Laserfiche WebLink
i <br /> SALVAGE METAL BEAM ASPHALT CONCRETE (Type B) 12 INCH DIAMETER REINFORCED 24 INCH FRAME AND GRATE <br /> GUARD RAILING ( Resurfacing ) CONCRETE PIPE (Class V) Location Quantity <br /> Location Quantity Sta. 463+31 (Rt.) <br /> Location Quantity Location Quantity 1 Each <br /> — Ste. 464+05 (Lt.) 1 Each <br /> Ste. 472+42 to Ste. 474+79 (Double) Lump Sum Roadway 2,758 Tons Ste. 453+50 (Rt.) (Connector) 64 L.F. Ste. 471 +97 1 Each <br /> Ste. 454+20 to Ste. 456+04 (Rt.) 184 L.F. -- <br /> Sia. 457+60 (Lt.) (Driveway) 32 L.F. Total 3 Each <br /> RECONSTRUCT METAL BEAM ASPHALT CONCRETE (Type B) Ste. 458+31 to Ste. 459+99 (Lt.) 168 L.F. <br /> Ste. 461 +01 to Ste. <br /> 462 (Lt13 138 L.F. CABLE ANCHOR ASSEMBLY <br /> GUARD RAILING (Widening ) Sta. 461 +4, to Sta. 462+ 13 (Lt.) 72 L.F. <br /> Sia. 468+67 (Rt.) (Driveway) 64 L.F. <br /> Sta. 469+90 (Rt.) (Driveway) 56 L.F. ( Breakaway — Type A) <br /> Location Quantity Location Quantity <br /> Cobe Road <br /> Ste. 449+30± to Sta. 449+92.5± 62.5 L.F. Widening 2,401 Tons Ste. 3+94 (X—drain) 60 L.F. Location Quantity <br /> Median Gutter 276 Tons <br /> Driveways 333 Tons Total 846 L.F. Ste. 449+93 (Lt.) 1 Each <br /> RELOCATE CANTILEVER Miscellaneous Areas <br /> FLASHING BEACON Type , 8 Tons <br /> Type 2 17 Tons 18 INCH DIAMETER REINFORCED TERMINAL SECTION <br /> Location QuantityDike 24 Tons <br /> Intersections 92 Tans CONCRETE PIPE (Class J) (TYP e C) <br /> Ste. 465+35 Lump Sum Location Quantity <br /> Total 3,151 cans Location Quantity <br /> Ste. 462+50 to Ste. 463+30 (Rt.) 80 L.F. Ste. 449+93 (Lt.) 1 Each <br /> ADJUST PULL B 0 X PLACE ASPHALT CONCRETE Ste. 463+32 to Ste. 464+04 (Rt.) 72 L.F. <br /> Sta. 464+01 to Sta. 465+ 10 (Rt.) 109 L.F. <br /> Location Quantity ( Miscellaneous Areas) (Type 1 ) Ste. 466+49 (Rt.) (Driveway) 56 L.F. PLACE TRAFFIC PULL BOX <br /> Sta. 467+61 (Rt.) (Driveway) 64 L.F. <br /> Ste. 474+93 1 Each Location Quantity Total 381 L.F. Location _Quantity <br /> Overside Drains — <br /> Ste. 471 +68 1 Each <br /> CLEANING EXISTING Ste. 451 +11 (Rt) 4 S.Y. STORM DRAIN INLET <br /> DRAINAGE FACILITIES Ste. 453+20 (Rt.) 4 S.Y. (Type 1 ) <br /> Ste. 453+60 (Lt.) 4 S.Y. <br /> Location Qua ntity Walkways <br /> Ste. 449+30 (Lt.) 7 S.Y. Location Quantity <br /> Ste. 451 +11 (12" X 30' C.M.P.) Lump Sum Ste. 449+30 (Rt.) 8 S.Y. Ste. 456+05 (Rt.) 1 Each <br /> Ste. 460+00 (Lt.) 1 Each <br /> Total 33 S.Y. Ste. 461 +40 (Lt.) 1 Each <br /> PLANING ASPHALT CONCRETE Ste. 462+12 (Lt.) 1 Each <br /> Cabe Road <br /> PAVEMENT <br /> PLACE ASPHALT CONCRETE Sta. 3+94 (Lt. & Rt.) 2 Each <br /> Location Quantity <br /> ( Miscellaneous Areas) (Type 2) Total 6 Each (F) Denotes Final Pay Quantity <br /> Sta. 449+30 to Sta. 449+80 317 S.Y. Location Quantity Denotes Miscellaneous Facilities <br /> Ste. 474+62 to Ste. 475+12 617 S.Y. ' STORM DRAIN INLET <br /> Cabe Road Paved Median 217 S.Y. <br /> (Type 2) C <br /> Sta. 3+90 to Sta. 4+15 67 S.Y. ESS' <br /> M H pqT& <br /> Total 1 ,001 S.Y. PLACE ASPHALT CONCRETE DIKE Location Quantity � No. 212589 m' <br /> Type A ( High Dike) Ste. 463+31 (Rt.) 1 Each 'A Exp. 9-30-97 <br /> ROADWAY EXCAVATION Ste. 464+05 (Lt.) _ , Each <br /> 9� <br /> Location Quantity Total 2 Each FOF CAO <br /> Location Quantity Ste. 449+30 to Ste. 453+60 (Lt.) 430 L.F. <br /> Ste. 449+30 to Ste. 467+10 (Lt.) Ste. 449+30 to Ste. 453+03 (Rt.) 378 L.F. <br /> 629 C.Y. Ste. 453+92 to Ste. 454+13 (Rt.) 21 L.F. MINOR CONCRETE (Curb) <br /> Sta. 449+30 to Sta. 471 +30 (Rt.) Connector Returns 38 L.F. <br /> Total 867 L.F. <br /> Location Quantity <br /> — <br /> IMPORTED BORROW Raised Median 572 L.F. <br /> Location Quantity PAVEMENT REINFORCING FABRIC <br /> Sta. 449+30 to Ste. 475+11 (Lt.) 216 C.Y. Location Quantity 18 INCH FRAME AND GRATE <br /> Ste. 449+30 to Ste. 471 +30 (Rt.) Location Quantity <br /> Sta. 449+50 to Sta. 474+70 13,440 S.Y. - <br /> Ste. 456+05 (Rt.) 1 Each <br /> DRIVEWAYS Ste. 460+00 (Lt.) 1 Each <br /> CLASS B CONCRETE Ste. 461 +40 (Lt.) , Each <br /> Quantities Sta. 462+12 (Lt.) 1 Each <br /> Type No. Area ( Minor Structure) cube Road <br /> Sta. 3+94 (Lt. & Rt.) 2 Each <br /> D 18 1 ,355 S.Y. Location Quantity Total 6 Each <br /> a E 8 320 S.Y. o <br /> Ste. 471 +94 (Storm Drain Inlet)(Type 3) 3(F) C.Y. z <br /> x <br /> w <br /> a <br /> z <br /> w <br /> z J_ <br /> Z <br /> Fn DRAWN BY DATE w <br /> W — PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP 0 D __ 4 DATE COUNTY O F SAN J O A Q U I N N 0 CALE SUMMARY 0 F ELEVENTH STREET WIDENING SHEET TOTAL <br /> W < N0. SHEETS o <br /> �- 5S CE <br /> ��� <.// COUNTY QUANTITIES 1000' W 0 Cabe Road to Chrisman Road 8 8 °° <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> Q : \ERIKA/ELEVENTH/SUMOFO <br />