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PROJECT NAME <br /> N 10 9 8 5 4 3 2 _ 1 <br /> � <br /> = 7 F9 6 F9 � EVERETT WATERFRONT <br /> � <br /> W HOTEL INDIGO <br /> � �� - ; <br /> ( � \\\\ ( I ' PROJECT ADDRESS <br /> a` � <br /> N � . ' ��� \\ .. ' � I . . . . <br /> X <br /> o � � 1002 MILLWRIGHT LOOP S <br /> M I—. n EVERETT, WA <br /> ' ' S3.10 I � ' <br /> w ' � I ( CLIENT <br /> U F � F9 f I F7 v F7 F7 F7 �4'-0^ F7 O O �4 AMWEALTH, LP <br /> Q � � � '''` ` � 4 � � � :: � 4 O 4 � 4 Q a ` KENT,WA 8032 HIGHWAY#195 <br /> - � - - � - - - - �. - - - - - - - - - - - - - - - - A <br /> �� ( ,. T:425.251.1600, F:425.251.1900 <br /> 5`'+y+�\ I � I I S t Address: 1�M I WRIGHT LOOP S <br /> F3 5 I � � '. <br /> � � � Q Q Q � O Q Q � Q Q � " Q Q 14'-�' � Owner. WATER PLACE HOTEL LLC <br /> � O � � ( � PROVIDE 2� 12 DEEP F G SLAB 0 � � � � � Tenant: EVERETT HOTEL INDIGO <br /> J WIDE X 12 AT POOL W�#4@12 App. Date: 3J13/2018 <br /> - ( I I DEEP ( � OC EW T&B 8 CONC Ol. ' ' <br /> �;���." ��- PERIMETER Proposed Use: <br /> WALLS Description: PHASE 1 PERMIT: <br /> I ( I FOOTING, TYP ' <br /> GROUND IMPROVEMENTS SITE WORK FOR <br /> C�O � � �O � 5 0 � � I I � � � � Q � � � � � O � � � � Q ' � � I� HOTEL INDIGO <br /> F4 �`'+�+ S2.4� � � I � � /1\ Reviewed By: �� Qate: 3 13 1$ <br /> l�.� <br /> � I I F9 F9 F7 ^ F7 — — — — — — — — — — — — — � �OfFice Set �oa Site Set Fire/Planning Set <br /> F5 � <br /> — I ' — i�- — —�— Q- � —�--- � ( --�— — --�- — �- � '�' _' -0'_ _ _ � _ �"_ _ -- B <br /> � <br /> � � � � _ _ _ _ - - - - - � GEOENGINEERS <br /> F4 12"CONC SHEAR _ _ _ _ _ _ � � � <br /> I WALLSTYP UNO � � <br /> SEE S2.01 FOR � Q -�� — — — — — — — — <br /> 1 �s"°- s <br /> ( I I WALL REINF I — � � � ~� � Q �O <br /> � � � CALLOUTS Q I !�"!� � Q � Q � � ( I , Q Q Q Q s2.at <br /> �,i� „ Redmond4th Avenue NE <br /> ( I � ( I � � BTWN F GS I WA 98052 <br /> I I � � I F: 425-861-6050 <br /> l�t� <br /> � i �� <br /> � I �� r� '� � !! ' � � www.geoengineers.co � <br /> — <br /> I <br /> � � _, � � � . � i i �s�-o• � �5� � ,5�.0• p M�,� t 9 2o�a <br /> � 0 � � �� � � d 0 � � � � 0 ( � � � � �s�-o^ � � � � I � � F5 <br /> ( � �� <br /> � 18X18 COL � I F9 � F9 � F5 ( I I F6 <br /> f �iTY oF �v E� <br /> F4 � F4 � TYP UNO � I � f � per�it Serv�ces <br /> f I I —�— � _ C}- — _ � -- _ _�- _ — — — <br /> - c <br /> � - - - - - - - - - - - - <br /> ., T <br /> O � Q � ` Q � O � ; 0 PROVIDE�TEM v I Cj O <br /> � � — — — �3 I WALI�S AROUND <br /> � ' � i � S2.42 ELEVATOR PIT TYP ( ( _� , - F4 <br /> S3.10 I � I'�` � I 1� <br /> u (,� � �E 1 � <br /> -� 0 � ' o � � � � o �-- _ _ -�- - - o o I o � � <br /> � <br /> i i � � i I i � � � <br /> � � <br /> ( �_ � � � F9 i ( _ � i <br /> �'._.. � ... <br /> I <br /> � I I i — — — — — ` <br /> ' .