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ASPHALT CONCRETIE CONCRETE PAVEMENT <br /> TYPE ® Location Quantity <br /> Location Quantity `p <br /> Pavement Repair 133 Tons Sta. 225+80 to Sta. 226+60 Lt. 9.4 C.Y. <br /> 7 Locations 235 Tons Ste. 225+80 to Sta. 226+70 Rt. 11 .7 C.Y. a — 29—Oo <br /> Intersections <br /> ( ) Sta, 229+62 to Sta. 230+90 Lt. 5.8 C.Y. <br /> Driveways (Types D & E) 58 Tons Ste. 230+24 to Sta. 230+90 Rt. 7.2 C.Y. <br /> Dike (Type A) 6 Tons <br /> Total 34. 1 C.Y. <br /> Total 432 Tons <br /> PLACE ASPHALT CONCRETE DIKE MINOR CONCRETE 180 DIAMETER CORRUGATED <br /> (Type A) (CURB TYPE A1 -8) STEEL PIPE 0.109" thick <br /> Location Quantity Location Quantity Location Quantity <br /> Forest Lake (W) 16 L.F. <br /> Sta. 225+00 Lf. to Ste. 225+80 81 L.F. Ste. 225+80 Lt. to Sta. 226+60 81 L.F. Sta. 266 +5ut Lt. <br /> Ste. 225+00 Rt. to Ste. 225+80 79 L.F. Ste. 225+80 Rt. to Sta. 226+70 89 L.F. <br /> p?t' Ste. 230+90 Lf. to Ste. 231 +50 59 L.F. Ste. 229+62 Lt. to Ste. 230+80 122 L.F. <br /> Total 292 L.F. <br /> R Total 219 L.F. <br /> :a <br /> m <br /> PAVEMENT REINFORCING <br /> FABRIC <br /> Location Quantity CONCRETE SLOPE PROTECTION (F) MISCELLANEOUS METAL <br /> Ste. 179+00 to Ste. 225+80 12,480 S.V. Location uan y Location Quantity <br /> (24' wide) Ste. 225+80 Lt. to Ste. 226+70 8.1 C.Y. Ste. 267+15 Rt. 7,000 LBS. <br /> Sto. 225+80 Rt. to Ste. 226+60 4.3 C.Y. <br /> St ) to Sta. 297+50 17,760 S.Y. Sta. 229+62 Rt. to Ste. 230+90 5.8 C.Y. ® Concrete Junction Box <br /> (24"' wide)( <br /> Ste. 308+00 to Ste. 320+06 3,216 S.Y. Total 18.2 C.Y. <br /> N (24" wide) <br /> o Total 33,456 S.Y. <br /> (F) Denotes final pay quantity. <br /> SOLE SUMMARY OF QUANTITIES LOWER SACRAMENTO ROVED RESURFACING sheet No. <br /> COUNTY OF SAN JOAQUIN Mwnt Rood (E) to Saerwranto County 16 of 16 <br /> DRAWN BY DATE PROJECT ERGM/EER ogreCHECKED DATE SIIBINTiEO DAre AanROv COMMENDED are <br /> ll.fr.i .Rw�r !/99 31jlg 3/ i X11 <br />