Laserfiche WebLink
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 <br /> � <br /> - �-�--.-r- -- �--- -;- --= . I��1 � I � � � <br /> ��,�-. - - — -- <br /> = ,. �.- = —==-� ��--`--�--T - �I�'.-_=�--�T :� - - �t r(_—�-----. _ r, . �- _ - _ - - K � � SRW INDEX PL(REF,LAYOUT VARIES) <br /> { � M <br /> 1' .l ,il �� � {C ,�, �I � � ' � i a — — � � <br /> � f. � � <br /> i � ,I I I I � <br /> 1; ! r:j! I� �1 , If �� I� : � 2 ! I 'I I I <br /> � :� �� ��-: - �) �� � rr.��;,, �. �r� � � . �I � �°� WBJ INDEX PLATES(NOT IN THIS WORK ORDER) <br /> �1=— =�=�__-� — � � �_ � -��=�� �— � _�— �J� � � �� i - K <br /> , <br /> — -- - - - - - - - - - - -� - - - - — —�L - - — _ — -- � <br /> � � � I� <br /> ' SRW WING LAYOUT(FOR REFERENCE ONLY) <br /> � <br /> — - - � I <br /> _ f-��: — — � a =�— ^�-�'�--�— — , . — : �—} — — _ ,— — , — , — —��—� — -- — � � <br /> — � �� ��� � �`� ��' — — — � .� <br /> , . .a;, . <br /> ,.. ,- '�' `._ � ,._-.1 ' <br /> J � <br /> I I 11•" T� I . f � � � � � � - - < FIXED 12"REINFORCED CONCRETE TRENCH LID <br /> �I ��� �. . <br /> _ : I i i1 �il: � �';� _ _!1 �� :��� � � � � �. � ;��;�` . <br /> � _ , _ <br /> � 3 _ '_ _ <br /> �-- ' � �. <br /> �� �' � I I � � ., � �( -�� ���� � � <br /> i � � �.��� � ��� ��� . �� <br /> : � �r,�� � �� , <br /> �:_�I I . � �i:,� � �.��� II II�"- � � � ��� • � � ,� �-�. .��� ' REMOVABLESTEELTRENCHLID <br /> f�� ; � �; �t�� � � <br /> . . _ _ � ,m ' _ - — d = _ _ _ . .. <br /> — -TI '- '' _ — � f=�J ��_ f �� /,� �-�i f � /� { <br /> . <br /> _ i � : � fi. � : �, . � -=�— � � <br /> T, — — — — — — � c �= t— _�- _T�( � � _ 7 �_ � � <br /> � � � ��- T � ' ' k �� `� f ° °I � � I REMOVABLE ALUM�NUM HATCH LID <br /> � I � 7� ' � � i � � 1 � ��, _ <br /> I I �f � i � I�. f ` <br /> , I f == � � ��: I� - � <br /> � � , <br /> �� � t �� II I�� t �� �` � : ,. � �: _ � <br /> �� I � ��' :II �I�t � .�.' , � �1..; <. I.I � .�° � .� I"=.Ii �1 . .,. <= SRW DRAG BRACE PLATE <br /> _ <br /> . — = - ,. . . <br /> � . , <br /> � 7 ; `�� � <br /> . , � <br /> I <br /> � <br /> � ._ � I �I� � ��'� p\I I i j I,��� � <br /> ��� � � � � I I I <br /> ��� � i =�� I, �I � i _ _iT ���� C . �� � .`� I �, � � � � � <br /> � � �� ( -- �'� � � � 1 il � � � � I I I � � <br /> �-- - �- �� � �k ��� _ �_4 <br /> � : � , r- ,—, ,,-- ,� ,� -���om om�, --��-,�, ,, �o � � -_-�� �_—,----� _--- NOTES <br /> �� GENERAL <br /> �- � I � � ,� � �i � � , � � <br /> I r�. ��- �� I .° I � � �� � <br /> � ' <br /> , � � �� , � i I � °° �. � � I� _a,� o� <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 <br /> . � � i ��. � � �. �,:� ��. � � � � � � iI 2 E � <br /> I 1 :: � � E - - � � i j <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 <br /> � — —� � � i C <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 <br /> , <br /> .. _,� ',, _ � _ _ r <br /> � r �'---- 1 � - - - -- I I <br /> - - jj' — �— <br /> .I I � � ' I J _ I '-__ _ __}.-_-_"- I � �_-____ -___-_ I __ . <br /> � I �. �� !� I , i � � �� <br /> ',- I j - C ;- �a � � � I j 3 � 4'-0"x 8'-0"UTILITY TRENCH(TYP),SEE SECTION D/S289 <br /> F , , � ��� , � 3 � <br /> � , .� �, �_ 7�.. �r� � �..,�. ' � � <br /> , I �� �o � � i. —3 ' �` �� �--��' -� I - --� � i �— � � <br /> � ' I �� I��I� �� : � � I��/�I fi � � �,� �� [,�� � �� � � � � � I � <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 � ' � <br /> � � �� <br /> � -,-. ��.