� <br /> €� � � sx3�s Q 0 4 4 � 4 � � � � 4 � � � � � � <br /> . <br /> ::� m � � <br /> � � � F6 : ._ __._... _ F5 <br /> — — — — � — — — — � — — — — — — — — — — — — — — D <br /> � � � � � � 0 ' 0 F4�G TYP UNO� � � O � � � � '` � � 1 � � <br /> � I � � � I 4 .1 <br /> �3.10 3 � :U i � S3 0 <br /> ___� 4 � =� Q ( 1 R E V I S E D R I G I D I N C L U S I O N L A Y O U T 1 1-2 9-2 0 1 7 <br /> , � <br /> I Q 0 � � � <br /> N0. ISSUED DATE <br /> � 0 � 0 � � � � +O � � Cj � � � � 0 � � � � � -� ��v�sioNs <br /> � � � � � I � <br /> � r <br /> � _ _ � _ _ _ _ _ — f I � I CONSULTANTS <br /> ❑� Q � � � ` � � CNIL ENGINEER <br /> I <br /> TOP O�F FTG EL � i � � 0 0 � � <br /> ( � — — — — — — — — — Q ' � � Q ( Q Q Q � CPH Consultant <br /> ` � u –O v'V O � � �� � I � F9 �' ' Redmondli WA 8052 E,Suite 120 <br /> � s2.a� _ <br /> F6 T:425285.2390, F:425.285.2389 <br /> ' I I F5 I.ANDSCAPE ARCHITECT <br /> — _ — — _ _ _ _ �_ _ _ �_ _ _ _ _ _ � I i E Geyer Cobum Hutchins(GCH) <br /> Q_� Q Q Q Q � Q ' � Q � Q Q � � Q Q —� Q — � - — 1607 De�er Ave N,Suite 3 <br /> ( � I � Tg206.2 5.44�22� F:206285.0644 <br /> STRUCTURAL ENGINEER <br /> ❑ -!'r--�-� d`i:I ` � : t5 <br /> I Q � � — ' I Brienen Structural Enginesrs,PS <br /> _ _ _ _ s2.a2 1316 Central Avenue S,Suite 200 <br /> r Kent,WA 98032 <br /> � � � :"'� ` � ` — — — �— — +� T:206.39Z0000 <br /> Q � � � Q I— — � Q � � � Q � � " 0 C! MECHANICAL/ELECTRICAL ENGINEER <br /> � � � ( Tres West Engineers,Inc. <br /> FOUNDATIONS OR SLABS PER I I � � ( i 2702 South 42nd Street,Suite 301 <br /> � � � � � I T 253.472.300 09 <br /> STRUCTURAL DRAWINGS ( <br /> � INTERIOR DESIGN <br /> BOTTOM OF � ( I z Q � ( Q Q Q O Q Q ( Q Q I Jensen Fey Architecture+Planning <br /> � � �� <br /> � FOUNDATIONS S3.10 <br /> 24 (ELEVATION PER 1 � � _ _ � _ _ — _ _ 4 _ I 7730 L e ary W ay N E <br /> �� 11 ( _ � _ ( _�� Redmond,WA 98052 <br /> � STRUCTURAL I ( <br /> �s�-s• s2.at T:425.216.0318 <br /> F7 6 DRAWING STATUS <br /> F� 100% DESIGN <br /> DRAWiNGS) I <br /> - - ---� - - I-�-- _ �— - -p�- - --�� - - - - - �p— - -�-- - � - - - - F