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I ABANDON IRRIGATION PIPES REMOVE CONCRETE MINOR CONCRETE (Minor Structure— x- 18" STORM DRAIN INLET CABLE ANCHOR ASSEMBLY Location Quantity Location Quantity Irrigation Distribution BOX) Location Quantity (Breakaway — Type A) Sta. 453+85f Lt. Sta. 454+40 L.S. Location Quantity Sta. 428+28 Rt. 1 Each Location Quantity 30!" X 60'1 Headwalls, Wingwalls, Irrigation Sta. 454+40 Lt. 15 C.Y.(F) Sta. 460+70 Lt. 1 Each L.S. Distribution Box & Concrete Sta. 439+01 Lt. 1 Each 36 454+451 Lt. Ditch Linin 1 Each Sta. 440+26 Lt. 1 Each 36'' X 40'f 9 Sta. 460+70 Rt. Total 3 Each Sta. 448+52 Lt. 1 Each Sta. 449+77 Lt. 1 Each Sta. 452+49 Lt. 1 Each Sta. 453+76 Lt. 1 Each ROADWAY EXCATION MINOR CONCRETE Minor Structure— Total 6 Each RELOCATE CABLE FENCE Location Quantity Retaining Wall With Footing) * FRAMES AND GRATES Location Quantity Sta. 427+87 to Sta. 480+52 372 C.Y. Location Quantity (Storm Drain Inlet) Sta. 454+40 Rt. 29 C.Y.(F) Location Quantity Sta. 454+08f to Sta. 454+311 23 L.F. Sta. 454+40 Lt. Sta. 460+70 Lt. 1 Each Southwest Corner 7 C.Y.(F) Sta. 460+70 Rt. 1 Each Northwest Corner 10 C.Y.(F) TERMINAL SECTION (Type C) Total 46 C.Y.(F) Total 2 Each Location Quantity IMPORTED BORROW Sta. 439+01 Lt. 1 Each Location Quantity Sta. 440+26 Lt. 1 Each RELOCATE PIPE GATE Sta. 448+52 Lt. 1 Each Sta. 427+87 to Sta. 480+52 461 C.Y. 24" SLIDE HEADGATE Sta. 449+77 Lt. 1 Each Location Quantity Sta. 454+661 Lt. 1 Each 12 C ) Location Quantity YP A0 ALTERNATIVE PIPE (Type Ltion Sta. 452+49 Lt. 1 Each Location Quantity Sta. 454+45 Lt. 1 Each Sta. 453+74 Lt. 1 Each Total 6 Each Sta. 428+25 Rt. 12 L.F. Sta. 461 +70 X—Drain 40 L.F. DRIVEWAY (Type D) L Total 52 L.F. Location Quantity 30" SLIDE HEADGATE RESET ACCESS LADDER 10 Sites Throughout Project 128 S.Y. Quantity Location Quantity Location y Sta. 454+241 50' Rt. 1 Each Sta. 454+48 Rt. 1 Each !ALLOWABLE ALTERNATIVE PIPE Sta. 454+521 55' Rt. 1 Each 24"0 ALTERNATIVE PIPE (Type B) ype A: R.C.P. (Class IV) Total 2 Each Location Quantity C.S.P. (0. 109" Thick) Sta. 454+ 11 Lt. 53 L.F. Standard Joints ASPHALT CONCRETE (Type B) Sta. 454+65 Lt. 45 L.F. CONCRETE (Ditch Lining) Type B: R.C.P. (Class III)(Rubber Gasket Joints) LOCatiOn Quantity Total 98 L.F. C.S.P. (0.109" Thick Watertight) Roadway 3,101 Tons Location Quantity Positive Joints 454+40 Lt. Intersections 21 Tons Sta. 6 C.Y. RESET 367 SLIDE HEADGATE Driveways 30 Tons Sta. 454+40 Rt. 6 C.Y. Location Quantity Total 12 C.Y. Total 3,152 Tons 1 . Sta. 454+36f Lt. 1 Each 30"O REINFORCED CONCRETE Sta. 454+39f Lt. 1 Each PRESSURE PIPE e Sta. 454+431 Lt. 1 Each Location Quantity a, » Total 3 Each ASPHALT CONCRETE (Leveling) Sta. 454+48 Lt. MISCELLANEOUS METAL Location Quantity Extension 27 L.F. Location Quantity Sta. 442+00 to Sta. 471 +00 184 Tons Sta. 454+48 Rt. Sta. 454+40 Lt. (Grate) 450 Lbs(F) Extension 28 L.F. Total 55 L.F. (F) Denotes Final Pay Quantity. PLANING ASPHALT Denotes Miscellaneous Facility. CONCRETE PAVEMENT METAL BEAM GUARD RAILING Frames and Grates shall be ASPHALT CONCRETE BASE (Type B) Location Quantity Location Quantity considered as Miscellaneous Iron Location Quantity '� Sta. 427+871 to Sta. 428+37f 198 S.Y. 4$ 0 REINFORCED CONCRETE Sta. 439+01 to Sta. 440+26 Lt. 125 L.F. and Steel. Sta. 427+87 to Sta. 428+20 PRESSURE PIPE Sta. 448+52 to Sta. 449+77 Lt. 125 L.F. y��yfM$ 176 ! Sta. 480+021 to Sta. 480+52f S.Y.. Widening Lt. 420 Tons Sta. 452+49 to Sta. 453+74 Lt. 125 L.F. Lucas Road 37 S.Y. Widening Rt. 736 Tons Location Quantity , No. 21258 ;� " Total Total 375 L.F. Exp.411 S.Y. Total 1 ,156 Tons Sta. 454+38 83 L.F. �. DRAWN BY DATE=PROJECTENGINEER JDATECHECKED BY ]DAITESUBMITTED BY JDATEAPPROVAL RECOMMENDED BY DATEDAVIS ROAD WIDENING/RESURFACING SNOET TITAL SHEETS j/V COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES ` � �� (Turner Road To Woodbridge Road) 13 13 c:\davis\wid—xing �RAMI�R• Sl'1ttTNp.. PA*P V-212 1