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b3MV80 3Y4VN 3113 <br /> DESTROY WELL IMPORTED BORROW ASPHALT CONCRETE <br /> Location Quantity (TYP E A) <br /> Location Quantity Sic. 107+50 to Stu. 135+00 C.Y. Location Quantity <br /> Stu. 111 +65 (33' Lt.) L.S. " ld;iiulia! 1 ,922 Tons <br /> agedwoy Widening rcgp '39$ Tons <br /> Min. 0,50' Avewove 134 Tons <br /> A.C. cover -- 'Total Q,448- Tons <br /> ZGGG �-�s <br /> — -- — — -- <br /> EARTHWORK <br /> j (Roadway Widening) <br /> ` <br /> Location Quantity <br /> REMOVE EXISTING BUILDING � <br /> Sto. 107+50 to Sto. 109+9 1•e 4-5 STATIONS <br /> AND FOUNDATION Sta. 1-}a+ee to Sta. 135+00 STATIONS 12 INCH DIAMETER CORRUGATED <br /> Total a-S.b- STATIONS <br /> Location Quantity STEEL PIPE (0.0791 THICK) <br /> 15.8 5 ions <br /> Stu. 111+50 (20' Rt.) 1 Lump Sum <br /> Loc ion Quantity <br /> DRIMEWAY PIPE DETAIL Stu. 109+48 ' Rt) 40 L.F. <br /> 0.30' Asphalt Concrete over shaped <br /> and compoated native material. Refer Stu. 110+40 ( Lt.) 60 L.F, <br /> to S.J, Co. Standard 0wg, (R-17 Ic R-29) <br /> Stu. 111 +21 (-P�' Rt.) 40 L.F. <br /> Sto. 118+00 Lt.) 60 L.F. <br /> Stu. 126+30 (:F4 Rt.) 140 L.F, <br /> Ste. 128+55 (L4' Rt.) 35 L.F. <br /> Sta. 131 +31 (444 Rt.) 35 L.F. <br /> PLANING ASPHALT SHOULDER BACKING Total 410 L.F. <br /> CONCRETE PAVEMENT Location Quantity <br /> Location Quantity Sic. 107+50 to Sic, 135+00 1104 Tons <br /> Sta. 107+50 to Sta. 108+00 163 S.Y. <br /> Stu. 134+50 to Sic. 135+00 183 S.Y. <br /> Total 366 S.Y. <br /> 4 INCH DIAMETER SCHEDULE <br /> 4Q PVC PIPE <br /> Location Quantity <br /> Sta. 12+75 60 L.F. <br /> CLEARING AND GRUBBING DRIVEWAYS TYPE D <br /> (Tree Removal) Location Quantity <br /> Stu. 109+48 (Rt.) 74 S.Y. AS-BUILT D RAW jN G <br /> EP Location Quantity Stu. 110+41 (Lt.) 149 S.Y. " ,/ I <br /> --- - -- — Sta. 107+00 to Sto. 135+00 1 Lump Sum Sto. 111 +21 (Rt.) 74 S.Y. Resident Engineer: Hank Doll, P.E. t <br /> Conform O E.P. Sto. 1 18+00 (Lt.) 76 S.Y. Construction Manager: Vali Cooper& Associates, Inc. <br /> Contractor: George Reed. Inc. <br /> Stu. 125+50 to Stu. 127+00 (Rt.) 220 S.Y. <br /> Varies Sic. 128+55 (Rt.) 31 S.Y. j No Changes Revisions by: George Reed, Inc. <br /> Sto. 129+00 (Lt.) 27 S.Y. Changes in Red Date: January 22, 2008 <br /> Sta. 131 +31 (Rt.) 19 S.Y. <br /> Total 670 S.Y. D. <br /> Conform <br /> Existing Width - d" y <br /> 12' Min. * No. 38460 <br /> TYPEQ ROADWAY EXCAVATION 10- o��! <br /> 0.30' Asphalt Concrete over shaped (Existing Roadway) 767� OF C �E <br /> and compacted native material. <br /> Location Quantity <br /> Stu. 108+00 to Sto. 109+00 7 3 C.Y. Peter D. Martin <br /> Sta. 109+00 to Sic. 121+00 44W.2aeAwsh C.Y. (CLASS 2) AGGREGATE BASER REGISTERED CIVIL ENGINEER 38465 <br /> Stu. 121+00 t i354 A# C.Y. <br /> Sic Wigg to Sta. 135+00 (Oyo #aC,Y, Location Quantity <br /> Total R;84fi C.Y. Sta. ++9+oa to Sta. t20+00 C.Y. <br /> /G 9f Z3 0 iZ1 TGC 7 GSi <br /> zD53Gy <br /> ,z <br /> DRAWN SY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> AT. +oW COUNTY OF SAN JOAQUIN SCALE: NONE SUMMARY OF QUANTITIES FAIRCHILD LANE IMPROVEMENTS No. SHEETS <br /> 64 f/a/o� YA10i A 14F _J4&1) �l'�� AND DRIVEWAY DETAIL (0.35 Mile East of Vignolo Road) 9 9 <br /> Fla NAME DRAWER SHEET NO. I ACRD REVISIONS DATE <br />