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STEEL PLATE SEE PLAN FOR SLAB INFO <br />SEE A/S317 <br />T/ SLAB <br />III„II I II I I� � 1 2" CLR q III -I lI I <br />Gq Q (2) #5 CONT (TYP <br />® WATERSTOP (TYP) <br />#5 @ 12" O.C. (TYP) 4 e G Q <br />co <br />#4 @ 12°' U.C. <br />=1 1=1 1-1 1-1 <br />#4 @ 12" O.G.(--- <br />CENTERED Ix <br />1'-0SEE PLAN 1-0" a o <br />2 11 ' <br />CLR - <br />O <br />H <br />SECTION <br />I <br />r <br />TO "AMPLITUDE (DO SEE PLAN FOR SLAB INFO <br />NOT ROUGHEN AT <br />WATERSTOP, TYP) T/ SLAB <br />100'-0w <br />F!6 I!I IIIIIIII a III�IIIII ,�Ido <br />1 <br />2" CLR E.F. 4 WATERSTOP (TYP) <br />a <br />#5 @ 12" O.C. V. E.F. (TYP) G . <br />#4 @ 12" O.C. H. E.F. (TYP) ° 32°' DIA MECHANICAL <br />42" DIA MECHANICAL <br />4Y" 54 4�4"3 4' OPENING IN TUNNEL <br />a OPENING IN TUNNEL WALL BEYOND <br />WALL BEYOND <br />DOWELS TO MATCH a FOR WATERPROOFING <br />VERT. REINF. ° p a_ SEE ARCH DWGS <br />a 1„ <br />d -0 <br />d <br />d <br />- <br />#5 @ 12" O.C. T&B ® I <br />a <br />#5 @ 12" O.C. T&B <br />J <br />I 101, <br />d. <br />d <br />10" <br />T/ SLAB <br />95 -6" <br />-J <br />SCALE:3/4" v V-13" TN S16-17 1 S316 <br />OOS10-1 <br />1 S60-17 <br />REMOVABLE 3/4" GAP FOR SLAB ON <br />STEEL PLATE �g GRADE, SEE PLAN <br />SEE A/S317 <br />° dp <br />° T/ TUNNEL <br />99'-6e° <br />CHAMFER a <br />EDGE #5 DOWELS ° <br />4 - <br />@ 12" O.C. aIV <br />(CENTER ON <br />dq d d WALL) - - a <br />41 <br />d e <br />DRILL & <br />EPDXY d <br />I I I I I I i <br />#4 @ 12" O.C. <br />FOR REINF. <br />SEE A/S316 n ° ° #5 @ 12" O.C. T/ SLAB <br />° a ® CENTERED EL. 96-15" <br />#5 DOWELS @ 12" O.C. 2" CLR <br />'I <br />GRADE BEAM d <br />a q (CENTER ON SLAB) <br />WHERE OCCURS, <br />SEE PLAN <br />4 <br />SCALE:3/4" 0 V-0" <br />1/2°° ISOLATION a e a CORE DRILL PER <br />JOINT MATERIAL p 4 SECTION A/5267 <br />° DRILL & <br />III III III II <br />FOR REINF., SEE � ® 1-9„ �fd d EPDXY <br />SECTION B/S316 0 = <br />SEE S267 FOR <br />L8. <br />3'-62 q q TUNNEL <br />REINFORCING <br />ROUGHEN SURFACE G p I <br />TO I. AMPLITUDE (DO ° <br />NOT ROUGHEN AT <br />WATERSTOP, TYP) <br />111.161t-11r _ <br />rr j r rr r <br />1S60-17 1S60-22 <br />I REVISION I BY 1 APPROVED I - DATE- - I SYM REVISION <br />A I 777X CWC NEW BUILDING - RECORD WBS 2548317 1 KRW I DPB 1 09 L 103/17 <br />REMOVABLE 3/4" ( <br />ROUGHEN SURFACE STEEL PLATE 8316 5313 <br />TO!"AMPLITUDE (DO SEE A/S317 SEE PLAN FOR SLAB INFO <br />NOT ROUGHEN AT <br />WATERSTOP, TYP) T/ SLAB <br />40 <br />vV <br />4 4 100°-0" <br />d . <br />G .q <br />4 <br />a <br />q <br />=III „I I 1-I=,1 <br />Lu <br />Lu <br />co <br />#5 @ 12" O.C. V. E.F. (TYP) <br />#6 @ 10" O.C. H. E.F. G <br />WATERSTOP (TYP) <br />° <br />EXTEND 4'-0" BEYOND PILE CAP 10". <br />PILE CAP, 2" CLR E.F. ® <br />u; <br />° #4 @ 12" O.C. H. E.F. <br />SEE PLAN d <br />MECHANICAL <br />DOWELS TO MATCH a <br />OPENING IN TUNNEL <br />VERT. REINF. <br />T/ CAP d <br />WALL BEYOND <br />97,-Ow <br />FOR WATERPROOFING <br />SEE ARCH DWGS <br />1'-011 FOR REINF SEE B/S316 <br />q a d <br />LL° <br />T/ SLAB <br />° <br />96-13" <br />° <br />d <br />Ali <br />° d <br />q <br />-1 1—III—I 11-1 I <br />V COMPRESSIBLE <br />MATERIAL <br />"" ISOLATION JOINT 5" <br />V-4" MIN <br />10" <br />MATERIAL <br />V-8" MAX <br />SEE PLAN <br />SECTION <br />SCALE:3/4" = V-0" <br />i <br />GAP 2 <br />FOR SLAB ON <br />REMOVABLE 3/4" GRADE, SEE PLAN <br />STEEL PLATE <br />SEE A/S317 <br />Q <br />CHAMFER-�- <br />EDGE #5 DOWELS <br />@ 12" O.C. 4 <br />d Q <br />(CENTER ON <br />WALL) <br />G <br />d 4 <br />t8" <br />DRILL & <br />d. <br />1 <br />d <br />EPDXY41 <br />4 <br />p' <br />4 <br />#4 @ 12" O.C. <br />° q <br />FOR REINF. <br />d. d <br />#5 @ 12" O.C. <br />- <br />SEE A/S316 <br />c <br />CENTERED <br />® q <br />d d <br />° <br />� <br />° <br />#5 DOWELS @ 12" O.C. <br />2" CLR <br />FOR REINF. <br />° <br />a <br />I (CENTER ON SLAB) <br />d <br />SEE PLAN <br />GRADE BEAM <br />° a <br />° <br />d <br />® v <br />WHERE OCCURS, <br />° 4 <br />Q <br />SEE PLAN <br />° G ° °° <br />° ° G <br />GORE DRILL <br />° <br />HOLES <br />1/2" ISOLATION <br />° <br />Q d <br />JOINT MATERIAL <br />7, <br />ROUGHEN SURFACE <br />ITT <br />— <br />° ° <br />TO 4" AMPLITUDE (DO <br />- <br />I I I� �— I I I I I I I I I <br />a <br />NOT ROUGHEN AT <br />FOR REINF., SEE <br />� 1'®01 <br />° . a <br />WATERSTOP, TYP) <br />SECTION B/5316 <br />0d <br />DRILL & <br />$ea' <br />® 3'-62°' <br />d 2,q3„ ° <br />EPDXY <br />Q <br />rG q G 4 c� <br />S316 S316 <br />q <br />q <br />� G Qd <br />d p - SEE SECTION <br />p B/3286 FOR <br />ADDITIONAL <br />° G 4 INFORMATION <br />NO SLAB AT T/SLAB EL. 90'-0" ® ° ° <br />SIMILAR SECTION <br />q <br />q ° <br />_4 d <br />®. fl 4�. °° <br />d p <br />FOR REINF., SEE - <br />p SECTION A/S515-2 <br />d <br />° p q <br />q dQ d d° <br />Q <br />G <br />d ° !