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�1 I�,J I�' l� - v 55 �� C1 LEGAL DESCRIPTION SHEET INDEX � �� �,�c � 9"°\""Q-
<br /> / FOUNO V2" REBAR AND I IZ • D�V/ PARCEL A: Shee� i .5 •'��� `-' \ s h o e s m i t h
<br /> RE C O RD D RAW I N G CAP 'CML 959]" 0 1'N xO TE LOT 1 AS DELMEATED ON CITY OF EVERETT SHORT PLAT NO 15-96 Num�er Sheet TiHe _ ��� �
<br /> N 3282]�.98 � RECORDED UNOER AUDITOR'S FlLE NO. 9810025001, RECORDS OF � N
<br /> Tnls Reco tl Drawing nas been prepared, ln part, basetl E 130439021 � � SNOHOMISH COUNTV, WASHINGTON, BEING A PORTION OP C0.00 COVER SHEET �F .,a .n.�, s��nom..n � O �
<br /> on As Bu If infarmafon proviQeO by ol�crs.TM1ough ELEV 44].51 FOUN� 1l2" REBAR GOVERNMENT LOT 1 OF SECTION 29, TOWNSHIP 28 NORTH, RANGE 5 Ci A1 AREA A DEMOLITION AND TESC PLAN
<br /> the as bulf'nformaCon anC Nis tlrawingare basetl on I �qND O�APECML 959]� EAST OF THE WILLAMETTE MERIOIAN AND LOTS 1, 2 AND 3, WEST
<br /> thebestavailablem(ormaTon. nopresumpTonsnoula ^�� �� C1.02 AREABDEMOLITIONANDTESCPLAN ; ;�. � \ �
<br /> b¢ atle regai Ingme tlraw ng's accuraq. � VIEW, ACCORDMG TO THE PLAT THERWF RECORDED IN VOLUME 19 5
<br /> � �y N 32ffi26.60 OF PLATS. PAGE 103, RECORDS OF SNOHOMISH COUNTV, C1.10 DEMOLITION AND TESC NOTES AND DETAILS P C
<br /> �� V� � � � 8 E19t1¢524.1] � WASHINGTON � � � � � � V � � V ¢
<br /> �� ! C2.01 AREAAGRADINGPLAN
<br /> Signed By Da e / - - �y�y q5� qb � EXCEPT THAT PORTION THERWF CONVEVED BV QWT CLAIM DEED � �. � '„� � 6 Snanomish 1928 43rC Ave E., Ste A
<br /> � RECORDED UNDER AUDITOR S FILE NO. 200104250480, DESCRIBED AS C2.02 AREA B GRADING PLAN V['1
<br /> � . Cermitlnseclor . �� FOLLOWS: `'�mubueo Seattle , WA 98112
<br /> FOUNDV2' REBARAND �� C3A1 AREAASTORM �RAINAGEANDUTILITVPLAN � ( � 06 ) 450 • � 053
<br /> PrinlName &Title � /�- CAP "CML95W"ATCORNER � � BEGINNWGATTHENOftTHEASTCORNEROFSAlOL0T1, SAl� sM1oesmlthcox . com
<br /> � � N 328219.10 � CORNER AL50 BEING THE NORTHEAST CORNER OF THE WESi HALF C3.02 AREA B STORM �RAINAGE ANO UTILITV PLAN r�-�� A 9
<br /> / OFTHESOUTHWESTpUARTEROFTHENORTHEASTOUARTEROF � Eanmem �
<br /> E 130651]�4 � C3.10 STORM DRAINAGE AND UTILITV OETAILS
<br /> I � ELEV G51.39 �� � ' � \ � THE NORTHWEST QUARTER OF SAID SECTION 29; � � ss
<br /> � THENCE SOUTH 00°04'0]' WEST, ALONG THE EAST LINE OF SAI� C3.11 STORM DRAINAGE AN� UTILITV OETAILS /� �
<br /> / - FOUND 1l2" REBAR AND \ \ WEST HALF AN� SAIO LOT 1, A DISTANCE OF 426.59 FEET TO THE C3.12 STORM DRAINAGE AND UTILITV DETAILS P� � �� y_5 �� � �
<br /> CAP "CML 959]' 0.1'S. � � \ SIXITH LINE OF �OT 5, PLAT OF CAMPBELL'S BERRV GARDENS, Seve� Fns
<br /> . N32818A.01 � � ACCORDINGTOTHEPLATTHERWFRECORDEDINVOWME90F C3.13 SiORMDRAINAGEANDUTILITVOETAILS � xe ,iokne� SITE .
<br /> / E 1304608 09 � i . � �. \ PLATS. PAGE 6], RECORDS OF SNOHOMISH COUNTV, WASHINGTON', C3.14 WATER DETAIIS C�a� ;�s.
