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PIER 3 <br />SPREAD FOOTING LOAD DATA <br />*EACTDRED DESIGN <br />BEPRESSURE J.94 TONS/$B.ET, <br />EEEECT]VE WIDTH B' Q <br />PIER/ 11 <br />Fl <br />t P D T IER ) 12.6 El. <br />RESISTAN ARING 2 3 TONS CC ��p.q� /SOFT <br />*BASED ON SERVICE I LOAD COMBINATION <br />3'/d' CLR <br />2" MIN <br />NEAR <br />ENG- <br />BARIN COLUMN <br />1.5" MAN CEP*OE_ <br />FORML]NER RELIEF <br />NOTE: SET STAINLESS STEEL NAIL/RIN WITH <br />E0 HEAD (PLUSH WITH <br />FINISHED CONCRETE o ACEIo]N WEST FACE OF <br />PIER APPRO.**. 4' ABOVE FINISHED GRADE. <br />ARCHITECTURAL TEXTURE DETAIL <br />NOT TO SCALE <br />FL BRIDGE <br />BL TRAIL. GUTIERLINE�I <br />PN+ WORKING LINE <br />CL PIER 3J L J1 <br />PEYN X Ti_0 <br />`PIER COLUMN <br />1---D1IITERL DIE SEE DETAIL <br />FOOTING PLAN <br />BL TRN, GUTTERL]NE— <br />�� BRG. ISER3 AN41 <br />P <br />BRG. ISPAN 31 <br />RR <br />8 <br />JCL BOTTOM TRUSS CU BOTTOM TRUSS <br />' -.1BEARING SPACING <br />PLAN <br />L BRIDGE-i B+-1 <br />EEL 803.11 EL 293.110,, <br />_-- 2" YWX AY 0" X 1'-0"� <br />kEITY P.1I. <br />2'-6 <br />( ( ( / / / <br />kErWPv <br />EL. 892.86 <br />8-6I <br />/ �I <br />SEE ARCHITECTURAL <br />®BOLTON <br />& MENK ..us. <br />ELEVATION <br />ENGINEER SIGNATURE P <br />TEXTURE CET AIL <br />SUMMARY OF QUANTITIES <br />FOR PIER 3 <br />CONCRETESTRUCTURAL REINFORCEMENT BARSt3 B521 1182 POUND <br />REINFORCEMENT BARS IEPDXY COATED) 5996 POUND <br />ARCHITECTURAL CONCRETE TEXTURE IASHLAR STONE/ .7 SO FT <br />ARCHITECTURAL CONCRETE TEXTURE WHIN CRICK/ 360 SO FT <br />ARCHITECTURAL SURFACE FINISH WINO. COLOR/ 365 SO FT <br />ARCHITECTURAL SURFACE FINISH IMULTI COLOR/ 360 SO FT <br />ANTI-GRAFI.] COATING 468 SO FT <br />NOTES <br />© BASED ON ASSUMED BEARING SIC€SH]CNNESS; SEE PREFABRICATED TRUSS DETAILS <br />FOR ESTIMATED BEARING S.E. VERIFY FINAL PEDESTAL. ELEVATIONS UPON APPROVAL <br />O DDP DE FOOTING SHALL HAVE A MINIMUM OF I-6" SOIL COVER. <br />SECTION B - B <br />PIER 3 <br />DETAILS & REINFORCEMENT <br />S.A.�.�199O10 -�12 'TRIDGE NO. <br />SHEET NO. 54 OF 99 SHEETS I 02053 <br />