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9.00 7 0.00 �0.5 � 1 .00 � 1� � <br /> 100'-0�� 50'-0" 50'-0° <br /> ni —;_ - - - - - - - - - - - - ,- -�- - - - - - —,— � - - - � - - - -r— - G-r$- 3,_a„ � <br /> � I I i I � i � i <br /> I I I � — — —� I � <br /> - - - � � - - — - - � <br /> I i <br /> � - - -- - <br /> i i � i i <br /> o� 1 <br /> � , <br /> � � � � <br /> I ( I I <br /> I ' � � <br /> i F � 2�_o�� <br /> i i — � — <br /> S281 <br /> ( � <br /> I � � <br /> I � � I <br /> I � � <br /> I i � � �� �� ����� <br /> I � <br /> I � � I <br /> I � . <br /> i � I <br /> I � � I � <br /> i <br /> � � I <br /> I � , <br /> I � � I <br /> I � <br /> � � I ������������ ����� <br /> I � � I <br /> I � <br /> � POUR NEW 12"CONCRETE WALL IN BETWEEN TUNNEL WALLS <br /> � I � FROM BOTfiOM OF TUNNEL UP TO UNDERSIDE OF EXISTING <br /> � I TUNNEL CAPPING SLAB. <br /> I � � I <br /> � � . <br /> I � � <br /> I � � I <br /> I � <br /> — — - - -- - - - - - - - - -- - -- -- - - - - - - - -- -- - - - - - — - -- - -- — - — - - - - -- - - - — - - - - - - - - -- — --- - - - — -- — - - --- - - - - - — - - —� �— -- - - - - — — - - - <br /> LR1 � P��ITI�I� � L� I � ��� 11���N 1 � � <br /> - - -- - - - - - - - - - - - - - - -- - - - - - - - - - � <br /> - -� �- - - - - - -- - - - - - -- - - - - - - -- - -- - - - - - <br /> - - --- -- - - - - -- - - - - - - - - - - - --- - - - - - - - - - - - - - � <br /> � � <br /> � � � � �EF R �� � �I1I��� � <br /> , , <br /> � � � <br /> 1. SEE SHEETS S2n AND S2o FOR GENERAL NOT�S <br /> � � I I AND STATEMENT OF INSPECTlONS. <br /> � � 2. SEE SHEET S451 FOR LRIP POSITION ENLARGED <br /> FOUNDATION PLAN. <br /> I I � <br /> I I <br /> I I i I <br /> � � <br /> I I � <br /> I I I I <br /> d I I <br /> I I � <br /> I I <br /> I I I I <br /> � I I <br /> I I <br /> I <br /> I I ' I I �� ��ss � �� � eo� � xrr� � 0'Q�m� ""' r� . � <br /> I I � 10 � 11 � 12 � 13 � 14 ��—C� <br /> �jJ� � � <br /> I I I � �15 � �16 � 17 � �18 '/,19�%f r <br /> I I <br /> �/�,�� ,% <br /> I I <br /> I I � � � � � � � � � � � � �;�/„11;, <br /> I I �� �20 � 21� � 22� � 23 � 24 � � <br /> I I � <br /> 25 26 27 28 29 <br /> ,� � � I �� <br /> 0_ �,� �,� � �� � <br /> s �� 0 0 - � �to� �t� <br /> � � ' U � � � a n <br /> � � � KEY PLAN . <br /> I I <br /> I I ( I 0 4' 8' 16' 24' �� <br /> �— — <br /> __ , <br /> I I <br /> I 118"=1'-0" <br /> I I <br /> I I � � <br /> I I <br /> PARTI�L F�UND�TI��1 PL�N O�`�'s A" t <br /> ,`�. �F Wq sy� �`t� <br /> SCALE: 1l8°=1'-0" � Th a,p ��� � 2�� <br /> 11 535 rcnt� <���i.��^ cr )2 <br /> , wrww.brph.com Copyrighto2015 , j <br /> Architects Engineers Constructors � 254� � <br /> � , o, ,�� F� ��, <br /> 19020 33rd Ave W,Suite 530 Washington Office FS �!S T��' G� <br /> Lynnwood,V�/ashingtnn,98036 S��N A! F� � <br /> 425-921-3500 0. <br /> � <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATc � <br /> SYM REVISION BY APPROVEQ DATE SYM REUISION BY APPROVED DATE wqg ACCEPTA8ILITY JKN 'IZI�6/�S <br /> � °F "� � �HE�KEo PARTIAL FOUNDATION PLAN � <br /> �" � r THIS DESIGN AND/OR �61�3 12/16/15 <br /> 0 ISSUE FOR CONSTRUCTION(WWG LRIP ONLOAD) JKN TAL 12116/15 ��' o TAL 12/16/15 SHEET �.r� <br /> y � SPECIFICATION IS APPROVED � <br /> � BRPHARCHIT_CTS �NGINEER TITLE FACTORY TRANSFORMATION 40-23 WING LRIP � <br /> N <br /> �NGINE=RSINC. APPROVED BY DEPT. DATE AL 12/16/15 � <br /> n N0.3137 CHECKED � � � � � <br /> m�'� o APPROVED �U 1 LD!N� 40���� J08 NO. COMP NO. <br /> �'�� �tiP� W015/2899-200 � <br /> 'TF oF A�TN�� APPROVED STRUCTURAL MASTER COL G/9-11' EVERET7, WA °Wc No. 40-023-OOS10-19 <br />