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CLEANING EXISTING PLANING ASPHALT ASPHALT CONCRETE <br /> DRAINAGE FACILITIES CONCRETE PAVEMENT TYPE A <br /> Location Quantity Location Quantity Location Quantity <br /> Sta. 32+00 (Rt.) (Dwy Pipe) Begin Project Overlay 465 S.Y. Mainline 6,503 Tons <br /> Morse Road (X—drain) Island N/S Eight Mile Road 31 S.Y. Intersections 114 Tons <br /> Sto. 42+15 (X—drain) Lump Sum P.C.C. Driveway (Sta. 3+00t Lt.) 31 S.Y. Pavement Repair 133 Tons <br /> Sta. 43+30 (Rt.) (Dwy Pipe) Bear Creek Bridge Conforms (N&S) 175 S.Y. Total 6,750 Tons <br /> Ste. 46+00 (Rt.) (Dwy Pipe) Pixley Slough Bridge Conforms (N&S) 144 S.Y. <br /> Morse Road 36 S.Y. <br /> Cora Post Road 33 S.Y. ASPHALT CONCRETE <br /> Live Oak Road 35 S.Y. <br /> Bear Creek Road 37 S.Y. TYPE B <br /> PAVEMENT REPAIR End Project overlay 250 S.Y. Location Quantity <br /> Total 1 ,237 S.Y. Driveways 185 Tons <br /> Location Quantity <br /> M 3 Locations 210 S.Y. ASPHALT CONCRETE <br /> DRIVEWAYS MISC. AREAS <br /> n <br /> Location Quantity <br /> REMOVE METAL BEAM Location Quantity <br /> cO O GUARD RAIL Sta. 111+30 (Lt.) Overside Drain 6 S.Y. <br /> � No. Area <br /> o Location Quantity Type D 6233 S.Y. ASPHALT CONCRETE DIKE <br /> a <br /> ,a Pixley Creek Bridge (SE) Type E 26 1 ,219 S.Y. <br /> Sta. 108+32t to Sta. 109+07f (RL) Lump TYPE A <br /> oRt. <br /> ( ) /A Sta. 111+50t to Sta. 111+90f Sum <br /> Location Quantity <br /> A Eight Mile Road (NW Corner) 40 L.F. <br /> SHOULDER BACKING <br /> W M IMPORT BORROW (TOPSOIL) Location Quantity PAVEMENT REINFORCING <br /> o Sta. 1 +35 to Sta. 4+94 (Lt.) 12 Tons FABRIC <br /> Location Quantity Sta. 110+21 to Sta. 112+94 (Lt.) 5 Tons Location Quantity <br /> Sta. 0+23 to Sta. 112+21 (Rt.) 366 Tons y <br /> A Sod Frontage Areas 10 C.Y. Total 383 Tons <br /> Sta. 1+35 to Sta. 111+23 27,701 S.Y. <br /> 0 <br /> zz <br /> COUNTY OF SAN JOA(�UIN No scALE SUMMARY OF QUANTITIES N. 99 FRONTAGE ROAD EAST RESURFACING Sheet No. <br /> n (Eight Mile Road to Armstrong Road) 9 of 10 <br /> DRAWN BY I DATE PROJECT NGINEERDATE CHECKED DATE SUBMITTED DATE APPRDV ECOMMENDED DATE <br /> s'. i . . _ <br />