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LEGEND <br /> 11 11' 12 13 14 15 <br /> K <br /> 3'-03/8" 100'-0" 100'-0" 100'-0" 100'-0" � <br /> �� — _ � �� � � � <br /> M <br /> — _ _ — _F , — _ — (�-1T�,.,, I I� r==�— — - — _ — — — — — — — � <br /> �— — + — — — — � <br /> � — —� <br /> I I � I I � � � � � _ <br /> — - — � — � �� o GENERAL N�TES <br /> "' � EXISTING UTILITY TUNNEL(TYP) <br /> I <br /> _ -� _ � _ ��i �— �E—, _ --� r— _ — � <br /> _ ��_ �_�_ _ �� _ r� _ �i _ _ ^ � 2� EXISTING PEDESTRIAN TUNNEL(TYP) <br /> _ � L <br /> i � � i i i <br /> 1 <br /> c�=�-� _ ��_ _ <br /> � � r- f� � <br /> _ <br /> 0 <br /> , <br /> � <br /> � <br /> , � <br /> � � � � � � <br /> CONSTRUCTION NUTES <br /> I ( I I I ( 1�j 2'-0"x 2'-0"UTILITY TRENCH(TYP) <br /> 2 4'-0"x 5'-0"UTILITY TRENCH(TYP) <br /> � � � — L,� 3� EXTENT OF PHASE 1 CONSTRUCTION OCCURS TO THE SOUTH OF THIS <br /> I 1 � I LOCATION. CONTRACTOR TO DESIGN AND UTILIZE VERTICAL STEEL <br /> PLATE TO TEMPORARILY SHORE SOIL UNTIL PHASE 2 CONSTRUCTION, <br /> TO THE NORTH OF THIS LOCATION,CAN PROCEED. CONTRACTOR TO <br /> UTILIZE FORM-SAVERS FOR HORIZONTAL REINFORCING IN SLAB AND <br /> WALLS OF THIS TUNNEL AS REQUIRED. <br /> I � � � I I <br /> 0 <br /> 0 <br /> I � � � I I °� <br /> � <br /> 2 REFERENCE DRAWINGS <br /> � � � � � � <br /> 1 � <br /> � � . <br /> _ � _ a � � � � � <br /> — �T-- - — — , — — — — , — , — — — — L.7 <br /> �\ TRENCH(NOT IN <br /> � 3 � WO/800 CONTRACT) <br /> \ ( <br /> � I ( � � � . <br /> 1 <br /> O � � � � <br /> 11 � <br /> - -- — � �'-' � � <br /> „ ,�, BLDG 40-034 <br /> I � � - � � - { I 12 13 14 15 16 17 <br /> � r <br /> � 1 �' � 0� �11%/ K' <br /> �i ��i// <br /> iV � � i� � <br /> I I I 13� �/ <br /> � ( I L3 1//�j. J///. <br /> l,3 <br /> 2 <br /> � — — — �. _ T—„ ;,.,� — � . _ � — � — — — — 40-0 5 k�s ��7% <br /> ! �-� � �i�� _ _ G � M � ,/%/%%/� � <br /> ( I I L.1 l, L.7 <br /> ( ( i� 1g �2% <br /> � � �/i'/ //// "//// M <br /> - - _ �— �_ o � �22� ` �2.3� <br /> I � N �//// /.� 1/// N <br /> I ( ( I I 11 it' 12 13 14 15 i6 17 <br /> BLDG 40-036 <br /> — � — — — � � — � — �= � — �� --- �� — — — T N BUILDING 40-035 KEY PLAN A' <br /> I � � � I I NTS 'v <br /> I <br /> 0 15' 30' 60' 90' <br /> SCALE: 1"=30'-0" <br /> COMPOSITE TUNNEL PLAN <br /> SCALE: 1"=30'-0° I V <br /> www.brph.com Copyrighto 201 b <br /> Architects, Engineers, Constructors � <br /> This item has been slectronicaily signed and sealed by Thomas Lee,PE using a digital State of Washington <br /> 19020 33rd Ave W,Suite 530 Certificate of Authorization <br /> signatureanddate. Lynnwood,Washington,98036 Architecture No.603235512 <br /> Printed co pies of fhis document are not considered si gned and sea(ed and the si gnature must 4 2 5-9 2 1-3 5 0 0 Engineering No.3137 � <br /> be ve�ed on an elecVonic co ies Q ' <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE S A, ACCEPTABILITY DRAWN DATE SUBTITLE CURRENTREVISION SYMBOL DATE c� <br /> �MP BEL 07/27/16 � <br /> � F WAS �F CHECKED TU N N EL PLAN 16321 07/27/16 d <br /> 0 RELEASE 8(IFC WING BODY JOIN) WBS16321(25-35) BEL TAL 07/27/16 a���O N�� � THIS DESIGN ANDIOR HM 07/27(16 sHEEr c� <br /> � G� SPECIFICATION IS APPROVED <br /> BOE,�� � 0:5 ,� '- o'� � T> ENGINEER TITLE FACTORY TRANSFORMATION 777X WING BODY JOfN � <br /> '� � APPROVED BY DEPT. DATE AL O7/27116 n <br /> � CHECKED ���� j'�00 � <br /> A� 2��� `� APPROVED B U I LD I N G 40�0�� v r <br /> o F �F�l S T E��O \�`� JOB NO. WO �5IZS9g-8OO COMP NO. � <br /> ss��N A L E�� APPROVED DWG No. °C <br /> STRUCTURAL MASTER COL K-N/11-15 EVERETT,WA 40-035-TNS3-800 <br />