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PIER 4 <br />SPREAD FOOTING LOAD DATA <br />EACTORED DESIGN <br />BEARING PRESSURE <br />2.14. TONS.O.TT. <br />EFFECTIVE WIDTH B' <br />(PERPENDICULAR TO R, 116 F, <br />!PARALLEL TO NEM 12.T F1. <br />FACTORED BEARING <br />RES1ST <br />AWE , 2218 <br />2 19 TONS/SO FT. <br />KK BASED ON SERVICE ] LBAB CORBINA,10N <br />NEAR REINFOR. <br />BAP IN COLUMN <br />SHEID S APPROXIMATE4` N WEST A ABOVEFINISHED CE OF <br />PIERGRADE. <br />6'-0" <br />3/LR <br />CLR <br />DJFORML1NER RELIEF <br />ARCHITECTURAL TEXTURE DETAIL <br />14°0" <br />NOT 10 SCALE <br />III BRIDGE <br />ANDTRAM, ITERLE I <br />WOUTN <br />WORKING L.E <br />UPIER 4J <br />rcMONNO X l <br />PlER COLUMN <br />SEE DETAIL <br />14 - 4P504 nOP1,14 - P1001 TOT./ <br />FOOTING PLAN <br />®BOLTON <br />& MENK <br />5 BEAM <br />SEAM SPACING <br />"TIP uummu <br />---- �I� --EL BEAM .P. 00 <br />Ili <br />-UBB <br />TRAa, GXTTERLINE <br />ivpI— GUT TERu"E AND woarclNc uNE 'I <br />/ ,-Q BRG. PSPAN451 <br />III/H --�� PIER <br />14'-10" 1'-4" <br />q BOTTOM TRUSSBOTTOM TRUSS - <br />PLAN <br />50 BRIDGE—{ B-n <br />EL 89260 EL.892.60�- <br />_.„9- I EL EL.891.45 <br />EYWAY <br />KEYWAY .817 <br />I KEYWAY <br />ELEVATION <br />PENGINEER SIGNATURE <br />WORRK]. PmNT DIMENS1ONS <br />BEARING SPACING <br />EL. 892.35 <br />EL. 891.11 <br />SUMMARY OF QUANTITIES <br />FOR PIER 4 <br />STRUCTURAL CONCRET <br />REINFORCEMENT BARS E t3B5L1 2218 POUND <br />ICP <br />REINFORCEMENT BARS CONCRETE <br />T ToARE .SHL AR STONE/ TI COLOR) 5TJ SO FT <br />POUND280 SO FT <br />TINGLE COLOR/ 365 SO FT <br />NOTES <br />0 BASED DN ASSUMED BEAM. S17E/THICKNESS; SEE PREFABRICATED I RUSS ETTA. S <br />.VERTU F1NAL PEDESTAL <br />BEARING s AL ELLEVAnGNS UPON APPROVAL <br />OF TRuss SHOP DRAWINGS.HAVE <br />O TOP OF FOOLING SHALL HAVE A MINIMUM OR 1'-6" SO]L COVER. <br />o-\ <br />NTLE <br />PIER 4 <br />DETAILS & REINFORCEMENT <br />I -KEYWAY <br />SECTION B - B <br />S.A.P.199-010-012 'TRIDGE NO. <br />SHEET NO. 56 OF 99 SHEETS I 02053 <br />