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PAVEMENT REPAIR SHOULDER BACKING ASPHALT CONCRETE (TYPE B) <br /> Location Quantity Location Quantity Location Quantity <br /> 25 Locations (Throughout Project) 1,546 S.Y. Sta. 261 +37 to Ste. 421+15 5,820 Tons Intersections 137 Tons <br /> Ste. 421 +80 to Sta. 448+00 859 Tons Pavement Repair 680 Tons <br /> Total 6,679 Tons Driveways (Type D & E) 74 Tons <br /> Total 891 Tons <br /> PLANING ASPHALT CONCRETE PAVEMENT <br /> Location Quantity DRIVEWAYS (TYPE D) <br /> Mainline Location Quantity PAVEMENT REINFORCING FABRIC <br /> Ste. 261+37 to Sta. 261+87 133 S.Y. 3 Locations 114 S.Y. Location Quantity <br /> m Ste. 420+60 to Sta. 421+15 147 S.Y. Mainline <br /> Sta. 421 +80 to Ste. 422+30 133 S.Y. <br /> ° Ste. 447+80 to Ste. 448+00 103 S.Y. Sta. 261+37 to Ste. 421 +15 39,057 S.Y. <br /> Sto. 421 +80 to Stu. 448+00 6,404 S.Y. <br /> Shelton Road <br /> Sta. 6+20 to Sta. 6+40 67 S.Y. <br /> DRIVEWAYS (TYPE E) Total 45,461 S.Y. <br /> i <br /> 8 <br /> Total 583 S.Y. Location Quantity <br /> o <br /> s 13 Locations 411 S.Y. <br /> N m <br /> rn <br /> m <br /> PLACE MONUMENT FRAME AND COVER <br /> Location Quantity <br /> ADJUST MONUMENT FRAME AND COVER ASPHALT CONCRETE (TYPE A) Ste. 311+82+ (Center) 1 Each <br /> Location Quantity Location Quantity Sta. 329+31+ (center) 1 Each <br /> o Ste. 371 +33+ (Center) 1 Each <br /> Ste. 264+10t (Center) 1 Each Mginline Resurfacing Ste. 388+86+ (Center) 1 Each <br /> Ste. 290+56+ (Center) 1 Each Ste. 261+37 to Ste. 421+15 7,058 Tons Ste. 415+69+ (Center) 1 Each <br /> ( A Sta. 317+17+ (58"+ Right) 1 Each Sta. 421+80 to Ste. 448+00 1,285 Tons Ste. 436+66+ (Center) 1 Each Total 3 Each Total 8,343 Tons <br /> "' Total 6 Each <br /> � <br /> o <br /> n <br /> � m <br /> A <br /> m <br /> T <br /> Z <br /> V COUNTY OF SAN JOA UIN NO SCALE SUMMARY OF QUANTITIES ESCALON—BELLOTA ROAD RESURFACING Sheet No. <br /> Q (1 Mile South of Flood Road to State Highway Route 26) 8 of 8 <br /> DRAWN BY DATE PROJECT ENGINEERDATE CHECKED DATE SUBMITTED DATE ,yAPPROVAL RECOMMENDED `DATE <br /> Vincent EFi' , 01 rB�aL �"7^�s <br />