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ADJUST DRIVEWAYS (Type "D") PAVEMENT REINFORCING FABRIC <br /> METAL BEAM GUARD RAILING Quantity Location Quantity <br /> Location Man I y <br /> Location No. Area (Square Yards) <br /> Sta. 8+55 to Sta. 9+17 Rt. 62 L.F. <br /> Sta. 11+13 to Sta. 14+80 979 S.Y. <br /> Sta. 10+91 to Sto. 11+61 Lt. 50 L.F. Throughout 2 63 S.Y. Sta. 17+20 to Sta. 83+50 17,680 S.Y. <br /> Sta. 14+42 to Sta. 14+92 Rt, 50 L.F. <br /> Sta. 17+12 to Sta. 17+62 Rt. 50 L.F. Total 18,659 S.Y. <br /> Total 212 L.F. DRIVEWAYS (Type "E ") <br /> Quantity PLACE <br /> Location No. Area (Square Yards) ASPHALT CONCRETE DIKE TYPE C <br /> PLANINGoca Ion Quantity <br /> ASPHALT CONCRETE PAVEMENT Throughout 10 s1s S.Y. <br /> Location Quantity Sto. 8+65 to Sta. 9+17 Lt. 52 L.F. <br /> Mainline ASPHALT CONCRETE Sta. 10+91 to Sta. 14+93 Lt.. 402 L.F. <br /> Sto. 10+91 to Sta. 14+92 Rt. 401 L.F. <br /> Sta. 8+65 to Sta. 9+25 224 S.Y. <br /> Sta. 10+83 to Sta. 11+13 107 S.Y. TYPE A Sta. 17+11 to Sta. 19+10 Rt. 199 L.F.Sta. 14+80 to Sta. 15+10 107 S.Y. Location Quantity Sta. 17+10 to Sta. 19+50 Rt. 240 L.F. <br /> Sta. 16+92 to Sta. 17+12 71 S.Y. Total 1,294 L.F. <br /> Sta. 83+60 to Ata. 84+00 143 S.Y. Mainline <br /> a Subtotal 652 S.Y. Sta. 8+65 to Sta. 9+25 15 TONS <br /> Sta. 10+83 to Sta. 15+10 170 TONS <br /> Intersections Sta. 16+92 to Sta. 84+00 4,044 TONS <br /> > <br /> Woodbridge Rd (W. 127 S.Y. Subtotal 4,229 TONS <br /> c Woodbridge Rd. (E.� 178 S.Y. TERMINAL SECTIONS <br /> Acampo Rd. W. 104 S.Y. Intersections (TYPE A) <br /> Acampo Rd. E. 104 S.Y. Woodbridge Rd (W. 28 TONS <br /> Woodbridge Rd. (E.) 75 TONS <br /> Subtotal 513 S.Y. Acampo Rd. (W.) 31 TONS Location Quantity <br /> c Total 1,165 S.Y. Acampo Rd. (E.) 31 TONS <br /> > Subtotal 165 TONS Overflow channel / Ea. <br /> z Total 4,394 TONS (South approach, Rt.) <br /> Overflow channel 1 Ea. <br /> everch, Lt.) <br /> SHOULDER BACKING MokeumnR1 Ea <br /> 04 m ASPHALT CONCRETE (North approach, Lt.) <br /> �rrnLocation Quantity TYPE B <br /> Total 3 Ea. <br /> o Left ShoulderOCa Location Uan I y <br /> Sta. 8+65 to Sta. 84+00 1,138 Tons <br /> Right Shoulder <br /> Driveways Type "Cr 20 TONS <br /> s Sta. 8+65 to Sta. 84+00 1,299 Tons LLoweDike (Type C) 116TONS <br /> TONS <br /> LA Total 2,437 Tons <br /> � Total 87 TONS <br /> No SG1LE SUMMARY OF QUANTITIES LOWER SACRAMENTO ROAD Sheet No. <br /> UP COUNTY OF SAN JOAQUIN RESURFACING 7 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPR V RECOMMENDED DATE <br />