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11 11' 12 13 �. W�D
<br /> '-03� ° 100,.0�, SIM 00'-0" � � �
<br /> WING JACK PAD(NDEX PLATE
<br /> � 16'-111/2" 16'-2" 3'-11/�" 18'-67/8" 16'-111(2" 16'-2" � � �
<br /> PLATE POSITION 5282
<br /> — � — � — I I I — � SIM � , / � / / �� 8 I I _ I I _ I I' // / / � � \ � � � � 12"UNREINFORCED SLAB ON GRADE
<br /> � � M.B.M. � � = I M.B.M. � � L�� � OR 12"THICK 7UNNEL SLAB
<br /> S282 I � :_-,:,-:.,�. ,
<br /> � ( I � `�' � — �-- - - - - 2- - � - - - - - - - - - -{- - - — �-- - - - - - - - ��. , -- 2 - - -- — I � � �
<br /> I I I I C ) — — — — � _( : _ � �.I' v-- ; ,� ` � TRENCH(NOT I - --- _ _ � 12"REINFORCED SlAB ON GRADE(DOT PATTERN)
<br /> � _ - _ o � _ a�� ( l _ IN W0/800 CONTRACT) _ -
<br /> � `t � - � � `r -� � � � � . . _ � �
<br /> � � _ � I o 4118° N = r- Ic� �n 41/8" _� I �I A- ° °I i ` J � ( ` \ I
<br /> � N � d- r C� c— I �. � �' � � � � '
<br /> � �
<br /> I I � ' � � ' ' I � � � ~ � - _d-. -
<br /> I I I � ' I� � I � ( I� 4 ���; 'na = � �1 '� "' ( o � ` � 12"REINFORCED FIXED TRENCH SLAB LID
<br /> � I ( � � I I I I 7'-9" 12'-81/2" i.��: $'110° � � I
<br /> \ \
<br /> � � � I � I 7�-9" 12'-81/2" g'-10" 7'-31/4�� � � I� a : -: l� ( I �
<br /> � I I I i i I I �== Q ' i I � �
<br /> � , � � ' � _ {�— - c1}-- � � —£1� �i}- i � : ;9 � ,�' ,� � � � � ( �ENE�L NOTES
<br /> I TY� ' �P \ \ 1� EXISTING UTILITY TUNNEL(TYP) .
<br /> � � � �i I �. I � � � , a G ,,� � � �
<br /> ' i i � � M � � ``' ' � � �
<br /> � I I � � I ��„ � � �. a-:,. � ! S 5 0 0
<br /> � o � � S283 i �, , 4` -- ° 1 � � 2 EXISTING PEDESTRIAN TUNNEL(TYP)
<br /> i i � � � I I_; i i I I i � I� i i °° ;:���. .� a , ! � 4 � o � I -�P � � i �
<br /> � � � � �r }— - � IN �.I�_�.�` � dIC� , � � 6
<br /> � � � I I � �� o `+ ���.;", �I J ,. I �� N ( � � 3. FOR UTILITY TRENCH LOCATIONS SEE SHEET TNS10-19
<br /> �
<br /> I � � I �- � � 4 V::� , , `� t � �I S500 \ \ (
<br /> I � �r � I �-:1; —��;� �„ I I N I I �1� '�; N G°� e �I�' �d � ' I I� � = \ \ 4� EXISTING FIXED TRENCH LID
<br /> � � � _ —E � -f 3—_ � „ o
<br /> � , � � � � I I � i i � � � I � � � � 9ia°' �ai i � I N � � � �
<br /> � CONSTRUCTI�N NOTES
<br /> i I � I i i N � I �P N � � � a .a °! � i I � �
<br /> i � � � � I _I... � � � ;� ; .� _�':; � I � �
<br /> I I � � I . . � . . 1 I � , I S281 � �;. . �: . a; �i . . 1 � � \ \ � 1 2��0"x 2���°UTILITY TRENCH(TYP)
<br /> I I � �� j�� � - /
<br /> � I I�1�.�':'°��— _{!� � I \ \
<br /> q _ ��
<br /> � � � ~ � � I I o � I l i�' !a��, �. .��° , 'j � I � I \ \ 2 4'-0"x 5'-0"U`TILITY TRENCH(TYP)
<br /> I � S282 ( ' � ao � � : 2 �10 7l � 11 -0 5/8 _ I � ` I �
<br /> ,
<br /> I I ( I ' I � � S280 ( I `r ;p�I °� V: : � ao I I \ I\ 3�j' 8"DIA.PIPE ACCESS ENTRY
<br /> � � I I ' - � N �„ a . �
<br /> � ( I � 2'-10 7/ " 11'-0 5/8" 2'-1 3 ° ( I � � l<': .'a � . ,:y � i � _ f � \I t`V
<br /> I � �, ; I � 4� EXISTING CONCRETE TRENCH COVER TO BE REMOVED AND REPLACED,
<br /> I I I �; . .. , tl � ; � \ �
<br /> I I .��� � ` a � I I \ / � OR SAWCUT AND REPLACED A WITH 12"CONCRETE FIXED SLAB.