<br /> THENCE SOUTH 89°34'09' WEST, ALONG THE SOUTH LME OF SAID LOT •-� �� 5 ,�, �
<br /> � � ELEV 651 92 . �� ` 5, A DISTANCE OF 1]8 FEET TO THE SOUTHWEST CORNER OF SAID C4.01 AftEA A HORIZONTAL CONTROL 8 PAVING PLAN 11i�'° -'" '" � M ii c k . C5�
<br /> / � PARCEL28053800305100 . � ' LOTS', a / � . .,..
<br /> C4D2 AREA B HORIZONTAL CONTROL 8 PAVING PL4N
<br /> �� THENCE NORiH 00�i6'33" EAST, ALONG THE WEST LW E OF SAID PLAT, � C �' M i oeex tas�
<br /> � A DISTANCE OF 42661 FEET TO THE NORTH LME OF SAIO WEST 1l2 C4.10 PAVING DETAILS � / , _
<br /> � � ANO 3A10 LOT 1: �7 � + � � �.�,. .
<br /> � / � . � THENCE SOUTH 89°34'14' EAST, ALONG SAID NORTH LINE. A � .
<br /> � � FOUND 1/2' REBAR >s ' DISTANCE OF 024 FEET TO THE POINT OF BEGINNING. ' M ` : �
<br /> _ . RADIALTIESONLV0.75 - I SITUATEINTHECOl1NTVOFSNOHOMISH, STATEOFWASHINGTON. REFERENCES ,iyrnwom ��y
<br /> " " 8 0.1'W OF CORNER (6/18) PARCEL e: "' .� �
<br /> CONCRETE MON "/2 � N 328705 96 ' LOT 2 AS DE�INEATED ON CITV OF EVERETT SHORT PLAT NO. 15-98 Ri PLAT OF WEST VIEW V.191 PG.103 . � � eome�weg
<br /> BRA55 DISK IN 4' ' � � �- pOtlN� 4' N � ���.. / �/ E 7304186 90 � RECORDED UNDER AUDITOR'S FILE N0. 9810025001, RECORDS OF R2 BETHANV OF THE NORTHWEST SHORT PLAT RECORDING - � �� - N
<br /> ENT � �/ ELEV453 ]B �I SNOHOMISHCOUNTY, WASHINGTON, BEINGAPORTIONOF NUMBER9810025001. VICINITY MAP
<br /> DOWNO4' INC E PIPE05SX0:6 ,. � R3 RECORDOFSURVEYBVCLARKMIEEMANRECORDING � bethany
<br /> TBM 'A' / E130424595 , CA 'ASPI359]5" Q,W �. �.. I EASTOFTHEWILOLAMETTEMERIDANT�WNSHIP28NORTH, RANGES
<br /> FOUND7/2" REBAR0.1'W N32i9g556
<br /> EL451]8 , E1304389.3Y • NUMBER8906235006.
<br /> N 2I9]]3] ELEV 453 10 ELEV 456 18' PARCEL 2805]900205000 � SITUATE IN THE COUNTV OF SNOHOMISH, STATE OF WASHMGTON. NOT TO SCALE
<br /> � ��3oaii3 s � � " .' F uNovz^ Res Ra SECI � �@C� flUl'Slflg
<br /> �' R/APPLICANT a d d i t i o n s
<br /> � FOUNDil2' REBARAND � BETHANVOFTHENORTHWEST
<br /> EXISTING LEGEND
<br /> ��., CAP "CMI959T' 02Sx02E � , � \ . - 8=]' =FC-RNE=. (i /1-) ! - rAREAA � - _ - - PHONE (425
<br /> N 32]965.48 i �' � ' N 32]9W1.65 + - - - _ _ . CON ACTEM
<br /> � � f I PO BOX 13�00
<br /> � � � � 6.60
<br /> �, . ELEV 454.1] � f ELEV 456.56 1 � 6URpANic„` EMAIL: matlh WA 9ffi08
<br /> / ` y ) 385-2335 2235 Lake Heights Drive
<br /> � �� � f ' ' , � � � _ ATTHEWTO��
<br /> E 1804181.54 �"` �� E 1304'! _
<br /> � \ �
<br /> �� � . . � � � � � � � / " , �.r_._ .... _ ewt�be�hanYnw.olg
<br /> � \ f� :_ -. � ^ Everett, WA 98208
<br /> �'� ,,� � , � �- :%� _: < � ��_ �
<br /> � : . . � � < �% �_---� -� �n�r. Po�� CIVIL ENGINEER
<br /> ` � �-, i � „ • ��,���rY P��
<br /> / \ / � AHBL INC.
