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<br /> FOUND 1/2" REBAR AND PARCEL A: Sheet � � h m � h
<br /> � LOT 1 AS DELINEATED ON CITY OF EVERETT SHORT PLAT NO. 15-98 Number Sheet Titie R �ry � �'=�'�_ ,i," �:' � O � � �
<br /> CAP "CML 9597"0.1'N.x0.7'E. r� � �
<br /> N 328277.98 � RECORDED UNDER AUDITOR'S FILE NO. 9810025001, RECORDS OF ;, ��{ � "' '�'
<br /> - - SNOHOMISH COUNTY, WASHINGTON, BEING A PORTION OF C0.00 COVER SHEET a ��� � M1
<br /> - E 1304390.21 � � � � �,�,�,�4,�y���„�r���,a:r�
<br /> � �� GOVERNMENT LOT 1 OF SECTION 29, TOWNSHIP 28 NORTH, RANGE 5 C1.01 AREA A DEMOLITION AND TESC PLAN ��� ���� �k ``
<br /> <, �LEV 447.51 FOUND 1/2 REBAR �
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<br /> I � r� , AND CAP "CML 9597' EAST OF THE WILLAMETTE MERIDIAN AND LOTS 1, 2 AND 3, WEST C1.02 AREA B DEMOLITION AND TESC PLAN ''k� �' "'�y' � � �
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<br /> • � 0.1'S.x0.1'E. VIEW, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 19 � ,
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<br /> �� N 328226.60 � OF PLATS, PAGE 103, RECORDS OF SNOHOMISH COUNTY, C1.10 DEMOLITION AND TESC NOTES AND DETAILS . ' Sz� e. ���`�2�� a r C h I � V C �
<br /> / �;" �� _
<br /> "�� ' ��� E 1304524.17 WASHINGTON;
<br /> � � ., � C2.01 AREA A GRADING PLAN �' ' �
<br /> / "� -.�� �'�-�-�. EL�V'4.�1.46 � EXCEPT THAT PORTION THEREOF CONVEYED BY QUIT CLAIM DEED ; '��, : A ' �,,;;�,
<br /> , 5noha 1 g2g 43rd Ave E., Ste A
<br /> E: - RECORDED UNDER AUDITOR'S FILE NO. 200104250480, DESCRIBED AS C2.02 AREA B GRADING PLAN ,�. b 4� _
<br /> " FOLLOWS: � Sz� Seattle , WA 98112
<br /> , '`tr9ui�if[�c,
<br /> °"��ND 1/2" REBAR AND � C3.01 AREA A STORM DRAINAGE AND UTILITY PLAN ( 2 0 6 ) 4 5 3 • 4 O 5 3
<br /> = � BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 1, SAID � ��, s h o e s m i t h c o x. c o m
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<br /> • • � }g�M CA�';'CML 9597"AT CORNER � ' � �$
<br /> �, CORNER ALSO BEING THE NORTHEAST CORNER OF THE WEST HALF C3.02 AREA B STORM DRAINAGE AND UTILITY PLAN � �`
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<br /> N 3�8219 10 � � � `� �� � �as�r=iurit � �
<br /> � E 13U4517 74r�,,` �,_ �\ OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF C3.10 STORM DRAINAGE AND UTILITY DETAILS � `��
<br /> °�� THE NORTHWEST QUARTER OF SAID SECTION 29; � ; ��' Permit#: PWi812-055
<br /> � ELEV 451.39 � � Site Address: 2235 LAKE HEIGHTS DR
<br /> _;. �>2 ' .�, ';; ��� � THENCE SOUTH 00°04'07"WEST, ALONG THE EAST LINE OF SAID C3.11 STORM DRAINAGE AND UTILITY DETAILS � �, �'��
<br /> gy ;_ . ' :�, '��- Pernie-Peinf � ¢ ;� � Owner: BETHANY ATSILVER LAKE
