Laserfiche WebLink
PAVEMENT REPAIR ADJUST FRAME AND COVER ADJUST FRAME AND COVER <br /> Location Quantity <br /> /Storm Drain Maintenance Holes (Monuments) <br /> Location Quantity <br /> Location Quantity <br /> HILLSIDE DRIVE JUNIPER AVENUE <br /> Sto 42+12 to Sta 42+81 619 SY COQUILLE DRIVE STA 10+30 1 EACH <br /> TOTAL 619 SY Sta 19+02f (Lt) 1 Each STA 11 +33 1 EACH <br /> COQUILLE COURT STA 12+15 1 EACH <br /> STA 15+67 1 EACH <br /> NONE 0 Each <br /> PLANING ASPHALT LOCKEWOOD LANE <br /> JUNIPER AVENUE STA 11 +23 1 EACH <br /> CONCRETE PAVEMENT Sta 11 +29f (Lt) 1 Each STA 17+40 1 EACH <br /> Sta 15+66t (Rt) 1 Each STA 18+41 1 EACH <br /> Location Quantity STA 23+24 1 EACH <br /> LOCKEWOOD LANE STA 23+99 2 EACH <br /> COQUILLE DRIVE Sta 13+74f 6'(Lt) 1 Each OAK KNOLL AVENUE <br /> Sto 10+20 to Sta 23+08 1,593 SY Sta 23+17f 5'(Lt) 1 Each STA 12+56 1 EACH <br /> STA 13+ 7 1 EACH <br /> COQUILLE COURT OAK KNOLL AVENUE STA 18+13 1 EACH <br /> Sta 10+16 to Sta 12+53 368 SY Sta 12+51 f (CL) 1 Each STA 20+87 1 EACH <br /> Sta 18+09f (CL) 1 Each PARKDALE DRIVE <br /> JUNIPER AVENUE Sta 20+81 f (CL) 1 Each STA 10+31 1 EACH <br /> Sto 10+06 to Sto 10+31 581 SY Sta 22+06f (CL) 1 Each STA 13+88 1 EACH <br /> D STA 16+70 1 EACH <br /> D PARKDALE DRIVE <br /> LOCKEWOOD LANE Sta 11 +52± 6'(Rt) 1 Each PROSPECT PLACE <br /> m Sta 10+20 to Sta 24+40 1,777 SY PROSPECT PLACE STA 12+11 1 EACH <br /> Z Sta 13+79t 5'(Rt) 1 Each STA 13+84 1 EACH <br /> D <br /> M OAK KNOLL AVENUE HILLSIDE DRIVE <br /> Sta 10+20 to Sta 20+97 1,562 SY TOTAL 11 Each STA 13+76 1 EACH <br /> STA 18+01 1 EACH <br /> STA 21 +42 1 EACH <br /> PARKDALE DRIVE ADJUST FRAME AND COVER STA 23+68 1 EACH <br /> Sta 10+06 to Sto 22+99 1,707 SY (Monuments) STA 23+90 1 EACH <br /> STA 25+95 1 EACH <br /> Location Quantity STA 29+58 1 EACH <br /> STA 34+53 1 EACH <br /> do PROSPECT PLACE COQUILLE DRIVE STA 36+90 1 EACH <br /> ' Sto 10+31 to Sta 22+87 1,642 SY STA 11+80 1 EACH <br /> TOTAL 37 EACH <br /> STA 14+01 1 EACH <br /> Ic STA 14+58 1 EACH <br /> �' HILLSIDE DRIVE STA 19+06 1 EACH <br /> Sta 11+85 to Sta 12+35 176 SY STA 20+07 1 EACH SHOULDER BACKING <br /> STA 21+27 1 EACH <br /> STA 23+02 1 EACH <br /> TOTAL 9,406 SY COQUILLE COURT Location Quantity <br /> STA 12+14 2 EACH HILLSIDE DRIVE <br /> M Sto 11+85 to Sta 42+81 312 TONS <br /> o CONTINUED NEXT COLUMN TOTAL 312 TONS <br /> COUNTY OF SAN JOA UIN NO SCALE SUMMARY O F QUANTITIES BEAR CREEK TERRACE (WEST)/HILLSIDE DRIVE RESURFACING Sheet No. <br /> Q (Various Roads) 13 of 14 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE C�HEf,KED DATE APPROVAL RECOMMENDED DATE <br />