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PIER 5 <br />SPREAD FOOTING LOAD DATA <br />1.81 TONS/SO.FT. <br />13.2 FT. <br />2" MINI <br />CLR. <br />+ BASED ON SERVICE I LOAD COMBINATION <br />BAR . COLUMN <br />OF_[ <br />FORMLINER RELIEF <br />ARCHITECTURAL TEXTURE DETAIL <br />NOT ID SCALE <br />BRIDGE--..1 <br />BL AND WOF.ING LINE <br />— I <br />I 4 <br />X PIER 5� _ _IL <br />KEYWAY <br />4-0U1TERLINE <br />PIER <br />DETAIL SEEDE <br />13 SPS.6 1'-0" = 1+-0" <br />19 - 5P504 MOP., 19 - 5P1001 I1301.1 <br />FOOTING PLAN <br />BRDIBE <br />90 I+ <br />4 B <br />1--5 BEP <br />3_3 M 0_6 <br />BEAM SPACING <br />cuTTERUNE— PLAN <br />rBRG.ISPPN 61 <br />f — rXL PIER 5 <br />O sir [ B G .SPAN 5, <br />FL R. <br />T—BLTRNLGUTTERLINE <br />6 6 <br />aEIocE! B <br />EL Mg aei ni� —EL e waRTw <br />®BOLTON <br />& MENK <br />D <br />KEYWAY MR I <br />' I KEYWAY <br />SEE ARCHII ORAL <br />r TEx uRE DETAIL <br />)TYPE I <br />\\\\\ `Co T.JT.r]NCLUDE KEYWAY) <br />ELEVATION <br />ENGINEER SIGNATURE P <br />A <br />A <br />EY <br />EL. 807.49 <br />SUMMARY OF QUANTITIES <br />FOR PIER 5 <br />CONCRETESTRUCTURAL REINFORCEMENT BARSt3B52I 2469 POUND <br />REINFORCEMENT BARS !EPDXY COATED) 4120 POUND <br />ARCHITECTURAL CONCRETE IE.,: 'ASHLAR STONE, 84 SO FT <br />ARCHITECTURAL CONCRETE IE..: 'THIN BRICK) 194 SO FT <br />ARCHITECTURAL SURFACE FINISH ISINDLE COLOR) 3.1 SO FT <br />ARCHITECTURAL SURFACE FINISH 'MULTI COLOR) 194 SO FT <br />ANTI-GRAFI.] COATING 278 SO FT <br />NOTES <br />0 TOP OF FOOTING SHALL HAVE A MINIMUM OF I -6 SOIL COVER <br />SET „GNLESS SWITH <br />FINISHED CONCRETE FACET. IN NEST FACE OF PIER APPROXIMATE 4'ABOVEFINISHED GRADE <br />o-\ <br />PIER 5 <br />DETAILS & REINFORCEMENT <br />SECTION B - B <br />S.A.P.199-010-0112 'TRIDGE N0. <br />SHEET N0. 58 OF 99 SHEETS I <br />02053 <br />