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TUNNEL SCHEDULE <br />BASE SLAB <br />WALLS <br />ROOF SLAB <br />ARCHITECTURAL <br />UTILITY TUNNEL <br />T/BASE SLAB <br />T/ROOF SLAB <br />REINFORCING <br />REINFORCING <br />REINFORCING <br />MARK <br />NUMBER <br />WIDTH <br />HEIGHT <br />ELEVATION <br />ELEVATION <br />I <br />THICKNESS <br />B-1 <br />B-2 <br />B=3 <br />B-4 <br />THICKNESS <br />W-1 <br />W-2 <br />W-3 <br />W-4 <br />THICKNESS <br />R-1 <br />R-2 <br />R-3 <br />R-4 <br />L <br />T-1 <br />5 <br />181=0" <br />13'=6" <br />73'-9" <br />90'=0" <br />2'=9" <br />#7 @ 10" O.C. <br />#9 @ 10" O.C. <br />#7 @ 10" O.C. <br />#7 @ 10" O.C. <br />241 <br />0 @ 10" O.C. <br />#7 @ 10" O.C. <br />#5 @ 10" O.C. <br />#5 @ 10" O.C. <br />2°-9" <br />#7 @ 10" O.C. <br />#8 @ 10" O.C. <br />#7 @ 10" O.C. <br />#7 @ 10" O.C. <br />10'-0" <br />T-1A <br />5 <br />16-8" <br />13'-6" <br />73'-9" <br />90'=0" <br />2'-9" <br />#7 @ 10" O.C. <br />#9 @ 10" Q.C. <br />#7 @ 10" O.C. <br />#7 @ 10" O.C. <br />2'-3" <br />#8 @ 10" O.C. <br />#7 @ 10" O.C. <br />#5 @ 10" O.C. <br />#5 @ 10" O.C. <br />2'-9" <br />#7 @ 10" O.C. <br />48 @ 10" O.C. <br />#7 @ 10" O.C. <br />#7 @ 10" O.C. <br />10'-0" <br />T-2 <br />2 <br />12'-4" <br />13' 7" <br />84°-5" <br />99°=6" <br />1'=6°° _F <br />#7 @ 9" O.C. <br />#7 @ 12" O.C. <br />46 @ 12" O.C. <br />#6 @ 12" O.C. <br />V-4" <br />#7 @ 10" O.G. <br />#7 @ 10" O.C. <br />#4 @ 12" O.C. <br />#4 @ 12" O.C. <br />1'-6" <br />#6 @ 10" O.C. <br />#7 @ 10" O.C. <br />#6 @ 12" O.C. <br />#S @ 12" O.C. <br />10'=0" <br />— <br />T-3 <br />2 <br />12'-4" <br />1 V-4" <br />84'-5" <br />97'-3" <br />1'=6" <br />#7 @ 10" O.C. <br />47 @ 12" O.C. <br />#6 @ 12" O.C. <br />#6 @ 12" O.C. <br />1'4" <br />#7 @ 10" O.C. <br />#7 @ 10" O.C. <br />#5 @ 12" O.C. <br />#5 @ 12" O.C. <br />V-6" <br />#6 @ 10" O.C. <br />#7 @ 10" O.C. <br />#6 @ 12" Q.C. <br />#6 @ 12" O.C. <br />0'-0" <br />,i <br />T-4 <br />5 <br />18'-0" <br />20'-1" <br />67'4' <br />90'=0" <br />2'4' <br />#7 @ 10" O.C. <br />49 @ 10" O.C. <br />#7 @ 10" O.C. <br />#7 @ 10" O.C. <br />2'-6" <br />#8 @ 6" O.C. <br />#7 @ 8" O.C. <br />#7 @ 10" O.C. <br />#7 @ 10" O.C. <br />2'-9" <br />#7 @ 10" O.C. <br />#8 @ 8" O.C. <br />#7 @ 10" O.C. <br />#7 @ 10" O.C. <br />10'-0" <br />T-5 <br />6 <br />111-0" <br />13-6" <br />73'-9" <br />89'-l" <br />2'-0" <br />#8 @ 10" O.C. <br />#7 @ 10" O.C. <br />#6 @ 10" O.C. <br />#6 @ 10" O.C. <br />2'-3" <br />#7 @ 10" O.C. <br />#8 @ 10" O.C. <br />#5 @ 10" O.C. <br />#5 @ 10" O.C. <br />1'-10" <br />#6 @ 10" O.C. <br />#7 @ 10" O.C. <br />#6 @ 10" Q.C. <br />#6 @ 10" O.C. <br />3-0"jA1 <br />f— <br />uj <br />T-6 <br />2 <br />12'-4" <br />12'®1" <br />84'-5" <br />98'=0" <br />V-6" <br />#7 @ 9" O.C. <br />#7 @ 12" O.C. <br />#6 @ 12" O.C. <br />#6 @ 12" O.C. <br />1'-4" <br />#7 @ 10" O.C. <br />#7 @ 10" O.C. <br />#4 @ 12" O.C. <br />#4 @ 12" O.C. <br />V-6" <br />#6 @ 10" Q.G. <br />#7 @ 10" O.C. <br />#6 @ 12" O.C. <br />#6 @ 12" O.C. <br />4'-0" <br />0 <br />10 <br />_N�� <br />e"vo��� <br />I _114���� <br />1, <br />T-7 <br />4 <br />11' 0" <br />9'-4" <br />89'-2" <br />99'-6" <br />1'=0" <br />@ 12" O.C. <br />#6 @ 12" O.G. <br />#5 @ 12" O.C. <br />#5 @ 12" Q.C. <br />1'=0" <br />#6 @ 12" O.C. <br />@ 12" O.C. <br />#4 @ 