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CLEANING EXISTING DRAINAGE FACILITIES <br />Location Quantity <br />Sta 14+00 ( Cross Drain ) <br />Sta 59+07 ( Cross Drain ) <br />Total LUMP SUM <br />PAVEMENT REPAIR <br />Location Quantity <br />Various Locations Throughout 634 SQYD <br />Total 634 SQYD <br />PLANING <br />ASPHALT CONCRETE <br />PAVEMENT <br />Location <br />SLOW <br />2 <br />SCHOOL <br />Quantity <br />Sta 10+20 <br />to <br />Sto <br />10+70 <br />172 SQYD <br />Sta 26+37 <br />to <br />Sta <br />31 +13 <br />208 SQYD <br />Sta 58+29 <br />to <br />Sta <br />58+79 <br />111 SQYD <br />Sta 58+89 <br />to <br />Sta <br />59+45 <br />274 SQYD <br />Total 765 SQYD <br />REMOVE THERMOPLASTIC <br />PAVEMENT MARKINGS <br />Type <br />Quantity <br />Crosswalks <br />2 <br />SLOW <br />2 <br />SCHOOL <br />2 <br />XINGS <br />2 <br />� z <br />•••••. Total LUMP SUM <br />m <br />z <br />0 <br />COUNTY OF SAN JOAQ UIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />L. Ag-uilar 02113 - 2`&I CX <br />EARTHWORK <br />(MISCELLANEOUS AREAS) <br />Location <br />Quantity <br />Sto <br />10+70 <br />to <br />Sta <br />11+70 <br />( Right) <br />1.00 <br />Station <br />Sta <br />15+00 <br />to <br />Sta <br />24+00 <br />( Right) <br />9.00 <br />Station <br />Sta <br />18+75 <br />to <br />Sta <br />26+37 <br />( Left) <br />7.62 <br />Station <br />Sta <br />31 +13 <br />to <br />Sta <br />44+60 <br />( Left ) <br />13.47 <br />Station <br />Total 31.09 Station <br />SHOULDER BACKING <br />Location Quantity <br />Sta 10+20 to Sta 59+45 1,388 Ton <br />Total 1,388 Ton <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />15 Locations Throughout 358 SQYD <br />Total 358 SQYD <br />DRIVEWAY (TYPE E) <br />Location Quantity <br />29 Locations Throughout 1,198 SQYD <br />Total 1,198 SQYD <br />PENETRATION TREATMENT <br />Location Quantity <br />® Frontage Road Intersection 190 SQYD <br />® Furry Road Intersection 111 SQYD <br />Total 301 SQYD <br />SUMMARY OF QUANTITIES <br />CHECKED BY DATE <br />ASPHALT CONCRETE (TYPE A) <br />Location Quantity <br />Mainline Resurfacing 1,862 Ton <br />Pavement Repair 169 Ton <br />Intersection 89 Ton <br />Driveways 188 Ton <br />Location <br />Sta 11+85 <br />18—INCH DIAMETER STORM DRAIN INLET <br />Location Quantity <br />Sta 11+70 ( 17' Right ) 1 EACH <br />Sta 11 +85 ( 20' Left) _ 1 EACH <br />Total 2 EACH <br />Location Quantity <br />Sta 11+70 ( 17' Right) 1 EACH <br />Sta 11+85 ( 20' Left ) 1 EACH <br />BEAR CREEK ROAD RESURFACINGI Sheet No. <br />( North 99 Frontage Road East to Furry Road) 7 of 7 <br />