|
�
<br /> . �
<br /> �L ,
<br /> r
<br /> �
<br /> G
<br /> �
<br /> \
<br /> O .
<br /> 0
<br /> �
<br /> 1 '
<br /> � LAP AT T/SLAB SEE PLAN FOR SLAB ON GRADE
<br /> TNVALL z
<br /> U MIDSPAN �EL.99'$" EL.99'-0" �.y
<br /> N �
<br /> . .. . a . ' ., �
<br /> .a a ' ' .. . e.m � < � , d • ' ., � • , � 'a
<br /> . ,'d . , . , ,F'.. , . . ' . ' . ''d — — '
<br /> 9 a e � a a: COLUMN BEYOND ,-
<br /> < a ° F . � a�e ' ��I I� �
<br /> �, 4 � a e Q a � < , ' , ,a � 1'-8° , 4'-0" WATERSTOP(TYP) r 1
<br /> , < � ° o ,a . a = �� 8: < `..�
<br /> aa . . N' . e a . .
<br /> Qa ,F. ' a� . a 4 , . —�y
<br /> 2"CLR TO HORIZ R INF ° ° a a 4 ° "a °°` ,a .° J `
<br /> � ' �dtl a �' . 4 . d �
<br /> �` � a , . #7 @ a��a.c. NorE:
<br /> � ° BACKFILL EQUALLY ON ALL �
<br /> ~� FOR REINF. #7 @ 12"O.C. � ° °`. .
<br /> ° � SEE PLAN ° , < SIDES dF TUNNEL. �/�
<br /> da°< " . #5 10"O.C.E.F. #5 @ 10" a.a d v J ,
<br /> 2"CLR ' #7 @ 10"O.C. � @ O.G E.F. , z
<br /> —► <.
<br /> ° . . `° . o
<br /> a ap
<br /> `.°a . #7 DOWELS @ 14"O.C. �• 1'-8" WATERST4P � , .
<br /> � 8n
<br /> a ed
<br /> °a:� . a . #�oawE�s @ s��o.c, °
<br /> .
<br /> ��a . �� 4 . a d aa. .
<br /> #5 DOWELS @ 10"O.C. #7 DOWELS ` �
<br /> `.. 12"O,C. , �
<br /> °` ". �° #7 @ 10"O.C. ROUGHEN SURFACE T0�"AMPLITUDE ° aa a a �° @ ° �: a L,L.
<br /> "`° a (DO NOT ROUGHEN AT WATERSTOP) Q TISlA6 � °
<br /> #7 @ 9"O.C. . : EL.90'-0" N U q: �
<br /> #7 @ 10"O.C.E.F. �
<br /> <4 ae. < ' '� T/SLAB O
<br /> g� <e 8, , � 8 a , . , � .
<br /> , a a� � EL.99'-6" �
<br /> a. ♦
<br /> ;a4 ., a e< N . . � 4 a ' QO m � a d� � � J`
<br /> <ad . . • a e ' � .µ7 .i �+ v
<br /> ,a Qe , .a �a Qa d ttf @ 12���.lJ. N .
<br /> e 4� a a 8. �a F. .
<br /> (4)ADD L TOP&BOTTOM BARS ROUGHEN SURFACE TO%"AMPLITUDE ° e
<br /> ° � � � (DO NOT ROUGHEN AT WATERSTOP) � `` � d ° a a a'
<br /> <..
<br /> 2"CLR '°- . ^ ` 2°CLR (PLACE BETWEEN TYPICAL BARS) N J a „ . `�
<br /> U ' � °a
<br /> —�- -
<br /> O FOR REINF.SEE LAN 2"CLR TO HORIZ REINF '
<br /> � `.. . N . ..,e,. 'e� � � .8 '
<br /> °: o a UNISTRUT P-3200 WITH HOT DIPPED °. #5 @ 10"O.C.E.F. .
<br /> � � � ':° PREGALVANIZED FINISH.SPACING SHALL BE FOR REINF.
<br /> 8'-0"U.N.O.MOVE TRANSV.REBARS TO � a a � a °= SEE PLAN
<br /> a 4 COLUMN BEYOND CLEAR UNISTRUTS WITH 2"MIN.(TYP.) a ,a 9 ', �7 @ 12���•�• � UNISTRUT P-3200 WITH HOT DIPPED PREGALVANIZED '
<br /> BUTTRESS BEYOND -
<br /> ae;e. <
<br /> °� " d 2�_3�� FINISH.SPACiNG SHALL BE 8'-0"U.N.O,MOVE TRANSV.
<br /> ° a. , .°� REBARS TO CLEAR UNISTRUTS WITH 2"MIN.(TYP.)
<br /> �a..' .. �
<br /> #7 DOWELS @
<br /> <a WATERSTOP #�7 @ 10"O.C.E.F.
<br /> a.
<br /> 6"O.G.@ O,F, '
<br /> �
<br /> � #7 @ 10°O.C. , #5 DQWELS @ 10"O.C. �
<br /> d '�
<br /> 4
<br /> a. � ' . .. .4'� .