<br /> '• .., WEST HALF AND SAID LOT 1, A DISTANCE OF 426.59 FEET TO THE (�' �� •
<br /> , ` ! FOUND 1/2" REBAR AND -� „� �� �� C3.12 STORM DRAINAGE AND UTILITY DETAILS � � �.�� � ���,��a��r F�r-.7 Tenant: [TenName]
<br /> � �. `` SOUTH LINE OF LOT 5, PLAT OF CAMPBELL'S BERRY GARDENS, -
<br /> '; `�AP "CML 9597" 0.1'S. ,- '-� � ` ACCORDING TO THE PLAT THEREOF RECORDED IN VO�UME 9 OF C3.13 STORM DRAINAGE AND UTILITY DETAILS Y t�
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<br /> �°'� �'"'� �� '�1 �281$5.,01 �,� - � � � S TE �� Pro osed Use: �+
<br /> � ��= x PLATS, PAGE 67, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; C3.14 WATER DETAILS �' '"" ��� �,� 6 Des�criptian: BETHANYATSILVERLAKE-DRIVEWAY/
<br /> / �.) �'1304608:09 � :a
<br /> ''' ' - ELEV 453'.�2 � � . THENCE SOUTH 89°34'09"WEST, ALONG THE SOUTH LINE OF SAID LOT � � ����,., F�
<br /> . . `" �at.a��;��.d�r. ��-,-:r� �yens•:;:-,�- � '' �^, ASPHALT/CLEARING
<br /> � � `�.-� ``�" �'���� � � 5, A DISTANCE OF 1.78 FEET TO THE SOUTHWEST CORNER OF SAID C4.01 AREA A HORIZONTAL CONTROL& PAVING PLAN � � �,���� ���P�r ;�
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<br /> ' � PARCEL 28052900205100 �� � �`_ =r LOT 5; � � �` ` � ,
<br /> ` � r,-� > � C4.02 AREA B HORIZONTAL CONTROL& PAVING PLAN � � Reviewed By: �ate:
<br /> � ;� `�-' �:-�' �, `�� THENCE NORTH 00°16'33" EAST, ALONG THE WEST LINE OF SAID PLAT, �
<br /> � `�� , 4 ' �n.� �.,r i�°.. � � �`' '� M��I C�eek��7s#
<br /> '��'� ;� I y � ; �>� � ':�•. A DISTANCE OF 426.61 FEET TO THE NORTH LINE OF SAID WEST 1l2 C4.10 PAVING DETAILS � � � _OfFice Set �ob Site Set Fire/Planning Set ,� ,.
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<br /> ` / - ' ` � - � �... THENCE SOUTH 89°34'14" EAST, ALONG SAID NORTH LINE, A ` � �'
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<br /> �, ` FOUND 1/2 REBAR, r.p;� �`��� DISTANCE OF 0.24 FEET TO THE POINT OF BEGINNING. � � �
<br /> ;`�� �"� � RADIAL TIES ONLY, 0.1'S �-; I SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. REFERENCES �� � 9 `� �
<br /> � � 8�0.1'W OF CORNER 6/18 � �;`- ` "t��'�"�4°`� ��
<br /> � ) ��� PARCEL B: ��" �
<br /> FOUND PUNCH IN 1 1(2" I''� �Y`' ,�-, N 328105.96 LOT 2 AS DE�INEATED ON CITY OF EVERETT SHORT PLAT NO. 15-98 R1 PLAT OF WEST VIEW V.19/ PG.103 �� �"°�.,. "
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<br /> BRASS DISK IN 4"x " ,� --- y • ~ � "�..�, 1 � E 1304786.90 -.; ED UNDER AUDITOR'S FILE NO 9810025001 RECORDS OF R2 BETHANY OF THE NORTHWEST SHORT PLAT RECORDWG � -- • �� -
<br /> �'t'3t.3MQ '("7fi�,QN � I ° .. RECORD . , N
<br /> CONCRETE MON MENT ,� ELEV 453.78 SNOHOMISH COUNTY, WASHINGTON, BEING A PORTION OF NUMBER 9810025001.
