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7.00 7.5 8.00 8.5 9.00 <br /> 50'-0" 50'-0" 50'-0" 50'-0" <br /> CJ <br /> LRIP POSITION 4 LRIP POSITION 3 <br /> 0 0 <br /> CJ <br /> ————————————————————————————————————————————————— ————————————— ——————————————————————————————————— <br /> -� -� � � � -� -� -� -� -� � - -� � -� -� -� � <br /> U U U C� U U U U U U U � U U U U U U . <br /> � <br /> CJ � <br /> 1 <br /> � r - I <br /> � <br /> II I � <br /> — — I � I <br /> � I I � <br /> � I I � . <br /> I � I <br /> II I � <br /> � I I � . <br /> I i <br /> - - — -- ( II II <br /> — <br /> I' � I <br /> , , CONSTRUCTION NOTES <br /> ' ' � ' � <br /> I � 1��'j 12"CONCRETE SLAB ON GRADE AROUND PERIMETER OF <br /> i � I i LRIP FOUNDATION. <br /> � � I II <br /> — EXISTING <br /> TUNNEL(TYP) I I I I � <br /> = - - - - - - - - — - - - - -- - - - - -- - - - - - - - - -- - - - - — - - - - - - - _ -- - - - - - - - - - - - - - -- - - - -- - -- - - - -- �-I L �-- -- - - - -_ <br /> I -- - — - - — - -- - — — — - 0 <br /> 0 I �— I I I <br /> _ _ _ _ _ —r-- — — _ ' � — — — — — — _ _ _ _ — —_ — _— — — — _ _ _ _ — — _ _ _ — __ — — _ — _ _ T _ _ — _ _ — _ _ _ _ _ r . .. <br /> _. _ _ — _ — _ _ _ — — _ — — — — — _ _ — — — — — — — — — — — — — — — — — — i--- . <br /> _ _ — — — — _ — — —, _ — _ — — _ ._ _ _ — — — — _ — _ _ _ _ — _ — — — _ _ _ � I _ — — — — — — _ <br /> � <br /> I I I <br /> I I <br /> I I � I <br /> I I I I <br /> N I F) <br /> � , , � REFER NC D WINGS <br /> N , i � <br /> � 1. SEE SHEETS S2n AND S2o FOR GENERAL NOTES <br /> � � AND STATEMENT OF INSPECTIONS. <br /> � I I � 2. SEE SHEET S451 FOR LRIP POSITION ENLARGED � <br /> I � � I FOUNDATION PLAN. <br /> I � � I <br /> � I I � <br /> — - ---- — � � O � � <br /> II II <br /> II II <br /> I <br /> I I <br /> II ( I <br /> II II <br /> II II <br /> -- - I � I <br /> — - - ��-� - -- --- - — <br /> � � 3 1 �� 3 �� 5 �� 1 Q� � _10— 11't <br /> � � I � � <br /> 10 11 12 13 14 <br /> II � I OF- - - � - - � - - � - - � - - --�-0 <br /> � I I � � 15 16 17 18 19 � <br /> � I I � �— - - � - - � - - �r�;,,�j -- - � : <br /> i <br /> � I I � 20 21 22 /�23�! 24 <br /> � , , �-�- - - .�- - - �- - - %,��/„� - - �� <br /> � � 25 26 27 28 29 <br /> I I ����� — �— —�— — �— — �— O <br /> — -- -- —�-- �----- — — v OI O � O C'� O ,o „� <br /> � � I I � O O s 7 9 „ <br /> � I I � KEY PLAN ` <br /> � I � I � <br /> (�� � I 0 4' 8' 16' 24' <br /> ( I <br /> �_ _ � _ _ _ _—� <br /> 1/8"=1'-0" <br /> I I <br /> � II I � H �. <br /> n , — — — — — — — — — — — — -- �= — — — - — — - — — — — — I I — 2 n —� <br /> T- �— � �— —U� T— �— � �— I fT—i lT(-- �r-- <br /> i <br /> Mp,S A. <br /> ,��� oF WASy��FF, , <br /> �ti ti� <br /> � � � Th.,ias Fl ke�� 1 �� � <br /> � � . . . 11 3:54 U�i �`. G )Z . <br /> www.brph.com Copyright o 2015 <br /> PARTIAL SLAB PLAN Architects, Engineers, Constructors o 254� � <br /> SCALE: 118��—1�-0�� 1 Y 19020 33rd Ave W,Suife 530 9 � S�C ��� � , <br /> Washin ton Office Fs �S T E G� <br /> — Lynnwood,Washington,98036 �N A L � <br /> 425-921-3500 a <br /> � <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DE2AWN DATE SUBTITLE CURRENT REVISION SYMBO(. DATE N <br /> pp WASy� ACCEPTABILITY JKN 12/16/15 PARTIAL SLAB PLAN �6�23 12/16/15 N <br /> � <br /> b ISSUE FOR CONSTRUCTION(WWG LRIP ONLOAD) JKN TAL 12J16/15 P�" ��T THIS DESIGN ANDIOR AL cKE° 12l16/15 sHEET n <br /> 5 2 SPECIFICATION IS APPROVED r- <br /> � BRPHARCHITECTS ENGINEER T�T�E FACTORY TRANSFORMATION 40-23 WING LRIP � <br /> N <br /> EN�iNEERs INC. APPROVED BY DEPT, DATE AL 12/16/15 /� S�� � <br /> No.3ts� CHECKED I � <br /> � <br /> � BUILDING 40-023 � <br /> m�'��icqr o�\�P�o APPROVED JOB NO. WO �5I2899-ZOO COMP NO. � <br /> F oF nuzH aPPRovEo STRUCTURAL MASTER COL. H/7-9 EVERETT, WA °WG"o. 40-023-1 S73 <br />