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83MV20 3WVN 3113 <br /> DESTROY WELL IMPORTED BORROW ASPHALT CONCRETE <br /> Location Quantity (TYPE A) <br /> Location Quantity Sta. 107+50 to Sta. 135+00 1 ,385 C.Y. Location Quantity <br /> Mainlin1,922 Tons <br /> Sta. 111 +65 (33' Lt.) L.S. e <br /> Roadway Widening 392 Tons <br /> Min. 0.50' Driveways 134 Tons <br /> A.C. cover <br /> Total 2,448 Tons <br /> - - - - - - EARTHWORK <br /> (Roadway Widening) <br /> REMOVE EXISTING BUILDING Location Quantity <br /> Sta. 107+50 to Sta. 109+00 1.5 STATIONS <br /> Structural Backfill AND FOUNDATION Sta. 118+00 to Sta. 135+00 17.0 STATIONS 12 INCH DIAMETER CORRUGATED <br /> Location Quantity Total 18.5 STATIONS STEEL PIPE (0.079 ' THICK) <br /> O.D. + 20" Min. Sto. 111+50 (20' Rt.) 1 Lump Sum <br /> Location Quantity <br /> DRIVEWAY PIPE DETAIL <br /> Sta. 109+48 (24' Rt.) 40 L.F. <br /> 0.30' Asphalt Concrete over shaped <br /> and compacted native material. Refer Sta. 110+40 (24' Lt.) 60 L.F. <br /> to S.J. Co. Standard Dwg. (R-17 & R-29) Sto. 111+21 (24' Rt.) 40 L.F. <br /> Sta. 118+00 (26' Lt.) 60 L.F. <br /> Sta. 126+30 (24' Rt.) 140 L.F. <br /> Sta. 128+55 (24' Rt.) 35 L.F. <br /> Sta. 131+31 (24' Rt.) 35 L.F. <br /> PLANING ASPHALT SHOULDER BACKING Total 410 L.F. <br /> CONCRETE PAVEMENT Location Quantity <br /> Location Quantity <br /> Sta. 107+50 to Sta. 135+00 204 Tons <br /> Sta. 107+50 to Sta. 108+00 183 S.Y. <br /> Sta. 134+50 to Sta. 135+00 183 S.Y. <br /> Total 366 S.Y. <br /> 4 INCH DIAMETER SCHEDULE <br /> 40 PVC PIPE <br /> Location Quantity <br /> Sta. 12+75 60 L.F. <br /> DRIVEWAYS — TYPE D <br /> CLEARING AND GRUBBING Location Quantity <br /> (Tree Removal) <br /> Sta. 109+48 (Rt.) 74 S.Y. <br /> EP Location Quantity Sta. 110+41 (Lt.) 149 S.Y. <br /> — —— ——— Sta. 107+00 to Sta. 135+00 1 Lump Sum Sta. 111+21 (Rt.) 74 S.Y. <br /> Conform ® E.P. � Sta. 118+00 (Lt.) 76 S.Y. <br /> Sto. 125+50 to Sta. 127+00 (Rt.) 220 S.Y. <br /> �. Varies Sto. 128+55 (Rt.) 31 S.Y. <br /> Sto. 129+00 (Lt.) 27 S.Y. <br /> Sto. 131 +31 (Rt.) 19 S.Y. <br /> Total 670 S.Y. <br /> Conform <br /> Existing Width <br /> No. 38465 <br /> 12 Min. * Exp. 3-31-07 <br /> TYPED ROADWAY EXCAVATIONmc� \Eo��< <br /> 0.30' Asphalt Concrete over shaped (Existing Roadway) OF <br /> and compacted native material. <br /> Location Quantity <br /> Sta. 108+00 to Sta. 109+00 21 C.Y. ' /� Peter D. Martin <br /> Sto. 109+00 to Sta. 121+00 (Old Roadway) 2,130 C.Y. (CLASS 2) AGGREGATE BASE REGISTERED CIVIL ENGINEER 38485 <br /> Sto. 121+00 to Sto. 130+00 477 C.Y. Location Quantity <br /> Sta. 130+00 to Sta. 135+00 213 C.Y. <br /> Total 2,841 C.Y. Sta. 110+00 to Sta. 120+00 1, 114 C.Y. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SUMMARY OF QUANTITIES FAIRCHILD LANE IMPROVEMENTS SNO. SHEETS <br /> Pr. alas41101d6 COUNTY OF SAN JOAQUIN SCALE: NONE AND DRIVEWAY DETAIL (0.35 Mile East of Vignolo Road) <br /> 9 9 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br />