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ADJUST SURVEY MONUMENT PAVEMENT REINFORCING METAL BEAM <br /> FRAME AND COVER FABRIC GUARD RAILING <br /> Location Quantity Location Quantity Location Quantity <br /> Sta. 31+50.86 1 Each Sta. 6+75 to Sta. 95+46 23,656 S.Y. N.E. Corner 25 L.F. <br /> Sta. 58+12.64 1 Each N.W. Corner 25 L.F. <br /> Total 2 Eoch Total 50 L.F. <br /> PAVEMENT REPAIR <br /> ASPHALT CONCRETE TERMINAL SECTION <br /> TYPE A Location Quantity TYPE SRT <br /> Location Quantity Throughout Project Location Quantity <br /> (4 Sites) 109 S.Y. <br /> Mainline N.E. Corner i Each <br /> Roadway 5,227 Tons N.W. Corner 1 Each <br /> Tronsistions 36 Tons <br /> Intersections 83 Tons PLANING ASPHALT Total 2 Each <br /> Pavement Repair 51 Tons <br /> Total 5,397 Tons CONCRETE PAVEMENT <br /> Location Quantity PLACE MONUMENT <br /> Beg. of Project 53 S.Y. FRAME AND COVER <br /> ASPHALT CONCRETE Intersections 111 S.Y. <br /> n <br /> TYPE B End of Project 53 S.Y. Location Quantity <br /> i <br /> g <br /> Location Quantity Total 217 S.Y. - k Sta. 84+38.77 1 EACH <br /> 3 <br /> Driveway <br /> a r <br /> Type D 118 Tons <br /> Type E 169 Tons <br /> SHOULDER BACKING <br /> Total 169 Tons <br /> ESS <br /> A Location Quantity �o M. ,p <br /> i DRIVEWAY Sta. 6+50 to Sto. 95+71 (Lt.) 1,040 Tans \ ? c 9 <br /> Sta. 6+50 to Sta. 95+71 (Rt.) 1,065 Tons * �, ¢gip1 A <br /> w <br /> o Type Quantity Total 2,105 Tons rea CIV1 Ra\P <br /> No. Ayy���C L JQ <br /> D 15 590 S.Y. <br /> E 42 1,668 S.Y. v_ <br /> aI <br /> Ln <br /> i — <br /> COUNTY OF SAN JOA UIN SUMMARY OF QUANTITIES WEST RIPON ROAD RESURFACING Sheet No. <br /> m Q SCa1LE (Austin Road to Ripon City Limits) 7 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED pA7E SUBMITTED DATE APPROV RECOMMENDED DATE <br /> J <br />