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PAVEMENT REPAIR <br />Location Quantity <br />95 sites throughout <br />- priject. <br />2,280 S. Y. <br />SHOULDER BACKING <br />Location <br />PLANING <br />ASPHALT <br />No. <br />Area <br />CONCRETE <br />PAVEMENT <br />Sta. <br />130+50 <br />Location <br />Sta. <br />158+00 <br />Quantity <br />Sta. <br />133+94f <br />to Sta. <br />134+44f <br />147 <br />S. Y. <br />Sta. <br />135+11± <br />to Sta. <br />135+61± <br />133 <br />S. Y. <br />Sta. <br />150+33f <br />to Sta. <br />150+83f <br />133 <br />S.Y. <br />Sta. <br />151+55f <br />to Sta. <br />152+05f <br />133 <br />S.Y. <br />Sta. <br />202+08f <br />to Sta. <br />202+58f <br />142 <br />S.Y. <br />Sta. <br />204+56f <br />to Sta. <br />205+06f <br />133 <br />S.Y. <br />Sta. <br />215+09f <br />to Sta. <br />215+29 <br />222 <br />S.Y. <br />Sta. <br />206+35 <br />Total <br />Rt.) <br />1,043 <br />S. Y. <br />SHOULDER BACKING <br />Location <br />Type <br />Quantities <br />No. <br />Area <br />D <br />E <br />Quantity <br />Sta. <br />130+50 <br />to <br />Sta. <br />158+00 <br />(Lt. & <br />Rt.) <br />399 <br />Tons <br />Sta. <br />158+00 <br />to <br />Sta. <br />196+00 <br />(Lt. & <br />Rt.) <br />764 <br />Tons <br />Sta. <br />196+00 <br />to <br />Sta. <br />202+00 <br />(Lt.) <br />S.Y. <br />26 <br />Tons <br />Sta. <br />196+00 <br />to <br />Sta. <br />198+45 <br />(Rt.) <br />33 <br />Tons <br />Sta. <br />198+45 <br />to <br />Sta. <br />202+70 <br />(Rt.) <br />14 <br />Tons <br />Sta. <br />205+50 <br />to <br />Sta. <br />206+35 <br />(Lt. & <br />Rt.) <br />4 <br />Tons <br />Sta. <br />206+35 <br />to <br />Sta. <br />219+29 <br />(Lt. & <br />Rt.) <br />119 <br />Tons <br />Total <br />1,359 <br />Tons <br />COUNTY 0 F SAN <br />Drawn By Date I Project Engineer <br />J OAQ UIN <br />Date _-Checked Date <br />5/89 u /— /8 S <br />DRIVEWAYS <br />Type <br />Quantities <br />No. <br />Area <br />D <br />E <br />3 <br />10 <br />93 S.Y. <br />341 S.Y. <br />ASPHALT CONCRETE (Type B) <br />Location Quantity <br />Roadway <br />Intersections <br />Driveways <br />Pavement Repair <br />Miscellaneous Areas <br />Dike (Type C) <br />4,325 Tons <br />77 Tons <br />70 Tons <br />917 Tons <br />5 Tons <br />O T,..... <br />Total 5,402 Tons <br />PLACE ASPHALT CONCRETE <br />(Misc. Areas; (Type 1) <br />Location Quantity <br />Sta. 198+50 Rt. overside drain 7 S.Y. <br />Sta. 206+30 Lt. & Rt. overside drains 14 S.Y. <br />Total 21 S.Y. <br />PLACE ASPHALT CONCRETE <br />(Misc. Areas) (Type II) <br />Location Quantity <br />Sta. 198+10 (Lt.) overside drain 9 S.Y. <br />Sta. 199+32 (Lt.) overside drain 9 S.Y. <br />Total 18 S.Y. <br />PLACE <br />ASPHALT CONCRETE <br />Quantity <br />DIKE <br />(Type C <br />) <br />Location <br />S.Y. <br />Sta. <br />Quantity <br />Sta. 196+00 <br />to Sta. <br />202+00±(Lt. <br />603 L.F. <br />Sta. 198+45 <br />to Sta. <br />202+70 (Rt. <br />425 L.F. <br />Sta. 205+50 <br />to Sta. <br />206+35 (Lt. & <br />Rt.) 170 L.F. <br />Sta. <br />204+56f to <br />Total <br />1,198 L.F. <br />Nr `31 -ALE I C❑NSTRUCTI❑N NOTES <br />S.41oMitted Date <br />PAVEMENT REINFORCING <br />FABRIC <br />Location <br />Quantity <br />Sta. <br />131+00 to Sta. <br />134+44f <br />764 <br />S.Y. <br />Sta. <br />135+11± to <br />Sta. 150+88f <br />3,493 <br />S.Y. <br />Sta. <br />151+55t to <br />Sta. 158+00 <br />1,433 <br />S.Y. <br />Sta. <br />158+00 to Sta. 202+58f <br />11,888 <br />S.Y. <br />Sta. <br />204+56f to <br />Sta. 215+29t <br />2,861 <br />S.Y. <br />Total <br />20,439 <br />S.Y. <br />18"(P C.S.P. (0.079"THICK) <br />Location Quantity <br />Sta. 157+25 (x—drain) <br />34 L.F. <br />*18" STORM DRAIN INLET <br />Location Quantit <br />Sta. 15 7 t 25 (Rt.) 1 Each <br />* denotes Miscellaneous Facility <br />FRAME AND GRATE <br />Location Quantity <br />Sta. 157+25 (Rt.) <br />1 Each <br />PLACE MONUMENT <br />FRAME and COVER <br />Location Quantity <br />Sta. 133+79f 1 Each <br />nded I Date <br />FINE R❑ADI Sheet No, <br />Flood Rd. (East) to S.R. 26 7 of 7 <br />