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PAVEMENT REPAIR DRIVEWAYS <br /> Location Quantity Type Quantity <br /> No. Area <br /> 9 Locations 150 S.Y. <br /> D 2 44 S.Y. <br /> PLANING ASPHALT E 46 t 1,353 S.Y. <br /> CONCRETE PAVEMENT <br /> Location Quantity <br /> Stu. 9+86 to Sta. 10+11 165 S.Y. ASPHALT CONCRETE (TYPE B) <br /> Sta. 48+25 to Sta. 48+50 157 S.Y. Location Quantity <br /> Total 322 S.Y. Mainline 1 ,382 Tons <br /> Waverly School Parking Lot 42 Tons <br /> DrivewTons <br /> EXISTING HIGHWAY FACILITIES Pavem nt 22 Repair 140 Tons <br /> (Adjust Frames and Grates) <br /> Total 1,586 Tons <br /> Location Quantity <br /> i <br /> o Sta.48+19 (Lt. 18') 1 Each <br /> > <br /> PAVEMENT REINFORCING FABRIC <br /> 3 <br /> 6° EXISTING HIGHWAY FACILITIES <br /> Location Quantity <br /> (Adjust Phone/Communication Box) <br /> i Sta. 10+11 to Sto. 48+25 Total 8,052 S.Y. <br /> Quantity <br /> F <br /> Stu.16+00 (Lt. 35') 1 Each <br /> SHOULDER BACKING PLACE SURVEY MONUMENT <br /> C1� Location Quantity FRAME AND COVER <br /> Location Quantity <br /> 1 Sta. 9+86 to Stu. 48+50 591 Tons <br /> . - --- Sta. 10+00 1 Each <br /> p ' o Top Soil (loam) is to be paid from this item of work, at Sta. 48+22 1 Each <br /> the rate of 1 ton of Shoulder Backing is equal to 1.40 <br /> 00 m truck yards of Top Soil. See page 2 for additional details Total 2 Each <br /> 1� z <br /> c ° <br /> COUNTY OF SAN JOA Q UIN NO SCALE SUMMARY OF QUANTITIES WILMARTH ROAD RESURFACING sheet 6(State Highway Route 88 to Cherokee Road) 6 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> P T /01,13 1 101,13 — �0�9/03 7ll"W1 y ��! <br />