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11 11' 12 13 LEGEND <br /> 3'-03/8" 100'-0° 100'-0" <br /> Match Line See Sht 40-035-TNS10-13 <br /> — — — _ — — � � — — — � � — - - _ — — — — — — _ _ — _ � — _ — - — — — — — — L.3 <br /> i � <br /> � � i <br /> i <br /> i i i <br /> i <br /> � <br /> � , , ( GENERAL NOTES <br /> 1� EXISTING PEDESTRIAN TUNNEL(TYP) <br /> I <br /> I <br /> I � <br /> 2� EXISTING UTILITY TUNNEL <br /> � I <br /> I � � <br /> I <br /> TRENCH (NOT IN <br /> � WO/800 CONTRACT) <br /> I � � <br /> I ( ( <br /> � � � CONSTRUCTION NOTES <br /> I ' <br /> 0 <br /> r <br /> I � OPP.HAND Z � 2'-0"x 2'-0"UTILITY TRENCH(TYP) <br /> � <br /> � S282 � ~ <br /> � 2�j 4'-0"x 5'-0"UTILITY TRENCH(TYP) <br /> M <br /> I � 4 0 39 4" 9'-8" 4'-0" 22'-4" 6'-0" 20'-8° �-p° 0 <br /> 3�. EXTENT OF PHASE 1 CONSTRUCTION OCCURS TO THE SOUTH OF THIS <br /> � � o LOCATION. CONTRACTOR TO DESIGN AND UTILIZE VERTICAL STEEL <br /> I . -a�4; �. .Ga - . ,-..a 4, I S co PLATE TO TEMPORARILY SHORE SOIL UNTIL PHASE 2 CONSTRUCTION, <br /> t/� � TO THE NORTH OF THIS LOCATION,CAN PROCEED. CONTRACTOR TO <br /> - A �P I � UTILIZE FORM-SAVERS FOR HpRIZONTAL REINFORCING IN SLAB AND <br /> � WALLS OF THIS TUNNEL AS REQUIRED. <br /> I 4 O ' <br /> I oo 5282 � <br /> � � � � <br /> A � <br /> - J <br /> � d � O <br /> I � " a - � I � <br /> �� A <br /> :d <br /> REFERENCE DRAWINGS <br /> I �P n Z I <br /> i A - <br /> � a� SZa, - � <br /> .a � <br /> � ,_ o <br /> I � � � ryi � � <br /> � � I <br /> 0 <br /> 0 <br /> _ , <br /> _ , <br /> � <br /> �, � <br /> I "' I <br /> I <br /> � _ I <br /> I <br /> _ � �� a- <br /> g - <br /> � � _ <br /> cD <br /> � 1 , e <br /> M � � ` - - I <br /> a� �. I <br /> 2'-0" °� - <br /> 2�-0° z�-o° <br /> :, <br /> I _ a T`lP <br /> „ ,,, BLDG 40-034 <br /> I - � Q � -a - I I — 12 13 14 15 16 iT <br /> a <br /> ° = 5282 K _ <br /> K <br /> o - � �� � �� � <br /> a — � � _ i — � <br /> � <br /> I ( SIM - d_ 2 � 2 _ 13 � 14 � <br /> D � , - a . - .4 �_,4_. - . . . _ _ .. . a4 , . : . . _ . � Q .. , , _ _ , _ o i � � <br /> . A �d 1 <br /> 3 � ° i 4 0 � BLDG �3 �,� /�� � �.3 <br /> . — — — — — �— — — S282— — — S283 — — — — — <br /> — — I L.7 40-025 16 17 ' <br /> � Match Line See Sht 40-035-TNS10-19 �f � _ <br /> L7 L.1 <br /> I I <br /> � 19 � 20 � <br /> M � � � � M <br /> 0 N _22 23 � <br /> 11 11' 12 13 14 15 16 i1 <br /> BLDG 40-036 <br /> PARTIAL TUNNEL PLAN BUILDING 40-035 KEY PLAN <br /> SCALE: 1/8"=1'-0° i �t N <br /> NTS <br /> 0 4' 8' 16' 24' . <br /> SCALE: 1/8"= 1'-0" <br /> www.brph.com Copyrighto 2016 <br /> Architects, Engineers, Construc�tors <br /> This item has been electronically signed and sealed by Thomas Lea,PE using a digital 5tate of Washington . <br /> 19020 33rd Ave W,Suite 530 Certificate of Authorization <br /> signatureanddafe. Lynnwood,Washington,98036 Architecture No.603235512 <br /> Pnnted copies of this document are not considered signed and sealed and the signature must 425-921-3500 En meerin No.3137 � <br /> be venfred on an electronic co ies 9 9 Q <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE cs <br /> ��p,S A, � ACCEPTABILITY BEL 07l27/16 � <br /> 0 RELEASE 8-(IFC WING BODY JOIN) WBS16321(25-35) BEL TAL 07127/16 �� OF WASN� F� THIS DESIGN AND/OR �HE�KEo TU N N EL PLAN 16321 07i27/16 � <br /> as '`� � ��' � SPECIFICATION IS APPROVED HM O�/Z7I'I6 SHEET �` <br /> BOE,H� � 1:0 ;� �- o�� � T> EN��NEER TiT�E FACTORY TRANSFORMATION 777X WING BODY JOW � <br /> '� �• APPROVED BY DEPT. DATE AL O7/27/16 � <br /> CHECKED TN S 10-16 -800 � <br /> � Ao� �FG2�����Q �� PPROVED B U I L D I N G 40�0 V� JOB NO. COMP NO. r <br /> Fss I S T E N�� APPROVED W015/2899-800 � <br /> �°N A� � STRUCTURAL MASTER COL L.3-L.7/11-13 EVERETf,WA owc rvo. 40-035-TNS10-16-800 <br /> _ __ _ ____ __ _ _ _ _ _ _._ _ _ _ _ __ _ _ _ _ ._ _ - _ _ _- ___ _ _ __ __ _ _ ___ _ __ ____ __- <br />