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to <br />um <br />A B D <br />20'—Or <br />FIELD VERIFY <br />12 <br />4 F__�� <br />E <br />T/CURB ILCURB DATUM <br />"'_�ATUM <br />­7 ­7 <br />... ... �IJ <br />6/S2 <br />IF= <br />NEW COLUMN/ <br />LINE <br />4 S2 <br />um <br />B ADD STIFF <br />I X 3 X DEPTH <br />OF BEAM <br />TYP EA SIDE <br />REF 1/52 FOR <br />CONN (SHOPWELD) <br />WP <br />EXIST - <br />12 1 25 <br />USE JPAPER <br />�rAS <br />REOD <br />EXIST. 8 WIF 24 <br />TO BE REMOVED <br />BURN OFF AT <br />NEW W12 <br />X 40 <br />EXIST. PLATE <br />AND GRIND SMOOTH <br />It I x 9 X I --,r <br />NEW COLUMN <br />WELD TO EXIST <br />PLATE AS SHOWN <br />SECTION SCKL. in=l.—F 3) <br />BUILDING SECTION SCALE: _� 7) <br />2* <br />B <br />MILL COL 0 BASE <br />13ASE ELME <br />PLATES T&B <br />1,-1'10! <br />X I d, X 1 0-90 <br />Pur <br />W/ (4) 1-0 AB <br />Afl DBL NUTS FOR <br />TYP\ <br />LEVELING <br />T&B/l I V <br />I �* NON —SHRINK <br />G OUT <br />PUNTH V—Or X l'—ICr <br />ril <br />#4 TIES El ­ ........ <br />T/CURB CONTRACTOR TO <br />4! oc <br />DATUM FIELD' VERIFY <br />:� <br />SAW CUT of \1 <br />EXIST CONC AND <br />REPLACE AFTER <br />V- <br />� <br />FOOTING & PLINTH <br />ARE POURED <br />CONCRETE FILL <br />NEW COLUMN <br />FIRM UNDISTURBED <br />COMPETENT BEARING <br />(TYPICAL) <br />FTO SIZE & REINIF <br />SURFACE <br />(4) f 5 EA WAY <br />PER PLM OR BLDG SECTION <br />SECTION <br />4 <br />;:c <br />SCAM- I cr <br />D <br />EXIST <br />121 25 <br />EXIST 8 WF 24 <br />TO REMAIN <br />I V %_1 <br />14EW ­` <br />PIPE COLUMN <br />It i X 7 X 0--gr <br />FIELD TIRIM TO FIT <br />SECTION <br />SCALE. r=l'—CF <br />RAIL c <br />REF CTC: DIM 7"m <br />ON ELEVATION <br />PIECE OF <br />8 WF 24 <br />REUSED <br />(2) <br />E A SfD'E <br />BRIDGE CRANE <br />BY OWNER <br />SPLICE RAIL <br />BEAM 0 EA <br />COLUMN <br />,L—�cp <br />IX 3 X COL. DEMIJ <br />TIFF PLATIL EA SIDE <br />(TYPICAL) <br />I v <br />EXIST COL. <br />NOTE: CONTRACTOR TO COORDINATE CLEARANCES FOR <br />NEW BRIDGE CRANE W`ITH EXIST CONDITIONS SHOO <br />SECTION <br />SCALE- -1,—Cr <br />V.r If <br />X 21 STIFF PLATE <br />SIDE TYP <br />(2) Iwo A325SC <br />BOLTS EA SIDE <br />(4 TOTAL) <br />PIECE OF <br />WIO X 26 <br />WIO X 26 MONORAIL <br />SPUCE 0 SUPPORT <br />PAL (TYPICAL) <br />NOTE: CONTRACTOR TO COORDINATE MONORAIL <br />ULIAILZI W11M bUrrULK <br />SECTION <br />2 <br />SCAILE: 1,4 <br />9D <br />t_0 <br />_61- 0 <br />NEW S' SM — <br />PIPE COLUMN <br />It in X 2 X 12 <br />W/ (4) fIll HILTI EXIST CONIC <br />HVA ANCHORS OR SLAB ON GRADE <br />EQUIV <br />to <br />1 in NON -SHRINK <br />G OUT <br />SECTIO-Nam,&,. <br />SCAM f =I $—or <br />3 W Lt3 U U IL <br />APR 19 lCiSil"t <br />m 11 <br />m m <br />