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PIER 2 <br />SPREAD FOOTING LOAD DATA <br />I*ACTORED DESIGN <br />BEARING PRESSURE <br />EFFECTIVE WIDTH B' <br />RSISTANE CR E1ARIq GR)L <br />EPIER) <br />1.87 IONS/SO.0. <br />11.1 Fl. <br />1.89 TONS/SO.F I. <br />*BASED ON SERVICE I LOAD COMBINATION <br />NEAR REINFORCIN <br />BAR IN COLUMN <br />1.5" MAN DEPTH o1 <br />FORMONER RELIEF <br />NOI* SET STAINLESS STEEL NAIL/PIN WITH <br />E HEAD *LUSH AGIN <br />FINISHED CONCRETE FACE), ACE), IN WEST FACE OF <br />PIER APPRONIMADE 4' ABOVE FINISHED GRADE. <br />ARCHITECTURAL TEXTURE DETAIL <br />NOT TO SCALE <br />FE BRIDGE---H <br />BL TRAIL IBL). GUTTERLINE-N, <br />D WORKING LINE <br />4 <br />R 2r it <br />q PIE 1-r <br />KEYWAY <br />ERLINE <br />SEER EOUMN LN <br />FOOTING PLAN <br />Q�CL BOTIOM TRUSS <br />aOLDIE *ALINE -I <br />COBOLTON <br />& MENK <br />CL BOTTOM TRUSS <br />1-0 BEARING SPACING <br />2,9" WORKING POINT DIMENSIONS <br />2 �,11: BL TRAILR,GUTTERLINE 1 <br />''"2" <br />-2 III I RIP. I PND W R ]NG LINE <br />RG. )SPAN 3) <br />ni_ <br />B <br />IBRG)SPAN 2) <br />BEAM-- <br />SCE BRIDGE <br />BEAM SPACING <br />PLAN <br />5 BRIDGE- <br />'�EL. 891 T2 <br />rEL. 890.56 <br />EL EL. 890 <br />_ 42" X 6" X 3'-0" <br />EL. 891.4T <br />EL. 890.22 <br />SUMMARY OF QUANTITIES <br />FOR PIER 2 <br />REINFORCEMENT BARS 2284 POUND <br />REINFORCEMENT BARS !EPDXY COATED) 6037 POUND <br />ARCHITECTURAL CONCRETE TEXTURE !ASHLAR STONE) 107 SO F <br />ARCHITECTURAL CONCRETE TENIURE WHIN BRICK) 312 SO FT <br />ARCHITECTURAL SURFACE FINISH ISINGLE COLOR) 365 SO FT <br />ARCHITECTURAL SURFACE FINISH LMULT] COLOR) 312 SO FT <br />ANTI-GRAFITTI COATING 420 SO FT <br />NOTES <br />O BASES ON ASSUMED BEARING SIZE/;THIC INESS'REEE. PREFABRICATES STRU55 DETAILS L <br />TRUSSOF G O TTOP OFF00TING DRAWINGS <br />HAVE A MINIMUM OF 1'-0" SOIL COVER. <br />KEYWAY WAPA EWAN MR <br />gM EDGE OF P]ER C i FRDM EDGE OF PIER CAP <br />277 /1 , <br />ELEVATION <br />PENGINEER SIGNATURE <br />-KEYWAY <br />B-J <br />EL. 864.14 <br />PIER 2 <br />DETAILS & REINFORCEMENT <br />CREE 3R52 <br />SECTION B - B <br />S.A.P.l99 010-' I2 'TRIDGE N0. <br />SHEET NO. 52 OF 99 SHEETS I <br />02053 <br />