Laserfiche WebLink
X11 X <br />Om <br />M <br />-1 <br />`1 <br />M <br />U) <br />0 <br />z <br />ADJUST STORM DRAIN <br />I N LET FRAMES AND GRATES <br />Location Quantity <br />Sta. 476+17 1 Each <br />Sta. 479+21 1 Each <br />Total 2 Each <br />ADJUST PULL BOX <br />Location Quantity <br />Sta. 478+00± Lt. 1 Each <br />Stu. 479+15t Lt. 1 Each <br />Total 2 Each <br />PAVEMENT REPAIR <br />Location Quantity <br />Sta. 476+18 to Sta. 479+18 433 S.Y. <br />m COUNTY <br />D <br />DRAWN BY I DATE <br />OF SAN <br />PROJECT ENGINEER <br />JOAQUIN <br />DATE CHECKED <br />3�tS14� <br />SHOULDER BACKING <br />Location Quantity <br />Sta. 476+20 to Stu. 550+50 413 C.Y. <br />PLANING ASPHALT <br />CONCRETE PAVEMENT <br />Type <br />Location <br />Quantity <br />Quantity <br />Sta. 475+11t <br />Area <br />to Sta. 475+21 <br />119 <br />S.Y. <br />Sta. 450+00 <br />to Sta. 450+50 <br />356 <br />S.Y. <br />Chrisman <br />Rd. <br />(S) <br />250 <br />S.Y. <br />Chrisman <br />Rd. <br />(N) <br />206 <br />S.Y. <br />Banta Rd. <br />(S) <br />74 <br />S.Y. <br />Banta Rd. <br />(N) <br />94 <br />S.Y. <br />Total <br />1,099 <br />S.Y. <br />m COUNTY <br />D <br />DRAWN BY I DATE <br />OF SAN <br />PROJECT ENGINEER <br />JOAQUIN <br />DATE CHECKED <br />3�tS14� <br />SHOULDER BACKING <br />Location Quantity <br />Sta. 476+20 to Stu. 550+50 413 C.Y. <br />ASPHALT CONCRETE <br />(Type B) <br />Location Quantity <br />Roadway 9,656 Tons <br />Intersections <br />Chrisman Rd. 126 Tons <br />Banta Rd. 72 Tons <br />Driveways <br />Type D 14 Tons <br />Type E 35 Tons <br />Dike 4 Tons <br />Total 9,907 Tons <br />PLACE ASPHALT CONCRETE <br />DIKE e Type A (High Dike <br />Location Quantity <br />Sta. 476+19 to Sta. 477+69 150 L.F. <br />NO SCALE I SUMMARY OF QUANTITIES <br />DATE' SUBMIITTT�ED� DATE AP?RqVARFCOMMENDED DATE <br />PAVEMENT REINFORCING FABRIC <br />Location Quantity <br />Sta. 475+16 to Sta. 550+00 39,915 S.Y. <br />CONCRETE PAVEMENT <br />Location Quantity <br />Sta. 476+18 to Sta. 479+18 145 C.Y. <br />PLACE MONUMENT <br />FRAMES AND COVERS <br />Location Quantity <br />Sta, 509+19t 1 Each <br />Sta. 528+62t 1 Each <br />Total 2 Each <br />INDUCTIVE LOOP DETECTORS <br />Location Quantity <br />Sta. 476+65 Left Turn Lane Lump Sum <br />ELEVENTH STREET RESURFACING Sheet No. <br />(Chrisman Rd. to Lovely Rd.) 9 of 9 <br />DRIVEWAYS <br />Type <br />Quantity <br />No. <br />Area <br />D <br />2 <br />63 S.Y. <br />E <br />8 <br />344 S.Y. <br />ASPHALT CONCRETE <br />(Type B) <br />Location Quantity <br />Roadway 9,656 Tons <br />Intersections <br />Chrisman Rd. 126 Tons <br />Banta Rd. 72 Tons <br />Driveways <br />Type D 14 Tons <br />Type E 35 Tons <br />Dike 4 Tons <br />Total 9,907 Tons <br />PLACE ASPHALT CONCRETE <br />DIKE e Type A (High Dike <br />Location Quantity <br />Sta. 476+19 to Sta. 477+69 150 L.F. <br />NO SCALE I SUMMARY OF QUANTITIES <br />DATE' SUBMIITTT�ED� DATE AP?RqVARFCOMMENDED DATE <br />PAVEMENT REINFORCING FABRIC <br />Location Quantity <br />Sta. 475+16 to Sta. 550+00 39,915 S.Y. <br />CONCRETE PAVEMENT <br />Location Quantity <br />Sta. 476+18 to Sta. 479+18 145 C.Y. <br />PLACE MONUMENT <br />FRAMES AND COVERS <br />Location Quantity <br />Sta, 509+19t 1 Each <br />Sta. 528+62t 1 Each <br />Total 2 Each <br />INDUCTIVE LOOP DETECTORS <br />Location Quantity <br />Sta. 476+65 Left Turn Lane Lump Sum <br />ELEVENTH STREET RESURFACING Sheet No. <br />(Chrisman Rd. to Lovely Rd.) 9 of 9 <br />