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BRIDGE <br />WORKING LINC—I <br />WORKING LINC—I <br />B-7 <br />—SEE HELIX SLAB ANDRING BEAM <br />DETAILS FOR REINFORCEMENT <br />III MATCH <br />nHCII055 BARS <br />—- <br />—SEE HELIX SLAB AND RING BEAM <br />DETAILS FOR REINFORCEMENT <br />rAH- <br />4HC602 / 'I—q COL. STEM <br />AHCIOOI <br />ELEVATION <br />®BOLTON <br />& MENK <br />ENGINEER SIGNATURE P <br />r <br />—SEE HELIX SLABANDRING REINFORCEMENT <br />DETAILS <br />O <br />COLUMN A <br />22 MATCH AHCII05E <br />BARS <br />—SEE HELIX SLAB AND RING BEAM <br />DETAILS FOR REINFORCEMENT <br />A <br />4Hc404 <br />ANC.. <br />D5 CLR� <br />4HCGOT ,I COL STEM <br />SECTION B - B <br />HELIX COLUMN 4 <br />DETAILS & REINFORCEMENT <br />NOTES <br />FOR BILL OF REINFORCEMENT, SEE SHEET 47. <br />S.A.P.199-010 -0112 'IRIDGE NO. <br />ISHEET NO. 35 OF 99 SHEETS 02053 <br />