<br /> DOWN 0.4' IN C E. FOUND 1/2" REBAR 0.1'W. �'�` ��P� �'�����'� ;;.;� / GOVERNMENT LOT 1 OF SECTION 29, TOWNSHIP 28 NORTH, RANGE 5 R3 RECORD OF SURVEY BY CLARK M. LEEMAN RECORDING VI C I N ITY MAP a
<br /> �d��?985 56
<br /> TBM 'A' N 328030.67 .-�' -� NUMBER 8906235006.
<br /> EAST OF THE WILLAMETTE MERIDIAN.
<br /> EL 451.78 ' E 13043��7, �' $ ` NOT TO SCALE
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<br /> / E 1304245.95 � ' f'' ELEV 456.18``�� PARCEL 28052900205000 � A � SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. � �
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<br /> N 27977 37,_ � ELEV 453.10 � r
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<br /> � 1304113 �'`° f� --'J� �'`>> � ' F UND 1/2" REBi4R& `
<br /> �E FOUND1/2° REBARAND '' '' ��~'�-�, , .f ��� CA "ASPI35975"(�.4'W ' EXISTING LEGEND OWNER/APPLICANT ' '
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<br /> , CAP CMI 9597 0.2 S.x0.2 E f ;, �.;� � ``` � ` o f, &0.7' OF CORNER. U�1/18) � � �' AREA A T ,. , �; , , , BETHANY OF THE NORTHWEST
<br /> �� N 327965.48 ,� .. ` �� � �� �� „ N 3279�7.65 � � , _,_ �" � � 5� ;� PO BOX 13700
<br /> '' - � �...' E 1304191.54 r� �`� �> �. - � E 13047�6.60 ;� h'�`��
<br /> ' � ' .� � . '� � ' � MILL CREEK, WA 98208
<br /> ELEV 454.17 , °~ '� s ELEV 4�6.56 ' _ 2235 L k �"� t �
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<br /> ,_ ' �,,� � • . �, ; , �+�, ;, :� `�.� :,�. ..• : , (� SAIVITARY � :;_ PHONE: (253) 383-2422
<br /> �� �. � ; } / i , � � , : ' � ,,, ' i REQUIRfD PitIOR TO STARTING
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<br /> FOUND 3/4 REBA � ` � ' f ``�/ � �.; :.a * ;�'�, I �` I `~� s � `, AHY CONSTRUCTtON on n+u
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<br /> � ADDITION . �. � o CATCH BAS,=. CONTACT: LUCAS JOHNSON, PE, LEED AP
<br /> LEANING EAST 0.6'S.x0.5'W. ''' � �� $ .� .. . . � n Pno�ecr. ADPROV1LL fOR THIS
<br /> '�93yr, �`�,•^, '� ��y�� • "�`, � PROJER IS COND2TiONAL PER O '�jp STORM �RA `� , . EMAIL: Ijohnson@ahbl.com
<br /> N 327892.50 w N {�,,�``,,, � 1 ' ' J /�/� . • ;;, � '`. '-- I I I T�F�C /',�'.� CURRENT ST DARDS AND KEYMAP
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<br /> E 1304311.21 S , `�, <`.,�♦ r + �7 ,I ' ' / �•i �''"'� � U ` 7ERM3T FOR CONSTRUCTION NAS � RVEY �
<br /> ELEV 458.60 "� ``� `'SS„ '° � '��/ ,' � :` Clly �lV, _ BEENISSUE0. < CULVER i ti7� � .