12" O.C, <br />#4 @ 12" Q.C. <br />1'-0" <br />#6 @ 12" O.C. <br />#6 @ 12" O.C. <br />5 @ 12" O.C. <br />5 @ 12" O.C. <br />T-O"11A <br />NOTE: <br />BACKFILL EQUALLY ON BOTH SIDES <br />OF TUNNEL. <br />GRADE BEAM WHERE <br />OCCURS, SEE PLAN - <br />o <br />I I i <br />I ! I <br />! ! I <br />B I I <br />i I ! <br />I I I <br />I I I <br />TUNNEL <br />I 12"x i 2" (MAX) CUT OUT @ 5'-0" o.c. <br />@ (SPACING TO LOCATE AT MIDSPAN AS SHOWN (NOTE 5) <br />MATCH UU 1 SPACING) 2a <br />SPACE AT'W-1 <br />SPACING AT GRADE LAP ATI MID SPAN <br />BEAMS FOR A DISTANCE c„ R 2 <br />OF THE GB WIDTH +4'41 R=4 <br />R-2-AI <br />n 1(4d <br />NOTCH FOR SLAB -ON -GRADE <br />d d ade d a d ° WHERE OCCURS <br />I I <br />(4) #7 e ° °A 4 (4) #7 CORT <br />CONT °. ° ° - ° <br />LAP <br />FORM SAVERS TO <br />MATCH GRADE BEAM W L <br />REINFORCING <br />2 <br />CL <br />PROVIDE (4) ADD'L VERT BARS & <br />DOWELS E.F. AT GRADE BEAMS (PLACI <br />BETWEEN TYP BARS) <br />NONWOVEN GEOTEXTILE <br />FILTER FABRIC <br />PERFORATED PIPE. SEE CIVIL <br />DWGS FOR ADD'L INFO.-------,, <br />�qq <br />iJ <br />"WALL "WALL <br />V-0" THICKNESS" "WIDTH" THICKNESS" V-0" <br />TYPICAL TUNNEL SECTION <br />SCALER/2" = V-0'° _ <br />0 <br />NOTES: <br />1. PROVIDE WATERPROOFING FOR TUNNEL ROOF, WALLS, AND BASE (SEE ARCHITECTURAL DRAWINGS FOR DETAILS). <br />2. ALL CONCRETE SHALL DEVELOP fc' = 5000 PSI MINIMUM @ 28 DAYS. <br />3. MAXIMUM SPACING OF CONSTRUCTION JOINTS SHALL BE 80'-O". MAXIMUM SPACING OF CONTROL JOINTS SHALL BE 40'-0". SEE DETAILS THIS SHEET. <br />4. SEE SHEET S2b FOR LAP LENGTHS. <br />5. SEE MEP DRAWINGS FOR OPENING SIZES AND LOCATIONS. <br />24"0 (MAX) CORE DRILL @ 10'-0" o.c. -' <br />LOCATE BELOW CHAMFER AS <br />SHOWN (NOTE 5) <br />DOWELS TO MATCH <br />VERTICAL O.F. REINF. <br />I <br />(4) ADD'L TOP & BOTTOM BARS <br />(PLACE BETWEEN TYPICAL BARS) <br />SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE <br />A 777X CWC NEW BUILDING -RECORD WBS 2548317 KRW DPB 01/03117 <br />Q cr) <br />Jco <br />�LU <br />z <br />0 <br />s � <br />0.1T <br />a <br />a Q d <br />a <br />1 da - <br />° 4 a v cv <br />a i— <br />d _ <br />WATERSTOP — <br />#5 DOWELS x 4'-0" @ 2'=0" O.C. <br />(ALTERNATE SIDES) <br />TUNNEL <br />C`ONSTRUCTION JOINT DETAIL <br />SCALE:NTS <br />w <br />/" RADIUS _ <br />\ d l 0.1 T <br />wil <br />Q <br />1 a <br />d O- <br />Q <br />a 4 <br />Q <br />Q WATERSTOP <br />�LU <br />cn LU <br />w #5 DOWELS x 4'-0" @ 2'®0" O.C. <br />� (ALTERNATE TOP & BOTTOM) <br />SCALE:NTS <br />0 TIN <br />ACCEPT40 <br />DESIGN AND/OR <br />SPECIFICATIONTHIS <br />APPROVED <br />_• <br />0MI: <br />f <br />)Alt SUBTITLE <br />10/09/14 <br />10/09/14 <br />TITLE <br />10/09/14 <br />SLAB & WALL JOINT <br />4 — — — — — — r5 <br />---- I ----- S267 <br />I <br />S267 <br />I <br />5267 <br />TUNNEL <br />CONSTRUCTION JOINT', O,, <br />SCALE:1/4"= V-0" <br />EXTERIOR <br />2° <br />1 11 <br />CONTINUOUS CLM 2-0 <br />FORMED NOTCH <br />O d <br />d a G <br />#5x4'=0" @ 2'=0" <br />TUNNEL WALL <br />CONTROL JOINT I <br />SCALE:NTS <br />(SPACE MIDWAY BETWEEN CONSTRUCTION JOINTS) <br />#5 x 4'-0" @ 2'-0" O.C. <br />JOB NO. <br />DWG NO. <br />EVERETT, WA <br />2'-0" <br />mom <br />JOINT SEALER <br />AT BASE SLAB <br />COMP NO. <br />- 15267 <br />STRUCTURAL MASTER <br />40-056®S267 <br />