-� 3 �,�������`�� � � I�/II �` �° - �i ��� —�-- � �� � I <br /> � � D- - — — -- --� ~ --— <br /> o � �� � a , <br /> �' � �� <br /> � ��� � ����� � � �� " � � � �� � � � � � 'I � ��� 5. CONTRACTOR TO ENSURE FLOOR FLATNESS CRITERIA: <br /> , 4 ! II' I `�� � <br /> � - �� �:���C�_ ,�. � � 4 � I4 J <br /> � � � � ��� �,,'.,� � �� I o ��� � '..Q���, � I//1��� � ' � �� �i�� ' ' � i � I � � �, I <br /> ' ' `� NO STEPS SHALL BE LARGER THAN 0,125"(SEE GENERAL NOTES) <br /> � -� _ � � � �� , ,�� � <br /> -- -�_ =- - _ �_�� - � '—`� � <br /> , I "` =�-- - �=`_� ,--„ _�, ,-�� j '�� � � � � � "—,- � � <br /> �- , ��� � �, �- � � �����'�' �,_/��' — �—�—�— --- ---- <br /> � — — — <br /> _ T _ <br /> � �' � �--rtL ��' 1�}�� � ,. <br /> � . � ���- '����� � — � ������ - ���� �t � �� I ; � i � ;� ��--� — — — L.7 � �� <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 <br /> � 1��1�,11 I,I/�� � If . If; 3 �1- � ; I � � � � � �� � il i � � <br /> � 3 I ,I I � I I { �' I .:. I <br /> � . � �t �� i o ��,/ � - ,� -� � t . �1 � �� '� a," � @ � ai I <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) <br /> ; , � , i ,i o, � i,� i � � , � a� �a�o � � � — , 4--�--T— ; , ,-�----�— <br /> � ��� � ! �, . �-i '; �� ' �i 1'� ��� � �-���1 �-�� �; � . ���� ���� �'i�'� � � � � � ' ��� ��' `� � � <br /> --�- -- — � ! .� I--�I—�-_� � ���=-._��—�==—� <br /> f l . � —t �-�: f f � . : � � ,l�jt�l ��: �� �— ' � -._��__ � <br /> � <br /> � � . f � . � ; � � - , ; �, 1 f1 .: � . . ;: o REFERENCE DRAWINGS <br /> . I � � � � ��; r�%�� r �� �� : � r � � . 0 <br /> � o. '` !/ 7 -.; ; , �;'". � o ^ `,� � �� �:�, �� ao 1. SEE 40-035-S2n FOR GENERAL NOTES <br /> ,�_ �,:..�_� � � _ � ,�� ���_; - �� �� :���� �-� � E,- , °! ��� � } 2 SEE 40 03 <br /> .. . <br /> � ,� _ � �` . ,--.- = I== � _ � -�����r. :_ _ _ . - 5-S2o FOR STATEMENT OF SPECIAL INSPECTIONS <br /> � ' ', — � I� f � , � ( � T — 1 <br /> r � "� �, � � � k �' a -f' � — =G � — _ = I . <br /> , ^ _ � \\ ` � � BLDG 40-034 <br /> + <br /> , <br /> �. , , � <br /> � I I I� �. ,�� �� �.r � � � ' �� � <br /> � ` <br /> . <br /> f : ; � II 11 , � - ��� ...� ��� II ,- ����,� � „ „� <br /> � . � <br /> �; I I I . � - � '� �I I� �:_ r �• , � �� _ K <br /> 12 13 14 15 i6 1l <br /> - I --- � i . � { 1 3 Is I � ti/ �� ' /� K <br /> —f— —� _ I—'— � -- I -- ' K' � ������ / K� <br /> I �-- ---�-�-- --1 � 1l-1r--�----.—. —�-�f I ,-- ,,�-�- < < /%� r <br /> ,: <br /> �� �-.� I �. �� , a "�� � �" � � �. , � <br /> r= � II _�� " .�. ,.�� <br /> . <br /> , <br /> . <br /> � I , _�� �% <br /> . a �:�/� <br /> . � . <br /> .. <br /> , <br /> �� <br /> . . ,� : <br /> � I �If _ `ik, ` �. � I �, 13 <br /> �. . <br /> � i � �. { /��� <br /> � � � <br /> _ . / <br /> —. , — � <br /> , <br /> � �� . � � — — — <br /> £ / <br /> , <br /> . _ . � a x � ; a �� i T"'�--f i fi� � � �� , — — — — <br /> � �� nA L.3 � // i//� /� <br /> � t <br /> - — — — I - — — — i — =, — — — — — — — — BLDG i( /�i� � �a <br /> •-,---= ,. r . . � � _--�-. ,- ` ` 1VI <br /> � �I ; i � ! I 40-025 � 16 �/17/ <br /> , � � i �., ���� ��,�� �.r <br /> � � . . . . . �G � <br /> — � �-.� - — — --� — - - - - - - - — - - - � � � . <br /> / <br /> �- -�--�- .-�- -� � <br /> � 19 �24� <br /> F � ,I 1 i � �-- -,=� -�� � M f/%%/% <br /> ► i� �i� i� i � i�� r �i �- 1z i 1 ��, � i � ��� � � � <br /> �� �ii ir � ��� � i� i `� � � ���i r �� i . � , � . � i � � ��%%%%�23% M <br /> , � <br /> � � � � . � � <br /> , <br /> . � _ �.ii __ i� ������ ._ �.� �. _..�_ ��� _'�� �, � � � _ � �� , � �� � � � " <br /> � ; <br /> � ��� <br /> = — ��� �� �, �—��_.. �' . �i� ; � . � �.��� � r� ,- , � i�, ��. �,�1 --- �- � � — — — — N . <br /> N <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 />