<br /> � , NORTH _ , � �„�„Y po��
<br /> TO 19TH � � � � ' �, �� � � � `, � I �� BUILDING � � ` � � � zziaNORrHaorNSTReer, suire3oo
<br /> AVE SE � �, < �A��rAR. s��tz
<br /> TACOMA, WA 98403
<br /> .: � �. � ' /1 _ „ � � ' h� � � SnNiinav SEwEa +n�•c � PHONE' (253) 3832622
<br /> FOUND3I4REBA \ / ADDITION C CniCNBnSim CONTACLWCASJOHNSON, PE, LEEDAP
<br /> LEANINGEASTO65.x05W � , � � �
<br /> N 32]89250 � � � I I � . .'" - �^�
<br /> E 130431121 �� � � �.� � �� L� � �� � � � ' S10RM DRnw C�Ea . � EMAIL'. Ilohneon�ahbl.com
<br /> ELEV45fl60 Sy�� .� � � /���\p V � � • { 1� �:=� < CUORM�DRAiN MA� I .
<br /> /� SURVEYOR
<br /> g 6�� � V /� . � _ �� � � � � A FlaEDEPae i �. . . � AXIS V �� � Q � �
<br /> �S/S�'B9- � A ��� � o' � � � qp r.�ce^ � 15241 NE 90TH STREET
<br /> �R2� � � � �/� �;� � �� � h� . REDMON�, WA98052
<br /> � / � � PHONE'. 425-823-5I0�
<br /> ���M`l�� � � � ��/' � � � � �� � "` � Fnx. nzs-aza-s�oo of the NoPthw@st
<br /> \�S� �L, � Q � U � � � °° CONTACT: TRAVISBRADLEV, PLS
<br /> � •J � . � ' EMAIC Vavis axisma .wm xa mrt aEusw
<br /> TOPOGRAPHIC NOTE ��c� � � : � ,a, �,� � � �: I ��i � � P
<br /> THEEXISTINGCULTURALANOTOPOGRAPHICDATASHOWNON 1`� ��T ��� � � � �� �- '�' � I � � ARCHITECT
<br /> THESE DRAWINGS HAS BEEN PREPAREO, IN PART, BASED .tl ' � / �
<br /> i
<br /> UPONINFORMATIONFURNISHEDBVOTHERS- WHILETHIS \\\O � / o /' I I - SHOESMITHCOXARCHITECTS, PLLC
<br /> MFOFMATION IS BELIEVED TO BE RELIABLE, AHBL GANNOT � ���� � . ��� ��_ I' � � �. a 192843R� AVENUE E, SUITEA
<br /> ENSURE ACCURACY AN� THUS IS NOT RESPONSIBLE FOR THE \, -� ` . • , -� SEATTLE, WA 98112
<br /> ACCURACV OF THAT MFORMATION OR FOR ANV ERRORS OR � � SET 9ENCNMneu
<br /> > \ ��� I � r. � , � � '� PHONE'. 20fi<53-0053
<br /> OMISSIONS WHICH MAV HAVE BEEN INCORPORATED INTO /� � j , ; , I � O FOUN� iRON PIPE CONTACT�. JOHN SHOESMITM, AIA, LEED AP
<br /> THESEDRAWINGSASARESULT. „ � L� d - - - - - 1 � I � FOUN� MONUMENT w CaSE EMAR�.johnQshoesmNwx.com �
<br /> � � �: J >.. � � I c � FOl1ND REBAR
<br /> TRENCH NOTE FouNOPur�aiiNi�z: � EBAR � C EXISTING ' � . ' I � UouNo eceae allo cAa ns NorEo STRsrAVEHUEsou1L ENGINEER
<br /> OPENPI�TREOOUIREMENTSOFWSDOT9ECTION2093(3)B,ET 95MONUMENTDOWN0T4 \ � � � o� BUILDING �� � - - - „M MF � � PHONE2A1L
<br /> IF WORKERS ENTER ANV TRENCH OR OTHER EXCAVATION BRA55 DISK STAM � • ` ` • r - UCTU RA SUITE 310
<br /> UND LUND OP
<br /> � E130qCM 595W" # ' '
<br /> AP FFE451.12 � _� ..<"^ CONTACTWA98134
<br /> DO N �.4' (]I � � � � � � � � � 063�2-5156
<br /> SHALL BE RE3PONSIBLDE FOIR WORKER SOFE RY AND AHBONE I TBMSC EL�456�36 ��� � N 32 ].65 � _ - �� . '. BLAKE BERGH
<br /> � � 1 81 �TfST� EMAIL' bberghQlundopsahLmm
<br /> �\ � - � � � n ., CECF:
<br /> ASSUMES NO RESPONSIBILITV. ALL TRENCH SAFETV SVSTEMS N 32�653.93 ,ELEV 454.8 I I _ � eo«*.n�evn