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<br /> THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED �� \ s1 �"l,, �� �� �/ % ' � '�' ,,. CfTY OF EVERETT
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<br /> UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS �'� ���� '� �`�._� `�'-`�� �� � . •��r�' _. ;._ �_ - , _ RESPOrvSE#1 B�DG � �
<br /> � � �"` ` ;.;.,.; - �-'-" E� � r `:�� -. SHOESMITH COX ARCHITECTS, PLLC 3 ___03.29-2019 ( )
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<br /> INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT �`'��., � �� � �' � ��' �� �� �' ��'� �..:t' �`"�� � � � � � UITE A �
<br /> � �� "��,' , a ,: �_�--1 I' �-� ; . , ;, ; y �; rMU RETAiN�N��� 1928 43RD AVENUE E, S CITY OF EVERETT
<br /> ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE �.� � :�., °�, , << � � j �., .. � ,� SEATTLE, WA 98112 4 04.29-2019 RESPONSE#1 (PW)
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<br /> ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR ) � ��� ,,� ' . , r ' � . PHONE� 206-453-4053 •
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<br /> OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO �. � � ,:`,.�' � ' " �'� '� _ ; I CONTACT: JOHN SHOESMITH,AIA, LEED AP
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<br /> THESE DRAWINGS AS A RESULT. �� - %e.. :=` f � �, 5 05.31 201
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<br /> FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE "9597" iN 4"x4" CONCRETE � f .�� ! .v% �- ` I `� � ' ' SEATTLE, WA 98134
<br /> � & AP "CM �S 9597" �'. >� �z„OW D�G�u, �1�.�
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<br /> OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT MONUMENT DOWN 0.4' �� . ,` DO, N 0.4' (7/1 � � -�`.� ��'h,� �pP�� PHONE: 206-402-5156 -
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<br /> SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE IN CASE. (11/2017) „ �;/ N-3"2 7.65 �`� � ^ � ,. - ���^=.�.�_ ,.. _.�,-4--, CONTACT: BLAKE BERGH
<br /> SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL TBM 'C EL 454.36 `#��_�_�--�' E 13047 81 ��:, t� �,''`�] � EMAIL: bbergh@lundopsahl.com
<br /> ��' LEV 4'�J4.H7 . � �,.�� ���� ����C GED�.�; PROJECT MANAGER
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<br /> ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS N 327653.93 � � -� � -- -
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<br /> SHALL MEET THE REQUIREMENTS OF THE WASHINGTON E 13046h9.95 FOUND 1/2" REBAR �''_ � • "� 12"F �IR
<br /> 8� CAP "CML LS 9597" � PARCEL 28052900204900 � -- ---� - �� �->�- M EC HAN ICAL AN D LD.1 --------- -------- •
<br /> INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. \ t "� ''�" ;�� _ _ .:�Y__:$__ 12"H HEI�q. PRo�Ecr eNciNEER
<br /> DOWN 0.1�, o.,�s oF � �;�FY I e � � � K�� ,�a=�� ^�: ELECTRICAL ENGINEER TJM
<br /> DATUM/BASIS OF BEARINGS CORNER (7/18) � , �4r'r ,, , � PROJECT TEAM AIEMBERS "
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<br /> UTILITY NOTE N 327633.28 '• ' "" 'i�-' ; �' I � Q , 100 SW MAIN STREETRS TE 1600 RJS
<br /> HELD A BEARING OF NORTH 58°53'55"WEST ALONG THE E 1304684.176 ;" � "x� r : ,
<br /> THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE MONUMENTED CENTERLINE OF LAKE HEIGHTS DRIVE. ELEV 453.36 � ' �' ��=.-..=---� � - ' '`--� � ° " ' PORTLAND, OR 97204 cHECK--- �--^---"--- -
<br /> APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY FOUND IRON PIPE ' 's PHONE: 503 382 2266 DCN �
<br /> HORIZONTAL DATUM: 3l4" O.D., UP 0.1' 0.3' �=,_ � ' � CONTACT: RICK SILENZI -
<br /> VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE S OF CORNER 7/18 �' `'� ` � } ' '
<br /> NAD '83/'91 WASHINGTON STATE PLANE NORTH ZONE { � 'a � a EMAIL: ricksi@interfaceeng.com
<br /> CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF N 327560.25 �� � t� �
<br /> � � V !
