 <br />Sta. <br />168+15 <br />89 <br />S.Y. <br />1,085 <br />S.Y. <br />100 <br />S.Y. <br />445 <br />198 S:Y. <br />S.Y. <br />396 <br />S.Y. <br />Total 2,115 <br />S.Y. <br />Each <br />Each <br />Eaah <br />Each <br />Total 4 Eaah <br />COUNTY OF SAN JOAQUIN <br />fltf�l <br />Vincent �r � Ud cr, 07 <br />SHOULDER BACKING <br />Location Quantity <br />Stu. 10+25 to Sta. 170+00 2,836 Tons <br />DRIVEWAYS (TYPE' D) <br />Location Quantity <br />23 Location 308 S.Y. <br />DRIVEWAYS (TYPE E) <br />Location Quantity <br />20 Location 236 S.Y. <br />Rd <br />/State <br />Highway. Route 4 <br />99 S.Y. <br />Rd <br />/ <br />San Julian Rd <br />198 S:Y. <br />Rd <br />/ <br />Groves Rd <br />218 S.Y. <br />Rd <br />/ <br />Copperopolis Rd <br />406 S.Y. <br />7 <br />Tons <br />Total <br />921 S.Y. <br />Mainline Resurfacing <br />5,715 <br />Tons <br />Intersections <br />129 <br />Tons <br />Pavement Repair <br />280 <br />Tons <br />Driveways <br />93 <br />Tons <br />A.C. Dikes <br />18 <br />Tons <br />A.C. (Miscellaneous Areas) <br />7 <br />Tons <br />5.4 <br />Total 6,243 <br />Tons <br />NO SCALE (SUMMARY OF QUANTITIES <br />PLACE ASPHALT <br />Sta. <br />16+21 to <br />Sta. <br />Sta. <br />16+21 to <br />Sta. <br />Sta. <br />129+90 to <br />Sta. <br />Sta. <br />129+90 to <br />Sta. <br />Sta. <br />134+06 to <br />Sta. <br />Sta. <br />134+06 to <br />Sta. <br />1<8+78 (Lt.) <br />18+85 (Rt) <br />133+86 (Lt.) <br />133+86 (Rt.) <br />138+98 (Lt.) <br />138+98 (Rt.) <br />DIKE <br />257 <br />L.F. <br />264 <br />L.F. <br />395. <br />L,F. <br />396 <br />i.F. <br />492 <br />L.F. <br />492 <br />L.F. <br />Total 2,297 L.F. <br />Overside <br />Drain <br />Sta <br />16+11 (Lt.) <br />5.4 <br />S.Y. <br />Sta. <br />16+11 (Rt.) <br />5.4 <br />S.Y. <br />Sta. <br />133+96 (Lt) <br />5.4 <br />S.Y. <br />Sta. <br />133+96 (Rtf) <br />5.4 <br />SY. <br />:l <br />r <br />Sheet No. <br />