<br /> . ; �� � ° #7 DOWELS @ 6"QC.@ O.F. T/SLAB EL.90'-0"
<br /> NON-WOVEN GEOTEXTILE ° d � '
<br /> FILTER FABRIC . : ` ° g °° @
<br /> #4 12"O.C. u .
<br /> P .° a. ROUGHEN SURFACE TO%"AMPLITUDE ° < �
<br /> .� � #7 DOWELS @ 10"O,C. � °° � a� � (DO NOT ROUGHEN AT WATERSTOP) �a . "
<br /> O . . . � � d � . dGa �� d _ � .
<br /> � PERFORATED PIPE.SEE GIVIL �. 4 .� ` °q; _
<br /> . q. l•,l ° ° � Q
<br /> DWGS FOR ADD'L INFO. � ' �' WATERSTOP(TYP) @
<br /> #7 DOWELS 10"O.C. � J
<br /> °A 4
<br /> `a'� Q T/SLAB �, � LAP AT J CHAMFER EDGE
<br /> < °� J EL.73'-9" � COLUMN � FOR REINF.
<br /> 1'-10" #7 CONT.
<br /> FREE-DRAINING GRAVEL °t SEE TUNNEL T-1A �--"
<br /> a
<br /> < � . ��))
<br /> , .. / �
<br /> < a < . 1
<br /> 4 7 3°a.c,E.F.
<br /> � ,a . ., , .4 v . e . . ,p Q. a d p . . "4 . . ... � ' .a. ' . ' . � . ' ad � . 41' ' e .a4,�. . \ � V
<br /> � d a . a a � . , .. a �4 � . . . . . 8 .. a� ' � . .
<br /> �
<br /> . . . n '.� : ` , d �1
<br /> a , , ° ° 'a UNISTFtUT P-3200 WITH HOT DIPPED PREGALVANIZED
<br /> ,a a •e4. . , a
<br /> . < . �d . ��C n °°G . . . . d'a. , a d . . d 1 11
<br /> ; ° a°° a FINISH.SPACING SHALL BE$-0 U.N.O.MOVE TRANSV. .
<br /> aq . '�, . �a a°a �e ' a a
<br /> =y a
<br /> � . ., . e.d. .�Qc. .$ '• . ��e . a ' .
<br /> e. , g;,°. a < o a , REBARS TO CLEAR UNISTRUTS WITH 2"MIN.(TYP.)
<br /> � �a , a� a , „ Q °g < ,, a ° a a p' . . '
<br /> 4`. �,: 4 ° e a ,� .� ° ° °n a
<br /> � '.�
<br /> �,. a� r. ° °' a°-
<br /> � , , . . . �. . . .
<br /> � d.
<br /> —I I I—I I I_ .
<br /> LAP AT
<br /> --a-- (4)ADD'L TOP&BOTTOM BARS
<br /> MIDSPAN �, � FOR REINF. (PLACE BETWEEN TYPICAL BARS)
<br /> 1'-0" 2'-3" (4)ADD'L TOP&BOTTOM BARS � SEE PLAN
<br /> (PLACE BETWEEN TYPICAL BARS)
<br /> SECTIC�N A SECTION B
<br /> SCALE:3l8"= 1'-0" S453 S286 SCALE:3/8"= 1'-0" S453 S286 ,
<br /> NOTES:
<br /> 1.PROVIDE WATERPROOFING FOR TUNNEL RQOF,WALLS,AND BASE(SEE ARCHITECTURAL DRAWINGS FOR DETAILS).
<br /> 2.ALL CONCRETE SHALL DEVELOP fc'=5000 PSI MINIMUM @ 28 DAYS.
<br /> 3.SEE SH EET S2b FOR LAP LENGTHS.
<br /> P P�L BA�q
<br /> �\���� WASy��yv
<br /> � � c �
<br /> QQ � �' o � '
<br /> vi ajd r Z
<br /> 0 i 09-d �
<br /> �
<br /> li 2 84 ���` �
<br /> �"� SS��RAL ��G���� 0' 1 ' 2' 4� 6� 8� Q
<br /> �C�Q �►W �I ��I�1 '5���"l��� ���`��,'' ��� �NA L E�
<br /> N
<br /> ����p�� '�',a�,�����pn ��(���' Dovid P. Balawajder 3�g„ — � '_�>, o
<br /> WA PE 28184 �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY KRW N 09E04 14 SUBTITLE CURRENT REVISION SYMBOL DATE rn
<br /> �� °F W nSH�N� CHECKED CONCRETE DETAILS W2548317 09/04/14 \
<br /> �P ro� THIS DESIGN AND/OR AHM 09 04 14 SHEET '�'
<br /> SPECIFICATION IS APPROVED
<br /> � BRPHARCHITECTS NGIN TITLE BOEING 777X CWFC BUILDING nn �
<br /> �0���� ; eNciNEeRsihc. APPROVED BY DEPT. DATE DPB 09 04 14 �L j'�� `-
<br /> CHECKED �� V �
<br /> �� No.3ta� APPROVED B U I LD I N G 40�O�H JOB N0. COMP N0. �
<br /> a
<br /> DWG N0. N
<br /> 0
<br /> �icqTF OF AUSHD�''��P�` APPROVED STRUCTURAL MASTER EVERETT, WA 40-058—S286
<br />
|