<br /> '�J
<br /> ( I � I � — — ; I � I I ' ` ° ; ; j — — � I �
<br /> I ��
<br /> I � � 5282 � I � I TYP �--4� � I \ `/ � � RHEM AND REPLACEOTHEM WITH HE SAME SIZE EXISTING SO ID IDS IN
<br /> 2 � I I i N I I � ;, ' �< .'. a �_ I�I I I � � CONCRETE TUNNEL LIDS WITHOUT HATCH LIDS IN THEM(AVAILABLE
<br /> ' \ � FROM REMOVAL IN THE ADJACENT 40-024 PROJEGT).
<br /> � � ( � N � � S501 zv � � � � ���� � � � ( � o
<br /> � � I �-- � � � I" a ' . � o
<br /> ��, � '°'� OD 6�` CHECK AND RE-SHIM,OR GRIND BEARIN�SEATS,SO ALL EXISTING OR
<br /> I ( I ( l-� I,� °� ° ��� .I � � '� � `- REPLACED TUNNEL LIDS ARE SET FLUSH WITH EXISTING ADJACENT
<br /> � rI � EMBED EDGE ANGLE IN CONCRETE SLAB.
<br /> � I I � fa � i
<br /> � � ; � � — I 1 '.'-' �, ' ' — — � I �N
<br /> i� ,� � � �
<br /> I I � � i . I i I �i �,�. ..< _ ° -, � �;� 7 '' CORE DRILL OUT ANY STATIC GROUNDS,OR VACUUM OUT OTHER
<br /> I � UTILITIES THAT ARE NOW A�ANDONED IN THE SLAB,PLU�LINE AND
<br /> ' � PATCH CONCRETE SLAB AS NECESSARY TO BE FLUSH WITH ADJACENT
<br /> � — I — 1 T ^ ' (-- - - � � � � � T � -' � SLAB. GRIND ALL ANCHOR BOLTS IN SIAB TO BE FLUSH WITH THE
<br /> I I I I I I I I � ( � � I I TRENCH LID JOINTS � �'p i I g CONCRETE SURFACE.
<br /> , I � � � � I I I j i i 6 i � � I � D � �
<br /> � _ � _ _ _ ( S282 ' I I � � EXTENT OF PHASE 1 CONSTRUCTION OCCURS TO THE SOUTH OF THIS
<br /> I - - — i- — - - - - - - � LOCATION. CONTRACTOR TO DESIGN AND UTILIZE VERTICAL STEEL
<br /> - — — — — — — — — — �--- — �- j ' , -�- ' — — — — — — — — ; — — -i- — — — — —=5501_ - —, — — — — —� — —� �— — �— — — {— — ;— — — - - — — — T _ �
<br /> � PLATE TO TEMPORARILY SHORE SOIL UNTIL PHASE 2 CONSTRUCTION,
<br /> I I � � � I TO 7HE NORTH OF THIS LOCATION,CAN PROCEED. CONTRACTOR TO
<br /> � � I I 1 4 UTILIZE FORM-SAVERS FOR HORIZONTAL REINFORCING IN SLAB AND
<br /> � I I WALLS OF 7HIS 7UNNEL AS REQUIRED.
