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TUNNELS�HEDULE
<br /> �
<br /> � BASE SLAB VVALLS R40F SLAB �.,..
<br /> ARCHITECTURAL REINF4RCING REINF(�RCING REINFORCING �
<br /> UTILITY TUNNEL TIBASE SLAB T1R40F SLAB �
<br /> MARK NUMBER WIC}TH HEIGHT ELEVATION ELEVATION �,.�,o
<br /> THICKNESS B-1 B-2 B-3 B� THICKNESS W-1 W-2 W-3 W-4 THICKNESS R-1 R-2 R-3 R-4 L LL
<br /> �
<br /> T-1 5 1$'-0" 13'�" 73'-9" 90'-0" 2"-9" #7 @ 10"Q.C. #9(;,��'1Q"O.G. #7�10°a.C. #7�1�°O.G. 2"-3"' #8�14"Q.C. #7�a itl��}.C. #5 @ 10"O.C. #5 c�r 1�u O.G. 2"-9" #7 @�0"O.C. #8 @ 10"O.C. #7 @ 10"fl.C. #7 @ 10"a,C. 10'-0" V J
<br /> �
<br /> �..J
<br /> T-1A 5 18'-8" 13'-6° 73"-9" 9�'-0"" 2'-9" #7 c�1d"O.C. #9 @ 1Q"O.C. #7 a(.,71fl"O.C. #7�14"Q.C. 2'-3° #8 @ 90"O.C. #7�ia 10"C7.C. #5 '�,c�' 1Q°4.C. #S�10"O,C. 2,�9„ #7 @ 1U"O.C. #8�a 1�°Q.C. #7 @ 1Q"4.C. #7 @ 10"�.C. 10'-0" r 1
<br /> '�...J
<br /> �
<br /> T-2 2 12'-4" 13'-7" 84'-5" 99'-6" 1'�° #7 @ 9"O.C, #7 @ 12"O.C. #6�12"O.C, #6 @ 12�(}.C. 1'-4" #7 @ 10"O.C. #T�a 10°O.C. #4 a�12"O.G. #4 L'3a 12°O.C. 1'-6" #6 @ 10"Q.C. #7 @ 10"O.G. #6 @ 12"4.C. #6'�„a�12"O.C. �p�-0�
<br /> i- s - ''�—�SLAB&WALL JOINT
<br /> I „ i
<br /> T-3 1 11'-0" 9'-0" 89'-2" 99'-6" 2'-9" #7 a� 10"O.C. #9 a�10"O.C, #7 @ 10"Q.C. #7 t�i 1Q°LI.C. 1"-4" #6 @ 12"a,C. #6 c712"C}.C. #4 @ 12"O.C. #4 @ 12"4.G. 1'-4"' #6 @ 12fl d.C. #6 c�z 12"O.C. #5 @ iQ°'a.c. ��@�o"O.C. 3'-0� �-V
<br /> -- -- - -- -- � �
<br /> -- -- - -- -.r �
<br /> - - - - - - --- 5287
<br /> T�4 1 11`-Q" 9'-4'" $9'-2" 99'�" 1'-0" #6 @ 12"O.C. #6 @ 12"Q.C. #5 @ 12"(3.C. #��a 12"O.C. 9`-0" #5 @ 12"C�.C. #6 aC'}12"O.C. #4 @ 12"O.C. #4 '�,a�' 12"O.C. 1'-0u #6 @ 12"O.C. #6 @ 92"O.G. #5 @ 12'"Q.G. #5 @ 12"O.C. 3'-0" i V J
<br /> T� 6 19'-0" 33'-6" 73'-9" 89"-1" 2'-0" #8 @ 10"O.C. #7 @ 10"O.C. #6 @ 10"O.C. #6 @ 10�O,C. 2'-3" #7 a'�?3(l"O.C. #8 @ ia"O.C. �5 "�,'�a 1fl"Q.C. #5 @ 10°O.G. 1'-1�" #6 @ 10"Q.C. #7 @ 10"(}.C. #6 @ 10"0.�. #6�a 1a"O.G. 3'-0"
<br /> � �
<br /> ,�-� S267
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<br /> T-6 2 12"�" 12'-1" 84'-5" 98'-0" 1'-fi" #7 a(_,?9"QC. #7 Q 12"O.G. #6�a 12"4.C. #6 a�,'!12"O.C. 1'-4'° #7 a�1�"O,C. #7 @ 10"O.C. #4�a 12"£3,C. #4�ia 12"O,C. 1'-6� #6 @ 1p"Q.G. #7 @ 10'"t7.C. #6 @ 12"O,C, #6 @ 12"'Q,C, 4'-0" i
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<br /> T-7 4 11'-0" 9`-4"` 89'-2" 99'-6" 1'-0" #6 @ 12"(�.C. #6 @ 12"Q,C. #5 @ 12p Q.G. #5�12"'O.G. 1'-0" #fi�a 12"C7.C. �g @��p p,�, #4 @ 12"�}.C. #4 @ 12"4.C. 1'-0" #6 a�,}12"O.C. #6�ia 12"O.C. #5�a 12°O.G. #5 @ 1�"O.C. 3'-0" I �
<br /> �267
<br /> � �
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<br /> �TUNNEL TUNNEL
<br /> 12"x12"(MAX)GUT AllT @ 5'-D"a.c.
