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l <br />Q <br />l0 <br />N <br />A <br />I <br />N <br />N <br />0 <br />s <br />1 <br />N <br />3 <br />0 <br />o D <br />N 0 <br />N <br />O <br />Iy F <br />m <br />o Z <br />U D <br />K <br />0 rl <br />C <br />3 <br />3 <br />0 <br />0 <br />2 <br />0 <br />0 <br />a <br />f <br />0 <br />m <br />N <br />TRAFFIC CONTROL SYSTEM <br />Location <br />Project Site <br />Quantity <br />1 L.S. <br />REMOVE AND DISPOSE DAMAGED <br />BRIDGE AND APPROACH RAILING <br />Location Quantity <br />Sto. 9+52± to Sta. 11 +00± 1 L.S. <br />ASPHALT CONCRETE <br />(MISCELLANEOUS AREAS) <br />Location Quantity <br />Sta. 9+01 ± to Sta. 9+42± <br />115 S.Y. <br />CORE AND BOND (EPDXY CARTRIDGE) <br />H.S. THREADED ROD <br />Location Quantity <br />Sta. 9+97± to Sta. 10+84± 30 EA. <br />CORE CONCRETE CURB <br />Location Quantity <br />Sta. 9+97± to Sta. 10+84± 30 EA. <br />METAL BEAM GUARD RAIL (BRIDGE) <br />Location Quantity <br />Sta. 9+96± to Sta. 11 +00± 104 L.F. <br />METAL BEAM GUARD RAIL <br />(APPROACH TRANSITION) <br />Location Quantity <br />Sta. 9+72± to Sta. 9+97± <br />25 L.F. <br />TERMINAL SYSTEM (TYPE SRT) <br />Location Quantity <br />Sta. 9+34± to Sta. 9+72± 1 EA. <br />Ilya, z <br />COUNTY OF SAN JOA UIN NO SCALE SUMMARY OF CHRISMAN ROAD BRIDGE N0. 29C-220 <br />1. 0Q <br />DRAWN BY <br />C IQ4 <br />DATE PROJECT ENGINEER <br />12,11to1094 <br />QUANTITIES BARRIER RAIL REPAIRS ACROSS CALIFORNIA AQUEDUCT <br />DATE CHECKED DATE APPROVAL RECOMMENDED <br />Sheet No. <br />5 of 5 <br />DATE <br />