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PAVEMENT REPAIR EARTHWORK (MISCELLANEOUS AREAS) DRIVEWAYS (TYPE E) <br /> Location Quantity Location Quantity Location Quantity <br /> Various Locations Throughout 196 SQYD Sta 15+60 to Sta 23+30 (Lt) 7.70 Sta 13 Locations 352 SQYD <br /> Total 196 SQYD Sta 17+00 to Sta 3'1+00 (Rt) 14.00 Sta Total 352 SQYD <br /> Sta 35+05 to Sta 36+40 (Lt) 1.35 Sta <br /> Sta 36+50 to Sta 48+00 (Rt) 11.50 Sta <br /> Sta 40+00 to Sta. 45+00 (Lt) 5.00 Sta <br /> Sta 68+40 to Sta 70+65 (Rt) 2.25 Sta <br /> Sta 72+50 to Sta 76+20 (Lt) 3.70 Sta <br /> Sta 73+00 to Sta 76+20 (Rt) 3.20 Sta <br /> Sta 94+00 to Sta 100+00 (Lt) 6.00 Sta PENETRATION TREATMENT <br /> Total 54.70 Sta Location Quantity <br /> at Louise Avenue Intersection 165 SQYD <br /> at Southland Road Intersection 125 SQYD <br /> at Jameson Road Intersection 116 SQYD <br /> PLANING ASPHALT CONCRETE PAVEMENT Total 406 SQYD <br /> Location Quantity <br /> Z <br /> at Louise Avenue Intersection 246 SQYD <br /> at Southland Road Intersection 62 SQYD <br /> at Jameson Road Intersection 138 SQYD SHOULDER BACKING <br /> at UPRR tracks 49 SQYD ASPHALT CONCRETE (TYPE B) <br /> D Total 495 SQYD Location Quantity Location <br /> Quantity <br /> Various Locations Throughout 1,894 Tons <br /> Mainline Resurfacing 2,394 Tons <br /> to <br /> CL Total 1,894 Tons Pavement Repair 65 Tons <br /> Z Intersections 58 Tons <br /> 0 <br /> m Driveways 173 Tons <br /> n <br /> Total 2,690 Tons <br /> 0 <br /> N <br /> (0 <br /> n <br /> O <br /> T <br /> ADJUST FRAMES AND COVERS ASPHALT CONCRETE (TYPE B) <br /> C'n (SURVEY MONUMENT) DRIVEWAYS (TYPE D) (LEVELING) <br /> Location Quantity Location Quantity Location Quantity <br /> n <br /> 4z 'Sta 62+97 (8Left) 1 Each 29 Locations 696 SQYD Sta 10+60 to Sta 108+53 1,596 Tons <br /> Total 1 Each Total 696 SQYD Total 1,596 Tons <br /> F <br /> F <br /> M <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE Sheet No.SUMMARY OF _QUANTITIES PRESCOTT ROAD RESURFACING h of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br /> L. Aguilar -1/1.1 -2 I114/ <br />