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COL STEM <br />I �STEMC DET AIL <br />: CL COL.B <br />rKEYYVAY <br />Q,er <br />�_1>a <br />TR2]L. GUTTERUNE-. <br />18 - 81-1C404 11081 <br />18 - 8HC502 MOM <br />FOOTING PLAN <br />JCL COLUMN 8 <br />- f 8HC1006E <br />MATCH BHCIJ 05E BARS <br />An A <br />-8HC403 <br />-8HC4a4 <br />8HC502 <br />FOOTING SECTION <br />ecoLB <br />8HCI]0 SE 8HC1006E 31/4" <br />COBOLTON <br />& MENK <br />2 M °PRO'EDGE OF DECK <br />EM <br />BRIDGE <br />-DECK -DECKGITT ERLIN �4 <br />DECK GIITTERL3NE <br />I w.P <br />OOL. <br />ORKIND LINE-- <br />EL. 889.15 <br />CONSTRUCT ION JOINT <br />2" LcONSTRUCTION JOINT <br />EL. 681.10 <br />it 3 6 <br />A A <br />COL STEM EL 863.32 <br />8HC507E <br />7 DO ABTSSS e 6E <br />ES/, <br />COLUMN STEM DETAIL <br />SECTION A -A <br />- —"\-HEvwnv <br />CL COL STEM <br />ELEVATION <br />COLUMN 8 <br />SPREAD FOOTING LOAD DATA <br />*BEARING PRESSU <br />WIDTHEFFECIIVE !PERPENDICULAR T O BIER/ <br />!PARALLEL 10 PIER/ <br />SERVICE RESISTANCE <br />RE <br />2.9 <br />6.81 <br />6.75 ET. <br />3.3 TONSOSOMT. <br />NOTES <br />1O MEASURED. GUTTERUNE TO GUTTERUNE. <br />FOR BILL OF REINFORCEMENT, SEE SHEET 48. <br />'.Y'`ioc,FE"`�°��`.f�'� HELM COLUMN 8'TRIDGE NO. <br />ENGINEER NSIGNATURE� so..,E s��oF G�.xEro., DETAILS & REINFORCEMENT �«EoPP[S•A.A. 199-010 -012 <br />SHEET NO. 44 OF 99 SHEETS I 02053 <br />