<br /> ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND ORIGINATING BENCHMARK: E 1304804.918 �;' --�� Z i � � LAN DSCAP E ARC H ITECT sEA�
<br /> AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL ELEV 452.30 � '=�' � � ��
<br /> DAMAGES THAT INCUR DUE TO THE CONTRACTOR'S FAILURE SNOHOMISH COUNTY CONTROL POINT GP31005-89 AS PUBLISHED IN � Q � ' - ;
<br /> WGS SURVEY DATA WAREHOUSE. ,.� Z � 4 = ! ' f; ? AHBL INC.
<br /> TO LOCATE EXACTLY AND PRESERVE ANY AND ALL ;� ' y a ` � ( � a ' ; ;,.. , � 1200 6TH AVENUE#1620 �,�5 TOp�,
<br /> UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABtLITY FOR � � O # , -- � eas LL' •
<br /> THE LOCATION OF UNDERGROUND UTILITIES. VERTICAL DATUM: NAVD '88 AREA B � 4 _ � � : `� � ' °� c� ,�
<br /> = DITCH � '.i PHO EL 2 6 267 2425 � �0� �j� o�
<br /> ELEVATION: 497.86 , ._, a � } : � ''� -� = 'y�
<br /> I ` - � � � � ..� m � ( = . °.. -- --- ,S SANITAR� ��vU�t2 Lit�a��� CONTACT: KRISTIN GLANDON ` o ,
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<br /> ���� ����'��������� TEMPORARY BENCHMARKS: � �, ' ��� ��� � � ���� �� " °�� � � ��� : � -----------5Cr STORM D�zA�N �sr�E EMAIL: kglandon@ahbl.com _
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<br /> ,�. .. � �' - - - - OP OVERHEAD PQWER LI'�.: ,� �r
<br /> FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, � TBM 'A' ���>� � � �� �. �� •�� � � •� . ,. � Q � � ��� � ����- P POWER �iNE G EOTEC H N I CAL E N G I N E E R ��.,��, �'Esis��� ��'�'� �
<br /> OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOP OF MONUMENT IN CASE AT THE CENTERLINE OF LAKE HEIGHTS 1 Y � '
<br /> � � � � �: _ -- T TE�ECOMMUNiCAT,OI�;�' . .� EARTH SOLUTIONS NW ss1�NAL ��
<br /> TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, DRIVE, t 217.5' NORTHWEST OF SITE. i � � �" ` O � I
<br /> OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ,,a` ;`� .: (/� � : �,, : -- C CAB�E �IN�: 1805 136TH PLACE NE, SUITE 201 � '
<br /> ORDER, OR STANDARD. ELEVATION: 451.78' ��,*� _ �- ,:• �� ' ------- W- WATER � � BELLEVUE, WA 98005 5/31/2019
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<br /> ' � ' � � ' PHONE: 425-449-4704
<br /> ; �, . _ , ,. .� � I � `.�' __ ___ _._._ _____.._ „S LIl���_. . rinF
<br /> ii�'� TBM 'B' � '� ; ' 7 % i ;; :,,�, ' EMAILAs m su ada@eart soluti nl nw.com
<br /> 1 c�N COVER SHEET
<br /> �
<br /> �
<br /> AUTOCAD FI LE REBAR WITH RED CONTROL CAP ± 13.5' NORTHEAST OF SDMH 2216. ;;� - � .'' ;` `�'. � ' :' � /�, , j, __ ____ _______________ _ ___
<br /> . ,� ; . y t�,� � - ;
<br /> � �; ; , 3- I i��¢� y"�lw����.
<br /> AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH �> x�'���� � ; , _, � , ;,�..,.�-�° / � �
<br /> �, .