<br /> I i � � � I I
<br /> I �� � � I � �
<br /> � i I � — —
<br /> I � � � � � I � �
<br /> I -- � I
<br /> I I I � �
<br /> � � � � I �
<br /> � , , , � �
<br /> ( R�FERENCE DRAWINGS
<br /> � I � � � I I � � 1. SEE SHEET S2n AND S2o FOR GENERAL NOTES AND STATEMENT OF
<br /> I I I � I
<br /> INSPECTIONS,
<br /> I � � � � �
<br /> � � � � � � ( � � I
<br /> I � � � � � — , I
<br /> I I I I
<br /> 1'-6" ' 3'-0" I
<br /> � I I I � � �
<br /> BLDG 44-034
<br /> � � � � I � 3 � 3 I � n �r_ �2 �a �a �s �s n
<br /> I � � I � — IT � � _ K �s K
<br /> � � � I � � -' �� � � � ` �10 �! 1� �_ �
<br /> S282
<br /> � � I I � � _ � 0 3 � 3 � - - - -- � 13 � 14 �
<br /> � fl � � � ( � � ��� � � � — — �� � � � — —� � � L3 �. � �� — � L3
<br /> � � ` � ' � � ' � ' ' n '' BLDG I I
<br /> �' — — —I�T— — — � �i— — ____ .— — _ — — 1_ �T` � � T�.�" — �.. �" i� _ I ` — ...� — ��� —" �—� � � M
<br /> T;� -li��--�---
<br /> � l�at�h Line See Sht 40�035-1560�22 40-025 16 � 17 �
<br /> I L.7 � L7
<br /> I I � �19/ 20
<br /> ��/� �� �
<br /> M I// ////� � M
<br /> 22 23
<br /> N11 it'� 12 13 14 15 fo t7 N
<br /> BLDG 40-036
<br /> PARTIAL SLA,� PLAN �IJILDING 40-035 KEY PLAN
<br /> SCALE: 1/8"=1'-0° � N
<br /> NTS
<br /> 0 4' 8' 16' 24'
<br /> SCALE: 1/8"= 1'-0"
<br /> �
<br /> www.brph.com Copyrighto 2016
<br /> Archite�, Engin�ers, Constructors
<br /> This item has been electronically signed and sealed by Thomas Lee,PE using a digital 19020 33rd Ave W,Suite 530 State of Washington
<br /> signature and date. Lynnwood,Washington,98036 Certificate of Authorization
<br /> Printed copies of this document are not considered signed and sealed and the signafure must 425-921-3500 Architecture No.603235512
<br /> Engineering No.3137 �
<br /> be venfred on an electronic co ies a
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE S A. ACCEPTA�ILITY DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DA7E �
<br /> 0 RELEASE 8-(IFC WING BODY JOIN) BEL TAL 07/27/16 ���Mo WAS�i��F� 7HIS DESIGN AND/OR �CHECKED O7I27/16 SLA� PLAN 16321 07/27/16 �
<br /> T oma �a�� � ��'� SPECIFICATION IS APPROVED HM 07/27/16 SHEET �
<br /> � :,s: . � ' �-07� M ENGINEER TITLE FACTORY TRANSFORMATION 777X WING BODY JOIN �
<br /> APPROVED BY DEPT. DATE AL 07/27/16 � N
<br /> �` ,r� CHECKED ���� � � ��o o N
<br /> � 25411 <v APPROVED �U I L D I N G 40�0�� �� ~
<br /> 0 4, JOB N0. COMP NO. �
<br /> F �FO N A L��o \� W01512899-800 m
<br /> ss� ��� APPROVED STRUCTURAL MASTER COL L.7-M/11-13 EVERETf, WA °`"G"o. 40-035-1 S60-19-800
<br />
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