® <br />4 - q <br />d 4 4 G <br />SCALE:3/4" = V-0" <br />BY I APPROVED I DATE <br />tr+� <br />TN1S10-17I S316 <br />00510-1'7 ' <br />1 S60-17 <br />NOTE: <br />BACKFILL EQUALLY ON <br />BOTH SIDES OF TRENCHES <br />ACCEPTABILITY <br />MEM <br />THIS DESIGN AND/OR <br />CHECKED <br />SPECIFICATION IS APPROVED <br />AHM <br />ENGINEER <br />APPROVED BY DEPT. I DATE <br />DPB <br />CHECKED <br />FASSIMIAVA <br />REMOVABLE 3/4" <br />ROUGHEN SURFACE STEEL PLATE S316 S313 <br />TO I" AMPLITUDE (DO SEE A/S317 /— SEE PLAN FOR SLAB INFO <br />NOT ROUGHEN AT <br />WATERSTOP, TYP) <br />T/ SLAB <br />d . <br />1II ICI —ICI _ L <br />Lu <br />#5 @ 12" O.C. V. E.F. (TYP) � � � ® #5 CONT (TYP) <br />#4 @ 12" O.C. H. E.F. (TYP) ° ° ° 'WATERSTOP (TYP) <br />MECHANICAL <br />2" CLR E.F. ® � ® ®� OPENING IN TUNNEL PILE CAP, <br />p WALL BEYOND SEE PLAN <br />DOWELS TO MATCH a <br />VERT. REINF. d T/ CAP <br />d 97'-0" <br />FOR WATERPROOFING Q <br />SEE ARCH DWGS <br />FOR REINF SEE G/S317 1-0 <br />4 ° d <br />a <br />d' <br />g <br />d d ° <br />III III III II °d ° <br />2° ISOLATION JOINT <br />MATERIAL <br />SCALE:3/4" ® 1 -13" <br />j <br />SCALE:3/4" = 1,-0" <br />1 °-4" <br />3„ 52" 5" <br />REMOVABLE ADJUST T/SLAB AS REQ'D TO ALLOW T/SLAB 8" GAP <br />STEEL PLATE TO BE 8" ABOVE TOP OF DUCT BANK <br />SEE A/5515-2 r — PROVIDE ADDITIONAL WALL REINF. PER E/S287 <br />° da <br />° 4 <br />° d ° <br />d <br />a° q <br />q a � <br />GRADE BEAM — <br />WHERE OCCURS, <br />SEE PLAN <br />SCALE:3/4" = 1 °-01" <br />)ATE SUBTITLE <br />10/09/14 <br />10/09/14 <br />TITLE <br />10/09/14 <br />4i r <br />. -4, ,_ - <br />TNIS`10-171 5316 <br />00510m1 <br />FOR SLAB ON <br />GRADE, SEE PLAN <br />-------------------------- <br />T/ TUNNEL <br />a 99'-6" <br />d d d <br />4� a <br />#5 DOWELS p q <br />@ 12"O.C. ° ° - d d p 19 <br />(CENTER ON <br />WALL) <br />d ° <br />a v d d G <br />d <br />DRILL & 8% q a <br />EPDXY - <br />d <br />T/ SLAB <br />° a EL. 95'-6" <br />q <br />#5 DOWELS @ 12"O.0 2" CLR CORE DRILL PER <br />F'77_71- <br />a (CENTER ON SLAB) SECTION A/S267 <br />FOR REINF., SEE <br />SECTION C/S317 <br />#5 @ 24" SEE E/S287 - <br />Q <br />a Q ° <br />® SEE 3267 FOR <br />TUNNEL <br />REINFORCING <br />° DRILL& <br />or 1 9e 6d 4 EPDXY <br />U <br />d <br />8 a 3'-6Y , <br />E, q <br />d d <br />as <br />ROUGHEN SURFACE <br />TO 4" AMPLITUDE (DO ° <br />NOT ROUGHEN AT <br />WATERSTOP, TYP) 11411 <br />➢ ,� 'S � :� q � os' St � k <br />FACILITY <br />R , t DES <br />IGN 5 B <br />STRUCTURAL 1L MASTER <br />DOS10-271 S316 <br />00510�3 <br />OOS10-37 <br />®r 611 11 2' <br />DATE 1 21 <br />,- ap-,in"4��➢" iYSI."rI <br />