DEVELOPMENT <br /> � � �� '�`j Q ��� Discrepancies must be reported to the Architect <br /> � � S3.10 5 before proceeding. Only figured dimensions are <br /> � 0 � � � � � 0 E � 0 0 � 0 � � 0 <br /> to be used. Contractors must check all <br /> dimensions on site. This drawing is protected <br /> � �` by capyright. <br /> „ � I '����, <br /> D 16 CONC WALL <br /> , ` _ I ALL DIMENSIONS ARE SHOWN IN IMPERIAL. <br /> � <br /> U � _ - /'� <br /> >, (\\i�� �'/ry l O Q � ` S2.41 � � ' � � r� ♦ ' Q O 'O <br /> a <br /> ti <br /> � ;i <br /> � F4 F6 F <br /> � <br /> �' — — — — — — — <br /> � — — — — — — — — -- — — <br /> N O � 0 O � O <br /> � <br /> � 1____ . <br /> � __ ___ _ , .__- — - - — - -- A R C H I T E C T U R E <br /> ° II _ f/ � � <br /> w RIGID INCLUSION TYP � � � 6�0108th Ave.NE,Suite 108 <br /> Bellevue,WA 98004 <br /> Q ( I SI 3.10� ' T:425.559.7888, www.mza-us.com <br /> z <br /> a STAMP _ NORTH ARROW <br /> Q � � _ , �C`���,,z„_�(�d�_�...- <br /> � TOP OF BEARING r� , <br /> � � �� <br /> � � SOILS (VARIES) '' �,/ ��,�` �`y� � `t"��`: ,:. <br /> & 10' (TYP) - / ` - �! � � <br /> . <br /> , �_ <br /> � . � . . � . . � . � . . � ,�� ti'�:.;� �� ���. .� -' � <br /> � W�' � � <br /> Q) <br /> � <br /> C _ '`.�� F J - �'�`l <br /> ( '��:.� <br /> � `, l' '� <br /> � r � <br /> 'r �`+0!(`_' <br /> U7� c�,:; �"`�\ �v <br /> ._.,�{ �� ... I I s�' ♦ -\ <br /> � <br /> - TYPICAL SECTION A <br /> GROUND IMPROVEMENT SITE PLAN �- � �'"��j '��� � <br /> �� �_: � ��;�� � � <br /> � SCALE: " , <br /> a SCALE: NOT TO SCALE - o �0 20 - DRAWINGTITLE <br /> 0 <br /> 0 <br /> � SCALE IN FEET GROUND IMPROVEMENT <br /> � <br /> � <br /> N LEGEND NOTES: SITE PL <br /> � <br /> 0 <br /> � 18-INCH RIGID INCLUSION (10' O.C. SQUARE SPAGING) 1. FOR GENERAL NOTES SEE DWG GI-2.0. <br /> � 2. REFER TO RIGID INCLUSION SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. <br /> � 3. DESIGN TIP E�EVATION = -14 FEET. <br /> E (QTY. 458) <br /> � DRAWN HE <br /> TJM ZAS <br /> 0 1Q� SCALE @ ARCH E dATE <br /> o As indicated 09/01/17 <br /> 0 <br /> Q <br /> � GRAPHtC SCALE <br /> c O <br /> 0 <br /> 0 <br /> N <br /> O <br /> N SCALE IN FEET <br /> � <br /> � <br /> N PROJECT N0. <br /> � 21102004-00 <br /> 0 <br /> a` <br /> o DRAWING N0. REVISION N0. <br /> � <br /> � <br /> 0 <br /> U <br /> N <br /> � <br /> C � <br /> UO <br /> C <br /> N <br /> O <br /> � <br /> � <br />