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LEGEND
<br /> 12"UNREINFORCED SLAB ON GRADE
<br /> OR 12"THICK TUNNEL SLAB
<br /> - - -�' 12"REINFORCED SLAB ON GRADE(DOT PATTERN)
<br /> 11 11' 12 13 14 15 --- - - --
<br /> 8"REINFORCED SLAB ON GRADE(CROSSHATCH)
<br /> 3'-03/8° 100'-0° 100'-0" 100'-0" 100'-0" o n
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<br /> � :� �� ��-: - �) �� � rr.��;,, �. �r� � � . �I � �°� WBJ INDEX PLATES(NOT IN THIS WORK ORDER)
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<br /> — -- - - - - - - - - - - -� - - - - — —�L - - — _ — -- �
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<br /> ' SRW WING LAYOUT(FOR REFERENCE ONLY)
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<br /> I I 11•" T� I . f � � � � � � - - < FIXED 12"REINFORCED CONCRETE TRENCH LID
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<br /> �:_�I I . � �i:,� � �.��� II II�"- � � � ��� • � � ,� �-�. .��� ' REMOVABLESTEELTRENCHLID
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<br /> � � � ��- T � ' ' k �� `� f ° °I � � I REMOVABLE ALUM�NUM HATCH LID
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<br /> �� I � ��' :II �I�t � .�.' , � �1..; <. I.I � .�° � .� I"=.Ii �1 . .,. <= SRW DRAG BRACE PLATE
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<br /> � : � , r- ,—, ,,-- ,� ,� -���om om�, --��-,�, ,, �o � � -_-�� �_—,----� _--- NOTES
<br /> �� GENERAL
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<br /> _ .
<br /> � � � " � � -�� m �'° ° p � ( � I � 1 EXISTING UTILITY TUNNEL TYP
<br /> � � .�I_ _ � �, ��1—�'"=� �.— ��� 1��F_�� � _ ��\_—{ ' � � � � �I ; � ( )
<br /> � �=i 1 � '_`�_,� � f- T---I---- � ��—�i—�-- �— ��� I
<br /> I I I � �— �7 �.i�—=l��� � �� ,4� � � I
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<br /> - _ - - � � -� �� ' � ii. ����.� ��� - i � � � \ � , � � XISTING PEDESTRIAN TUNNEL(TYP)
<br /> i � -�--- � --}—, —, � -�—, ,- —� — ' �I� �_�, _— � — — — — L.3
<br /> � �
<br /> � � _ �; , 4� ���� , li�_�k� � � ��� � � I� i �,�s � � �I� �� � ; '
<br /> � ��� ���� �� ��� � �- ����, � � ���� i � �4 � i � �4 ��, ��' I � WBJ UTILITY TRENCH (NOT IN THIS WORK pRDER,TYP)
<br /> _ � i _� � ��� -- =� I ;� ;�.� i �� � > I
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<br /> � � ��� � � �,�,� �'- , � 4- t. ��-r':� �- - �t� � — f— � : �-- � - �
<br /> � �.`� :II -�. � ° � ll I�- � � ;.;� �, �� � o�� <��� ,- �
<br /> ��' � a�, � r, , , ���,,�! � � �:; � �� ,-� 1, � � ,!� CONSTRUCTION �NOTES �
<br /> I ---�-=_ 7r--_ I(Tlr; ; �
<br /> � � � i �� ��� I�` � � ���� .— �� i:_ �-��� � �� � —� � -- �—�- ' — T----r � �
<br /> ;
<br /> � � ��`: I � �:;'� � � ", � �" I�f�r � � � � �� � � � � 1 4'-0°x 4'-0"UTILITY TRENCH TYP SEE SE TI 2 �
<br /> � - I �-- — - —�--------- 1 �� �� -- —— .� i � ; � � )� C ON A/S 89
<br /> � �`�, � -� - — �-' - �
<br /> � ` � � o , � � � � �— -�-- - t---�— —� �
<br /> � � � �� 1 - 4 � 14 � � i � ' 2. FOR SRW INDEX PLATES AND DRAG BRACE PLATES,�SEE �
<br /> � ' I 4I� I � � PARTIAI SLAB PLANS
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<br /> ',- I j - C ;- �a � � � I j 3 � 4'-0"x 8'-0"UTILITY TRENCH(TYP),SEE SECTION D/S289
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<br /> � � i � �, 3 ' i�. i ��� � ����� � � ��� I . ����,, I � 4 2'-0"x 2'-0"UTILfTY TRENCH TYP SEE SECTION AIS288 �
<br /> _ � I � � � I(°_, I �� � �, � � ,_ � � ��n 3 � �� ��' � �I� �� ! ° Ia .11 � ' �
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<br /> � ��� � ����� � � �� " � � � �� � � � � � 'I � ��� 5. CONTRACTOR TO ENSURE FLOOR FLATNESS CRITERIA:
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<br /> ' ' `� NO STEPS SHALL BE LARGER THAN 0,125"(SEE GENERAL NOTES)
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<br /> ` � `i �' � � ,� -�� � :� ;,� r� � �� �,�,' 1 � � � � % � 4 � � i � �� � � 6. � REMOVE WBJ PLATES AND TRE '
<br /> NCH COVERS AS REQ D FOR
<br /> _ ,'.( I -I� � II I I;f��'I �� �7 '�f � I - � SRW WORK(TYP)
<br /> � . ��-� — — -- � J- L� � 1 • ��� � ��I -� --� �� - ��—T— _ —_-_-k I
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<br /> ��,�� �� ��., � � � ` ' ��� c ��� � � � ��� � I�/F� I ��:� o; � � � � ; � �I � � � � 7� HOLD-DESIGN IN PROGRESS FOR PROPOSED ALUMINUM HATCH
<br /> �� � � �� � �. .o o� � � i I .a�
<br /> , .--�- � -�- -T=,-�- - � —�` + � �� �-- (� �� .' i- � -a- ' °� ' -- -- --- LIDS(DO NOT CONSTRUCT)
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<br /> � ��� � ! �, . �-i '; �� ' �i 1'� ��� � �-���1 �-�� �; � . ���� ���� �'i�'� � � � � � ' ��� ��' `� � �
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<br /> � � . f � . � ; � � - , ; �, 1 f1 .: � . . ;: o REFERENCE DRAWINGS
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<br /> � o. '` !/ 7 -.; ; , �;'". � o ^ `,� � �� �:�, �� ao 1. SEE 40-035-S2n FOR GENERAL NOTES
<br /> ,�_ �,:..�_� � � _ � ,�� ���_; - �� �� :���� �-� � E,- , °! ��� � } 2 SEE 40 03
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<br /> � ,� _ � �` . ,--.- = I== � _ � -�����r. :_ _ _ . - 5-S2o FOR STATEMENT OF SPECIAL INSPECTIONS
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<br /> 11 11' 12 13 14 iS 16 17
<br /> BLDG 40-036
<br /> � � � ' � ' ' � ' ' � � BUILDING4 - �� �
<br /> 0 035 KEY P�AN
<br /> NTS N
<br /> 0 15' 30' 60' 90' .
<br /> SCALE: 1"=30'-0"
<br /> NEW SHEETADDED
<br /> COMP�SITE SLAB PLAN ,�,.brph.�om �opyri�htozo,�
<br /> N Arch�tects, Engineers, Constructors
<br /> SCALE: 1��=3��-��� This item has been eiectronically signed and sealed •
<br /> by(ErnestMaiteri,PE)usingadigitalsignafureand StateofWashin tOfl
<br /> date.Printed copies of this document are not O 19020 331'd Ave W,SUlte 530 g
<br /> consideredsignedandsealedandthesignamremust Lynnwood,Washington,98036 Certiflcate ofAuthorization ,
<br /> be verined on any Nectronic copies. 425-921-3500 Architecture No.603235512
<br /> Engineering No.3137 �
<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE n
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A`�S� MA/�.F ACCEPTABILITY BEL O3IO8/�� �c
<br /> 0 ISSUE FOR CONSTRUCTION(SRW-40-035/40-024) (WBS16321) BEL EM 03/08117 y �Q —
<br /> ���� �F S i / THIS DESIGN ANDIOR �HE�KEo SLAB PLAN 16321 p 03/08/17
<br /> r
<br /> ��, � ��'� SPECIFICATIONISAPPROVED AHM O3IOSI'I7 SHEET �
<br /> SO�,��� est e i :, p
<br /> ENGINEER T�T�E FACTORY TRANSFORMATION 777X SERVICE READY WING �
<br /> 57: 5"A 03 (-08'(�' M APPROVED BY DEPT. pATE EM 03/d8/17 �
<br /> � CHECKED � �� _Q 0 � �
<br /> BUILDING40-035 � r
<br /> o� F��S T�E��p ��� PPRaVED .IOB NO. COMP NO. -
<br /> � E PPROVED W015/2899-801 �
<br /> ss �N A L �� DWG NO.
<br /> STRUCTURAL MASTER COL 11-151 K-N EVERETT, WA 40-035-1S3-801
<br />
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