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REMOVING CONCRETE EARTHWORK ASPHALT CONCRETE TYPE B PAVEMENT REINFORCING FABRIC <br /> Location Quantity MISCELLANEOUS AREAS Location Quantity Location Quantity <br /> Location Quantity Sta. 13+90 (Rt.) 25 S.Y. Mainline Resurfacing 3,339 Tons Sta. 0+15 to Sta. 30+25 7,955 S.Y. <br /> Sta. 15+30 (Rt.) 25 S.Y. Sta. 0+42 to Sta. 30+25 (Lt.) 29.75 Sta. Roadway Widening 1,391 Tons Sta. 30+35 to Sta. 52+80 5,987 S.Y. <br /> Sta. 43+00 (Rt.) 34 S.Y. Sta. 0+42 to Sta. 30+25 (Rt.) 29.75 Sta. Pavement Repair 113 Tons <br /> Sta. 44+40 (Rt.) 34 S.Y. Sta. 30+35 to Sta. 52+60 (Lt.) 22.25 Sta. Driveways 93 Tons Total 13,942 S.Y. <br /> Total 118 S.Y. Sta. 30+35 to Sta. 52+60 (Rt.) 22.25 Sta. A.C. Dike (Type C) 12 Tons <br /> Total 104.00 Sta. Asphalt Concrete (Misc. Areas)) 12 Tons PLACE 12" DIAMETER CORRUGATED <br /> PAVEMENT REPAIR <br /> Total 4,960 Tons STEEL PIPE 0.079 THICK <br /> Location IMPORTED BORROW Location Quantity <br /> Quantity ASPHALT CONCRETE (TYPE B) <br /> Location Quanti Sta. 30+85 (Lt.) 220 L.F. <br /> 23 Locations 339 S.Y. � LEVELING Sta. 35+00 (Lt.) 60 L.F. <br /> (Throughout Project) Sta. 0+15 to Sta. 52+80 1,475 C.Y. <br /> Driveways (Type F) 98 C.Y. Location Quantity Total 280 L.F. <br /> PLANING ASPHALT CONCRETE Total 1,573 C.Y. Sta. 26+80 to Sta. 30+25 498 Tons <br /> PAVEMENT Sta. 30+35 to Sta. 34+30 661 Tons PLACE 18" DIA. <br /> Location Quantity SHOULDER BACKING <br /> Total 1,159 Tons STORM DRAIN INLET <br /> Location Quantity <br /> Sta. 0+15 to Sta. 0+35 151 S.Y. Location Quantity <br /> Sta. 29+94 to Sta. 30+25 83 S.Y. PLACE ASPHALT CONCRETE DIKE sto. 32+00 (Lt.) 1 Each <br /> N Sta. 0+15 to Sta. 52+80 648 Tons TYPE C <br /> g Sta. 30+35 to Sta. 30+69 91 S.Y. Driveways (Type F) 61 Tons <br /> Sta. 52+60 to sta. 52+80 171 S.Y. <br /> Total 496 S.Y. Total 709 Tons Location Quantity PLACE FRAME AND GRATE <br /> -- Sta. 26+80 to Sta. 30+18 (Lt.) 338 L.F. 18" S.D.I. <br /> C Sta. 26+80 to Sta. 30+32 Rt.) 352 L.F. <br /> g CLEAN 12" DIA. PIPE DRIVEWAYS TYPED Sta. 30+28 to Sta. 34+30 �Lt.) 402 L.F. Location Quantity <br /> Location Location Sta. 30+43 to Sta. 34+30 (Rt.) 387 L.F. Sta. 32+00 (Lt.) 1 Each <br /> Z <br /> Quantity Quantity Total 1,479 L.F. <br /> S m Sta. 30+85 (Lt.) 35 L.F. (F) 18 Location 398 S.Y. PLACE MONUMENT FRAME <br /> (F) denotes final Pay Quantities PLACE ASPHALT CONCRETE AND COVER <br /> DRIVEWAYS TYPE F MISCELLANEOUS AREAS Location Quantity <br /> a RELOCATE ROADSIDE SIGNS Location Quantity Location <br /> Quantity Sta. 13+25t 1 Each <br /> AND POSTS Sta. 30+85 (Lt.) 78 S.Y. Sta. 26+70 (Lt.) 6 S.Y. Sta. 26+51± 1 Each <br /> Location Quantity Sta. 35+00 (Lt.) 34 S.Y. Sta. 26+70 Rt.) 6 S.Y. <br /> Sta. 39+77t 1 Each <br /> Sta. 0+51 17' Total 112 S.Y. Sta. 34+40 �LQ 6 S.Y. <br /> Total 3 each <br /> ( Lt.) 1 Each <br /> Sta. 4+28 (14' Lt.) 1 Each Sta. 34+40 (Rt.) 6 S.Y. <br /> Sta. 22+90 (14' Rt.) 1 Each Total 24 S.Y. <br /> o Sta. 37+70 (17' Lt.) 1 Each <br /> Sta. 47+63 (17' Rt.) 1 Each <br /> Sta. 52+30 (16' Rt.) 1 Each <br /> m Total 6 Each <br /> Z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES ARMSTRONG ROAD IMPROVEMENTS Sheet <br /> (DeVries Road to Davis Road) 11 of 11 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKE DATE APPROVAL REf MMENDED DATE <br /> IF <br />