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PIER 1 <br />SPREAD FOOTING LOAD OATH <br />2.12 TONS/SO.0. <br />IO2 20 TONS00 FT <br />*BASED ON SERVICE I LOAD COMBINATION <br />NEAR REINEORCINC <br />BAR IN COLUMN <br />1 5" MAX DEPTH of <br />FORMLINER RELIEF <br />ARCHITECTURAL TEXTURE DETAIL <br />NO1 TO SCALE <br />O BRIDGE <br />BL TRAIL, AND WORKINE� <br />WORKING LINE <br />I I I <br />W PIER 1EL <br />ro <br />KEYWAY <br />SEE DET AIL <br />PIER COLUMN <br />FOOTING PLAN <br />op <br />®BOLTON <br />& MENK <br />3 _3 8_63_3 <br />BEAM SPACING <br />PE BEAM <br />GUTTERLIN 16 <br />TYP. -S BRIDGE -S BEAM <br />TRAuGUTTERUNE <br />AND WOR]NG L]NE <br />3 SPACES PLAN D G <br />q BRIDGE - B� <br />_-EL. 888.80 EL 888.00i <br />'/ / <br />G�-o��r-ry <br />ELEVATION <br />PENGINEER SIGNATURE <br />/01 <br />BRG.ISPAN 21 <br />wl PIER 1 <br />\ f BRO *SPAN 11 <br />EMBEDDED BEARING <br />PAD TYPE E4 <br />EP <br />WORKING POINT DIMENSIONS <br />BEARING PAD SPACING <br />EL. 891.67 <br />EL 888.46 <br />-SEE ARCHITECTURAL <br />CONST. 35. (INCLUDE NEYWAY1 <br />A <br />EL. 863.13 <br />SUMMARY OF QUANTITIES <br />FOR PIER 1 <br />CONCRETESTRUCTURAL REINFORCEMENT BARSt3 B521 1566 POUND <br />REINFORCEMENT BARS IEPDXY COATED) 455E POUND <br />ARCHITECTURAL CONCRETE TEXILIRE **OAR STONE, 84 SO ET <br />ARCHITECTURAL CONCRETE *XI URE MHIN BRICK/ 231 SO FT <br />ARCHITECTURAL SURFACE FINISH MINCH COLOR/ 3124 SO FT <br />ARCHITECTURAL SURFACE FINISH MALT] COLOR/ 231 SO FT <br />ANTI-GRAFITTI COATING 315 SO FT <br />NOTES <br />© TOP OF F001IN0 SHALL HAVE A MINIMUM OF 06 SOIL COVER <br />SET STAINLESS STEEL NAIL/PIN WITH CUT "k" IN EXPOSED HEAD <br />(FLESH 1561H APPROXIMATE FINISHED <br />WEST FACE OF PIER <br />DVE FINISHED GRAPE <br />KEYWAY 1001 <br />KEYWAY i P10 <br />o-\ <br />PIER 1 <br />DETAILS & REINFORCEMENT <br />3' <br />s 3' <br />q PIER 2 <br />-FEYWAY <br />SECTION B - B <br />S.A.P.199O10 -012 'TRUDGE NO. <br />SHEET NO. 50 OF 99 SHEETS I <br />02053 <br />