<br /> ELEVATION: 455.88' � ` �` � t--�� `' -/ ' ' � �
<br /> SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE f � • � - � Civil Engineers
<br /> PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL X > • ; '� � /'�, I Structural Engi�eers �
<br /> _ ,
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<br /> NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT '� TBM 'C �' "' ', � - .�- /1�/� ' ' Landscape Architects s>.��w�
<br /> DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR TOP OF MONUMENT IN CASE AT THE CENTERLINE OF LAKE HEIGHTS ��,�. �/// , �
<br /> � / , : Communi Planners
<br /> PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS DRIVE AT THE END OF CULDESAC. �' �`�- -�; -°'� �'� ' �1'
<br /> _
<br /> AND COST FOR ELECTRONIC AUTOCAD FILES. FOUND 1/2" REBAR - ;'� %; °� Natura�Resource Ecolo ists , ` �
<br /> ELEVATION: 454.36' & CAP "TRIAD 18094° � , � ' � yors g ��� � �� � ��` � PRo�Ec1 No.
<br /> PHONE: (253) 383-2422 � "�""'"'��"� "`�"°�'g '""'`� �.��'' � �and Surve
<br /> DOWN 0.5', 0.1'E & ��;" � �i ��: �� ■� � � � �P� � �� � Neighbors 18.03-01 _
<br /> FAX: (253) 383-2572 AS-BUILT NOTES 2.2'N OF CORNER(7/18) ;�<¢��, r, -- FOUND 1/2" REBAR& oAr�
<br /> CONTACT: LUCAS JOHNSON N 3273Q3.71 � � ` FOUND 1 2" REBAR& C P CAP "CML 9597", DOWN
<br /> 1. CONTRACTOR SHALL MAINTAIN AND PROVIDE A MARKED UP SET E 1304807.938 "ASPI 35 5", DOWN 0.3 0.1', 0.2'E &0.1'N OF N � � 12/21/2018
<br /> - -- -----------
<br /> OF DRAWINGS AND SPECIFICATIONS INDICATING ELEV 453.34 SET IN FENCE CONCRETE - PROJECT NEPNORK PATH
<br /> O CORNER. (7/18)
<br /> AS-CONSTRUCTED CONDITIONS FOR ALL CIVIL WORK INCLUSIVE FOOTIN ON LINE (7/18 N 327304.63 GRAPHIC SCALE -------------------------- •
<br /> O OF ELEVATIONS AND EXISTING SITE UTILITIES ENCOUNTERED. PARC E L N U M B E RS ' N 327302 56 E 1305115.39 T A C O M A • S E A T T L E
<br /> � 28052900205100, 28052900205000, 28052900204900 E 130491 .40 0 25 50 100
<br /> Q Q� r% 2. SUBMIT RECORD DRAWINGS TO ENGINEER FOR SUBMITTAL TO ELEV 45 .25 � S P O K A N E • T R I - C I T I E S --------- -- -- ----
<br /> � � SHEET NUMBER `
<br /> THE CITY OF EVERETT WHEN THE PROJECT IS COMPLETED. 2215 North 30th Street Suite 300 Tacoma, WA 98403
<br /> S I T E A D D R E S S 1" = 50 FEET 253.383.2422 TE� 253.383.2572 FAx www.ahbl.com wE6
<br /> Know what�S beIOW. 3. CHANGES OR REVISIONS TO THE ORIGINA�LY APPROVED PERMIT �
<br /> y g D R A W I N G S S H A L L B E S U B M I T T E D T O T H E C I T Y P R I O R T O 2 2 3 5 L A K E H E I G H T S D R I V E N OT FO R C O N ST R U CT I O N , .
<br /> C1I I before OU CII . CONSTRUCTION FOR REVIEW AND APPROVAL. EVERETT, WA 98208 PERMIT SET
<br /> DATE: May 30, 2019 FILENAME: Q:12018\2180406\10_CIV\CAD12180406-SH-COVR.dwg COPYRIGHT O 2018 shoesmith cox architects � �
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