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PAVEMENT REPAIR SHOULDER BACKING 36" DIA. REINFORCED CONCRETE PIPE <br /> Location Quantity Location Quantity (CLASS IV) <br /> Thornton Road (Various Locations) 962 S.Y. Sta. 25+46 to Sta. 109+50 2,344 Tons Location Quantity <br /> Turner Road (Various Locations) 150 S.Y. Sta. 80+44 64 L.F. <br /> Total 1,112 S.Y. <br /> DRIVEWAYS <br /> PLANING ASPHALT CONCRETE PAVEMENT Type Location Quantity ROCK SLOPE PROTECTION <br /> (METHOD B, CLASS NO. 2) <br /> Location QuantityDriveways (Type D) 2 Locations 93 S.Y. Location Quantity <br /> Sta. 25+46 to Sta. 25+81 124 S.Y. Driveways (Type E) 3 Locations 168 S.Y. Sta. 52+47 3.4 C.Y. <br /> Sta. 108+50 to Sta. 109+50 353 S.Y. Sta. 62+60 3.4 C.Y. <br /> Total 477 S.Y. ASPHALT CONCRETE (TYPE A) sta. 80+44 3.4 C.Y. <br /> Total 10.2 C.Y. <br /> MODIFY CONCRETE BARRIER Location Quantity <br /> Asphalt Concrete (Type A) <br /> Location Quantity Mainline Resurfacina TERMINAL SYSTEM (TYPE ET) <br /> Minor Structure: Sta. 25+46 to Sta. 109+50 5,034 Tons Location Quantity <br /> (MS) W-143 (Local) Lt. & Rt. Lump Sum Asphalt Concrete Widening 1 ,518 Tons <br /> Minor Structure (MS) W-143 (Local) <br /> Asphalt Concrete (Type B) <br /> _o Driveways (Type D & E) 38 Tons NW Approach 1 Each <br /> EARTHWORK (MISC. AREAS, TYPE 1 ) Pavement Repair 280 Tons NE Approach Each <br /> H <br /> Location Quantity Total 6,870 Tons Total 2 Each <br /> Sta. 25+46 to Sta. 26+16 (Lt.) 0.7 Sta. <br /> Sta. 25+46 to Sta. 26+16 (Rt.) 0.7 Sta. METAL BEAM GUARD RAILING <br /> Sta. 94+00 to Sta. 109+60 (Lt.) 15.6 Sta. PAVEMENT REINFORCING FABRIC <br /> N Sta. 94+00 to Sta. 109+60 (Rt.) 15.6 Sta. Location Quantity <br /> m m Total 32.6 Sta. <br /> Location Quantity Minor Structure (MS) W-143 (Local) <br /> > Sta. 25+46 to Sta. 109+50 22,411 S.Y. NW Quad. 25 L.F. <br /> a s NE Quad. 25 L.F. <br /> EARTHWORK (MISC. AREAS, TYPE 2) " sw Quad 43.75 LF. <br /> 24 DIA. REINFORCED CONCRETE PIPE sF goad. 43.76 L.F. <br /> Location Quantity Total 137.5 L.F. <br /> Sta. 26+16 to Sto. 94+00 (Lt.) 67.84 Sta. (CLASS IV) <br /> > Sta. 26+16 to Sta. 94+00 (Rt.) 67.84 Sta. Location Quantity TERMINAL SECTION (TYPE B) <br /> Total 135.68 Sta. Sta. 52+47 64 L.F. <br /> Location Quantity <br /> IMPORTED BORROW 30" DIA. REINFORCED CONCRETE PIPE Minor structure (Ms) W-143 (Local) 2 Each <br /> U' Location Quantity (CLASS IV) <br /> U Pipe Replacement Areas (3 Locations) 93 C.Y. Location Quantity END SECTION <br /> 1 n <br /> m Sta. 62+60 64 L.F. Location Quantity <br /> A <br /> T Minor Structure (MS) W-143 (Local) 4 Each <br /> 00 m <br /> 1z o <br /> UIN NO SCALE SUMMARY OF QUANTITIES Thornton Road Improvements sneer Na. <br /> COUNTY OF SAN JOA <br /> Q (3,200 Ft. N/0 State Highway Route 12 to Turner Road) sof s <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED, DATE APPROVAL RECOMMENDED DATE <br /> 0. Davies 102 2004 ./ /�_ a <br /> Vincent Li 02 2 4 _/ ��(OYKIGC tJQfA4 <br />