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PIER 6 <br />SPREAD FOOTING LOAD DATA <br />l*FA 1 61 TONS/SO FT. <br />EEFECn VE WIDTH ID PIER) <br />ER1 III <br />FFEET <br />EVE LENGTH I <br />t CTIT 13 3 <br />FACTORED BARING <br />REST SI ANCE �e'9„ <br />3%L" CLR. <br />J.70 TON.SO.FT. <br />2" MIN <br />6BASED ON SERVICE I LOAD COMBINATION CLR. <br />NEARIREINFORCING— <br />NOTE: SET STAINLESS STEEL NAIL/PIN <br />W ITH CUT "X" IN EXPOSED HEAD (FLUSH <br />W ITH FINISHED CONCRETE <br />PP A WEST PIER <br />FACE DF <br />ABOVE FINISHED GRADE. <br />APPROXIMATE a 1.5" MAX DEPTH 0 J <br />ARCHITECTURAL TEXTURE DETAIL <br />NOT TO SCALE <br />BRIDGE— <br />BL TRAIL. GUTT ERLI NE---.0].(1, <br />GUTTERUNE KEY WAS" % 5-0 <br />PIER COLUMN <br />SEE DETAIL <br />FOOTING PLAN <br />LLA <br />®BOLTON <br />& MENK <br />2'0" <br />BEAM SPACING BEAM SPACING <br />BEAM BEAM <br />BRIDGE <br />w P v^-N�1j_A <br />fiGOT ._I p•i <br />TYR. CL BEAM <br />9„ 1---CL BEAM <br />BRG. (SPAN YI O <br />PIER <br />— L BBRD (SPAN 6) <br />GUTTERUNE—I BE PLAN wealloTFA1L, WORKING LINE <br />EL. 892.890, CL BRIDGES <br />KEYWAY L EL. 890P49 E890.35— <br />B EL.892.78 <br />l I <br />EL 802.53 <br />F-�—� 006� <br />EL. 890.10 <br />KEYWAY <br />—SEE ARCHITECTURAL <br />TEXTURE GETAIL <br />o> ea �CONST. JT. !INCLUDE KEYWAY) <br />II —i <br />KEYWAY <br />I B� <br />ELEVATION <br />PENGINEER SIGNATURE <br />EL. 865.77 <br />SUMMARY OF QUANTITIES <br />FOR PIER 6 <br />CONCRETESTRUCTURAL REINFORCEMENT BARSt38521 1645 POUND <br />REINFORCEMENT BARS )EPDXY COATED( 4462 POUND <br />ARCHITECTURAL CONCRETE TEXTURE 1ASHLAF STONE) .7 SO FT <br />ARCHITECTURAL CONCRETE TEXTURE IT HIN BFICK) 272 SO ET <br />ARCHITECTURAL SURFACE FINISH DINGLE COLOR) 32T SO ET <br />ARCHITECTURAL SURFACE FINISH MATT COLOR) 272 SO ET <br />ANT1-GRAFI.] COAT]. 380 SO ET <br />NOTES <br />© TOP OF FOOTING SHALL HAVE A MINIMUM DF 156 SOIL CODER. <br />CONTRACTOR SHALL FIELD VEF1FY LOCATION OF T1E-IN POINTS TO NORTH ST. <br />ST AT1ON COLUMNS TO .RIFY REO.RED LENGTHS OF STEEL BEAMS DOR THE CL <br />MAY BE PRIOR ' BEARING STEEL BEAMS BE FURTHER ADJUSTED+" (OUTWARD, OR (LNWARDI AS NEEDED INTHEFIELD. <br />1 <br />NTLE <br />PIER 6 <br />DETAILS & REINFORCEMENT <br />KEYWAY (T YPF <br />KEYWAY <br />E KEY WAYITY P.1 <br />SECTION B - B <br />S.A.P.199-010-6112 'IRIDGE NO. <br />SHEET NO. 60 OF 99 SHEETS I 02053 <br />