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12'-0" <br />COL 3 <br />COL. STEM <br />-SEE COLUMN <br />1 STEM BET AIL ] 6 <br />KEYWAY <br />1,1 —_—_— —_—_ <br />Q%I <br />Lam_ <br />AND WORKING LINE <br />20 - 3HC404 FOP/ <br />FOOTING PLAN <br />COLUMN s <br />3 3, CLR -3HC 006E <br />MATCH 3HC1105E BARS <br />KEYWAY <br />111111, <br />A <br />A <br />[3HC404 <br />3HC1001 <br />12'-0" <br />FOOTING SECTION <br />COL,-\ <br />®BOLTON <br />& MENK mmmum <br />LLT <br />] 2" FROM EDGE OF DECK <br />DRNAMENT <br />NG— <br />IDESIGNT-9 CURB MOUNT, <br />CONCRETE CURB <br />SEE SHEET 85 <br />FOR CURB DETAILS avp.I <br />-3HCI105E <br />P1-1C1006E <br />7 EN S T%, <br />COLUMN STEM DETAIL <br />SECTION A -A <br />PENGINEER oSIGNATURENL ��ws o. ,xE n�.E or u�xx <br />12'-0" TRAIL <br />BRIDGE <br />REEK GUTTERL, DECK GUTIERLINE <br />.00% 1.ODi. <br />A <br />EL. 864.14 <br />STEM <br />ELN888L6 ON JOINT <br />—RING BEAM <br />KEY,' AY <br />WORKING LINE —I <br />_ T - 2" L CONSIRUCTION JOINT <br />CL BRIDGE <br />WORKING LINE <br />EL. 085.51 <br />ELNBTTIJ2V10N JOINT <br />" t� l RING BEAM <br />- T <br />2" L CONS, RUCTION JOINT <br />- T �NC0R0Y <br />COL STEM <br />ELEVATION <br />COLUMN 3 <br />SPREAD FOOTING LOAD DATA <br />RE EFFECT] V,E WI DT H B' RI <br />EPPRAC TL ELC PI <br />TON PIRIE <br />EARI <br />RESISTANCESERVICEB0,NG�1, <br />2 B TONS/SD.FT. <br />10.2 Fl <br />41 TONS/SD FT <br />#BASED ON SERVICE ] LOAD COMBINATION <br />HELIX COLUMN 3 <br />DETAILS & REINFORCEMENT <br />NOTES <br />O MEASURED GUT TERLINE TO CUT TERLINE. <br />ALL KEYWAYS ARE 2" X 6" X 1'-6". <br />FOR BILL OF REINFORCEMENT, SEE SHEET 46 <br />S.A.P.199 O10 -0I2 'TRIODE NO. <br />SHEET NO. 32 OF 99 SHEETS I <br />02053 <br />