<br /> NOTE: ��@�SRWA��N�GA���� � LOCATEATMIDSPANASSHOWN(IV07E�} � CUNSTRUCTIC}1� J�INT ELEVA�TI�N `�
<br /> BACKFILL EQUALLY ON B4TH SIDES �PACE AT 2 W-9 ��_ � _ 526�
<br /> SPACINGATGRADE L ATIMID PAN v SGALE:1/4 1'-0
<br /> OF TUNNEL. BEAMS FOR A DISTANCE
<br /> OF THE GB WIC3TH+4'-0" ( `V R-4 R-2 #6 C�NT.
<br /> R-2
<br /> � EXTERIOR EXTERIOR
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<br /> I I I I i I ^ Qa .° #6 CQNT, � . LOCATE BELOW�HAMfERAS WAT�RSTOP
<br /> I I 1 I I I � '� Q° .. a a . SHC7WN(NOTE 5) #5 DOWELS x 4��Q�� 2'-0�(�.C. #l5x4'-0"@ 2�-0"4.C,
<br /> I I 1 I 1 I .,�.�;-a,: UNISTRUT P-3200 WITH HOT DIPPED �'_p� -;- . @
<br /> I I 1 j j j a � ,., . a � PREGALVAt�IZED FINISH.SPACINGSHALLBES'-0" °. � (ALTERNATESIDES}
<br /> I I 1 _ � U.N.O.MOVE TRANSV.I�EBARS TO CLEAR �
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<br /> � . UNISTRUTS WITH 2�MIIV.(Tl'P.) °�9 . ^ 0 0
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<br /> °�4"' ° ADD'L AT FQRM SAVERS � � ' _
<br /> FQRMSAVERSTO � � . : TUNI�EL WALL TUNNEL WALL
<br /> MATGHGRADEBEA�t�1 �,-2 ° �.� :Q° : 2l�CLR.TflN00K `�-°��° �.;.° CC}NSTRUCTION J{aINT DETAIL 2 C�hITR�L JCaINT DETAIL 3
<br /> REINFORCING b�� � � .
<br /> `: 'a.: ° W-3 . ^ 4 a q` W� � S�ALE:NI"S 5267 SCALE:N1"S 5267
<br /> CLR. , ' 4 p�� CLR. b� .� '� ? (SPACE MIDWAY 8ETWEEN CQNSTRUG710N JOINTS}
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<br /> NON-WOVEN GE�TEXTILE ,.$° .' �� " � ' %"RADIUS
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<br /> FILTER FABRIG � � . .p ° ° f �
<br /> A . ° °� s. D OW ELS T(�MATCH Q,: <Q� / \
<br /> � . �,'. VER7ICAL I.F.REIIVF. - ` QOWELS 1"0 MFi7CH � . � � ' I
<br /> � , , < WRTERSTOP ° .,.. �"�4' VERTICAL O.F.REIN�. � � 4'.� � � J 0.1T �'-�° 2„ 2�_Q,�
<br /> ° , , Q¢ . \`� �. .� � -�. —�_ CLR.
