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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 />