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o <br />I I <br />t—q Ca STEM <br />_ STEMYAETA� <br />CL COL. 6 <br />KEYWAY <br />J 1 6, <br />` h <br />% <br />TRAIL, GURTERLINEJ <br />A. <br />FOOTING PLAN <br />'fl 5 COLUMN 0 <br />CE <br />11.50 RHCIIOEE BARS <br />22-64C]]05E r0.403 <br />KEYWAY <br />-6HCSOI <br />-6HCB02 <br />FOOTING SECTION <br />COL. 6-\ <br />®BOLTON <br />& MENK <br />Dz' V-DRIP <br />2' FROM EDGE OF DECK <br />5 COL.STEM_/ <br />64.1105E IDOWEL21 4%" <br />6HC1006E 314" <br />-6HCu05E <br />6HC1G06E <br />E0..SPS II <br />COLUMN STEMDETAIL <br />SECTION <br />A <br />12'-0" TRAIL <br />—DECK cuTTEBu —q BRIDGE <br />1.006 <br />WORKING LINE-- <br />STEM <br />EL 686.2r <br />�CON857IRGRCTION JOINT <br />6,33.61 --RING BEAM <br />KEYWAY <br />T 2" L EONSIBIJCEION JOINT <br />EL. 818.31 <br />KEYWAY <br />—T COL STEM <br />ELEVATION <br />COLUMN 6 <br />SPREAD FOOTING LOAD DATA <br />*6 <br />E EEC.). WIDTH B' <br />ERPENmc.AR TO PIER) <br />E EEC.). LENGTH L' <br />RESISTANCE 4p.90 <br />2.5 TONS/SO.,. <br />9.51 FT. <br />2.8 TONS/SD <br />NOTES <br />C1 MEASURED GUTRERLINE 10 GUTTERLIN, <br />FOR BILL OF REINFORCEMENT, SEE SHEET 47. <br />Mil°`�"`�°iEiL HELIX COLUMN 6 7'iRIDGE NO. <br />ENGINEER NSIGNAT➢RE� so..,E nl��r G�.xEro., DETAILS & REINFORCEMENT ro= PP[S•A.P. 199-010-012 <br />SHEET NO. 40 OF 99 SHEETS I 02053 <br />