<br /> PERFORATEQ PIPE.SEE CIVIL JOINT SEALER
<br /> DWGS FOR ADD'L INFQ � . �� ROUGHEN SLIRFACE T4%" n_ 'd a�• ,4 AT BASE SLAB
<br /> _ �q4 '."< �MPLITUDE(i�0 N01'ROUGHE�I 1� � CONTI�JUQUS
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<br /> . $ �. � 4 4 d ' Q�a , a . � , q� . � 4 a a ° a (4)AD D'L TbP 8�BCITTQM BARS c�n �
<br /> I , � . < 4 d < ' `. e , '' < °a. ° ° ' 4 ' .. , � �DR�IN.- � {�jy " ' a°' ',, PLACE BETWEEN TYPICAL BARS cn � #5 DODUELS x 4'-0"�7a 2'-0"O.C.
<br /> ' �d° " ° ` " � ° � ' #5 x 4'-0"�2'-0"{�.C.
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<br /> CLR. B-1 B-� TUNNEL RtJC�F AND BASE �LAB TUNNE� RC�C�F A�ID B�ISE S�AB
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<br /> � Ct�NST�UCTION JC�INT SECTICJ�I � C�NTRC�L Jt71NT D�TAIL 4
<br /> 7'-0„ "WALL � "WALL SCALE:NTS _ '2s7 SGALE:NTS _ 5267
<br /> AT SUUTH SIDE OF TUNNEL T-3 1'-0" THICKNESS" "WIDTH" TNIGKNESS" �`-Q"
<br /> (SPACE MI�V�IAY BETWEEN CONSTRUGTI�N.101NTS}
<br /> ��I'`�I��L ����E� �E{�TI�� ,q :
<br /> U� e,q
<br /> SCALE:'I/2"= 1'-0" 5267 e P W A S ��'
<br /> 0' 1 ' 2' 4' �'
<br /> NOTES: ��q„�4,�� � y����o
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<br /> 1.P�t3VIDE N/ATERPRDOFIN�FOR TUNNEL Rt30�,WP,LLS,AND BASE(SEE ARCHITECTURAL DRAWINl�S FOR DETAILS). y`d �� :> > »
<br /> � -z�: � P� � -r��_ �� � �T> 1 �2 = 1 —�
<br /> 2.ALL CONCRETE SHALL DEVELOP fc'=5000 P51 MINIMUM @ 2$DAYS. � �
<br /> 3.MAXIMUM SPACING OF CONSTRUCTION JQINTS SHALL BE 8�'-0".MAXIMUM SRACING QF CQNTRC}L JOINTS SHALL BE 40'-0".SEE DETAILS TH15 SHEET. �o��T 8184 G���'`�4 > > > > > : �
<br /> 5.SEE MEP DRAWINGS QR OPENING SIZESAND LOGATIONS. 7�� ���i ���� �����'� ����+� ��� '`��`�,s/D�A�L ��G,��``� O 2 �- � S � O � 2 �
<br /> �F�
<br /> R�C��t3Ci� �e��i�lt`���+t3� �+�Q�� _ David P. Balawajder � �4„ — � ,_Q„ Q
<br /> WA PE 28184 �d
<br /> SYM REVISIQN BY APPRQVED LATE SYM REYISIQN BY APPRflVED DATE DRAWN DATE SUBTiTLE CURRENT REVISION SYMBOL DATE Q,
<br /> w,�S ACCEPT�IBILITI' I�RW 10 09 14 �
<br /> 0 ISSUE FOR CONSTRUCTION MEM AHEv1 1Q/'09f14 ,�P�� �F K�`��r THIS DESIGi� AND/OR HEGKED TUNNEL SCNEDULE W���8��7 1������I4 �
<br /> � py SPECIFICATI4N IS APPROVED AHM 10 �9 14 gH�� �
<br /> � ��iNE�RsiNcs APPROVED 8Y aE�r. ��r� DPB� 10 09 14 TmE BOEING 777X CWC BUILDING P-``
<br /> No.a��r CHECKED �� r
<br /> ' F �y� o APPROVED 8 U I l.D I N G 40��V V JOB N0. COMP N0. Y
<br /> /��rfi OF AUSN��\�¢� APPROVED DWfi (VO. VD
<br /> I STRUGTURAL MASTER EVEREiT, IMA 40—C}58—�2�7
<br />
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