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PAVEMENT REPAIR DRIVEWAYS PLACE SURVEY MONUMENT <br /> Location Quantity Type Quantities FRAME AND COVER <br /> No. Area Location Quantity <br /> 18 Sites throughout project 759 S.Y D 11 382 S.Y. <br /> Ste-- <br /> E 35 1081 S.Y. Sta. 57+26.04 1 Each <br /> Sta. 69+17.57 1 Each <br /> Sta. 99+30.60 1 Each <br /> Sta. 154+15.36 (Section Corner) 1 Each <br /> Total Z'Each <br /> PLANING ASPHALT <br /> CONCRETE PAVEMENT <br /> Location Quantity ASPHALT CONCRETE IMPORTED BORROW <br /> Sta. 0+34 to Sta. 39+00 59 S.Y. <br /> Sta. 157+50 to Sta. 158+00 122 S.Y. Type B Location Quantity <br /> o Roadway Total 181 S.Y. Location Quantity ; 878 C.Y. <br /> Intersections Sta. 0+34 TO Sta. 158+00 <br /> S <br /> Navone Rd. 196 S.Y. Roadway 6466 Tons <br /> o Arato Rd. 72 S.Y. Pavement Repair 253 Tons <br /> Alpine Rd. (north) 80 S.Y. Driveways 185 Tons <br /> Intersections 266 Tons <br /> Alpine Rd. (south) 83 S.Y. EARTHWORK <br /> N � Leveling 40 Tons <br /> g Confer Rd. 56 S.Y. <br /> 3 <br /> Vignola Rd. 56 S.Y. <br /> Total 7,210 Tons <br /> a <br /> ;d Beecher Rd. (north) 56 S.Y. (Miscellaneous Areas) <br /> Beecher Rd. (south) 56 S.Y. h� Location Quantity <br /> ~ Intersection Total 655 S.Y. ✓ �6f. L <br /> n m Grand Total 836 S.Y. �/ f8 Type 1 Type 2 <br /> / Sta. 2+00 to Sto 5+00 (Lt.) 3.0 Sta. <br /> ~' Sta. 5+00 to Sta 158+00 (Lt.) 153.0 Sta. <br /> Sta. 0+34 to Sta 158+00 (Rt.) 157.7 Sta. <br /> PAVEMENT REINFORCING <br /> o Totals 310.7 Sta. 3.0 Sta. <br /> f FABRIC <br /> M SHOULDER BACKING Location Quantity For information only <br /> Approximate Earthwork Quantities <br /> Location Quantity Sta. 0+60 to Sta. 157+50 34,867 S.Y. Sta. 0+34 to Sta. 158+00 <br /> Confer Intersection 56 S.Y. <br /> Sta. 0+34 to Sta. 158+00 2,338 Tons Total 34,923 S.Y. Exc. 300 C.Y. Emb. 1,100 C.Y. <br /> COUNTY OF SAN JOAQUIN No sr� SUMMARY OF QUANTITIES (State Highway <br /> FAIRCHILD <br /> eN88RoSBeecherNRoad) Sheet No. <br /> Drawn By Date I Project Engineer DotQ Checked Dote �—.•.,Submitted ;Date A p Recommended Date <br /> 298 <br /> fs <br />