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- 1 <br /> EARTHWORK <br /> MISCELLANEOUS AREAS <br /> Location Quantity ASPHALT CONCRETE <br /> PAVEMENT REPAIR Ste. 236+00 to Ste. 239+50 (Lt.) 3.5 Ste. TYPE B <br /> Ste. 244+50 to Ste. 248+50 (Lt.) 4.0 Sta. <br /> Location 0"Itity Ste. 261+00 to Ste. 263+00 (Lt.) 2.0 Ste. Location Quantity <br /> Ste. 277+00 to Ste. 283+50 (Lt.) 6.5 Ste. <br /> 19 Sites Throughout Project 594 S.Y. Ste. 289+00 to Ste. 293+50 (Lt.) 4.5 Ste. Intersections 312 Tons <br /> Sto. 306+00 to Sta. 309+00 (Lt.) 3.0 Ste. Bridge Approaches 60 Tons <br /> Ste. 314+00 to Ste. 317+50 (Lt.) 3.5 Ste. Driveways (Type 0) 85 Tons <br /> Ste. 322+00 to Ste. 326+00 (Lt.) 4.0 Sto. Driveways (Type E) 41 Tons <br /> Ste. 331+00 to Ste. 335+50 (Lt.) 4.5 Ste. <br /> Ste. 338+00 to Ste. 341+00 (Lt.) 3.0 Ste. Total 496 Tom <br /> Ste. 354+50 to Sta. 359+50 (Lt.) 5.0 Sta. <br /> ASPHALT CONCRETE Ste. 369+00 to Ste. 373+00 (Lt.) 4.0 Ste. <br /> Sto. 244+50 to Stu. 248+50 (Rt.) 4.0 Sta. <br /> PAVEMENT PLANING Ste. 261+00 to Sto. 263+00 (RL) 2.0 Ste. SHOULDER BACKING <br /> Ste. 277+00 to Ste. 283+50 (Rt.) 6.5 Ste. <br /> Location Quantity Ste. 289+00 to Ste. 293+50 (Rt.) 4.5 Ste. <br /> Bea, Project Ste. 305+50 to Ste. 309+50 (Rt.) 4.0 Ste. Location Quantity <br /> Sta. 314+00 to Ste. 317+50 (Rt.) 3.5 Ste. <br /> Ste. 211+00 to Stu. 211+20 53 S.Y. Ste+ 322+00 to Sta. 326+00 (Rt.) 4.0 Ste. <br /> Harney Lane (West) 104 S.Y. Ste. 331+00 to Ste. 335+50 (Rt.) 4.5 Ste. Sto. 211+00 to Sto. 373+00 4,700 Tons <br /> Harney Lone (East) 37 S.Y. Ste. 338+00 to Ste. 341+00 (Rt.) 3.0 Ste. <br /> Kettleman Lane (West) 37 S.Y. Ste. 346+00 to Ste. 351+00 (Rt.) 5.0 Ste. <br /> Kettleman Lane (East) 37 S.Y. Ste. 354+50 to Ste. 359+50 (Rt.) 5.0 Ste. <br /> x Br;clue Ste. 369+00 to Ste. 373+00 (Rt.) 4.0 Ste. PAVEMENT REINFORCING <br /> s Ste. 296+46 to Ste. 296+96 133 S.Y. Total 97.5 Ste. FABRIC <br /> Ste. 297+58 to Ste. 298+08 133 S.Y. <br /> 3 End Project Location QYontlty <br /> Ste. 372+50 to Stu. 373+00 133 S.Y. �/�W vC <br /> Total 667 S.Y. DRIVEWAYS Ste+ 211+25 to 296+46 29 SmY <br /> Ste. 298+08 to 372+50 128,1892 S.Y. <br /> Type No. Amy Total 39,021 S.Y. <br /> ADJUST MONUMENT E 106 345 S.Y. PLACE MONUMENT <br /> FRAME AND COVER FRAME AND COVER <br /> Location q„a„t;ty ASPHALT CONCRETE <br /> TYPE A <br /> Ste. 212+863 1 Each Location Ouontity <br /> Ste. 265+913 1 Each LOctltl0n Quantity Ste. 239+473 1 Each <br /> Ste. 318+983 1 Each Sta. 345+503 1 Each <br /> Total 3 Each Mainline 7,061 Tons <br /> Total 2 Each <br /> Pavement Repair 297 Tons <br /> m <br /> Total 7,350 Tom <br /> 5 <br /> COUNTY OF SAN JOAQUIN NO MALE SUMMARY OF QUANTITIES CLE EN <br /> arrmy ROAD RESURFACING sheet 6 <br /> � (Homey Lara to Brandt Road) 6 of 6 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUM nED DATE AP RECOMMENDED I DATE <br /> J <br />