<br /> SHALL MEET THE REpt11REMENTS OF THE WASHINGTON E 13046j9.95 FOUNO 1R" REBAR . - vik
<br /> INDUSTRIALSAFETVAN� HEALTHACT, CHAPTER49.1� RCW. BCAP 'CMLLS959]' PARCEL28051900204900 � --- � : �- ' , MECHANICAL AND lDJ
<br /> .' 4 HEM G pppEEl d�'m'F}A
<br /> oowNo.��. o.��soF � 7� � � i - -fi'� P ., ELECTRICAL ENGINEER r�M
<br /> DATUM/BASIS OF BEARINGS �oRNERo�,B� ' „�E�, �,� �,�
<br /> UTILITYNOTE N32]63328 � � - � I I � INTERFACEENGMEERING
<br /> HELD A BEARING OF NORTH 58°53'S5" WEST ALONG THE E 1304684.1I6 � I � � , . � 100 SW MAIN STftEET. SUITE 1600 RJS
<br /> THE LOCATIONS OF EXISTING UN�ERGROUND UTILITIES ARE MONUMEMED CEMERLME OF LAKE HEIGHTS DRIVE ELEV 453.36 FOUND IRON PIPE _I • I � I PORTLAND, OR 9]204 wm
<br /> APPROXIMATE ONLV AND NAVE NOT BEEN INDEPENDENTLY . � _ PHONB 503382-2266 DCN
<br /> HORIZONTAL DATUM: 3/4" O.D., UP OA 0 3 . ! CONTACT RICK SILENZI
<br /> VERIFIEDBVTHEOWNERORITSREPRESENTATNE. THE SOFCORNER �]118) -�I � -�. ,^ � � ' I EMAILrcksiQ'mtertaceeng.com
<br /> CONTRPCTOR SHALL DETERMINE THE E%ACT �OCATION OF NAD '83f91 WASHINGTON STATE PLANE NORTH ZONE N 32]56025 �� �
<br /> ALLEXISTINGUTILITIESBEFORECOMMENCWGWORKAND ORIGINATWGBENCHMARK: E1304804.918 �„ v q°�
<br /> AGREESTOBEFULLVRESPONSBLEFORANVAN� ALL ELEV452.30 �I ��� ? � , I � LANDSCAPEARCHITECT
<br /> DAMAGES THAT INWR DUE TO THE CONTRACTORB FAILURE SNOHOMISH COUNTY CONTROL POINT GP31005-89 AS PUBLISHED IN 5 �. �
<br /> TOLOCATEE%ACTLVANDPRESERVEANVANDALL WGSSURVEVDATAWAREHOUSE. � . ` J O j I � 12006THAVENUZ#1620 �y\STO(�
<br /> UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR VERTICAL DATUM'. NAVO 88 ! ` a J ,� m O II I I I . „� ..,.w a EMAIL kqlantlon@ahbLcom o C,RB P '�sb�P
<br /> THE LOCATION OF UNDERGROUND IITILITIES. / r y
<br /> ELEVATION: 497.86' AREA B � PHONE�. 20&26]- A25 0/ �' 4y y
<br /> �'` � gs CONTACT: KftISTIN GLANDON �� �� z
<br /> FILL SPECIFICATION TEMPORARVBENCHMARKS: � I = Q I ` I
<br /> � - - - OP- GVEHM1EAO F ` �� - ,p�y.
<br /> FlLLMATERIALSHALLNOTCONTAINGETROLEUMPRODUCTS, � TBM 'A' � . ,. = Q I I ---a PowER LwE GEOTECHNICAL ENGINEER P°p�, Aes,sTe�rt� }{�'Q'
<br /> OR SUBSTANCES WHICH ARE HAZARDOl15, �ANGEROUS, TOP OF MONUMENT IN CASE AT THE CENTERLME OF LAKE HEIGHTS �J �-t IELECOMuuo Cn".,v.; � EARTH SOLUTIONS NW SS/ONAL �G
<br /> TOXIC. OR WHICH OTHERWISE VIOLATE ANV STATE, FEDER4L, DRIVE, 3 2n.5' NORTHWEST OF SITE. I' � � O I iB05136TH PLACE NE, SURE 201
<br /> OR LOCAL LAW, OR�INANCE, CODE, REGULATION, RULE, � (n I . : 'C CaB�E LNE
<br /> ORDER ORSTANDARD. ELEVATION: 451]B' ,- � - ��-"ER urvE BELLEVUE, WA98005
<br /> �I .� .� � r.,, ' .:. . LrvE PHONE425-449-A]04
<br /> • CONTACT�. SAMUELSURUOA, GIT
<br /> e TBM 'B' I- r--� ,,,, I -�� '� ' � EMAIL samsuratla@eart�soNtionsnwcom nu COVER SHEET
<br /> AUTOCAD FILE REBARWITHREDCONTROLCAPt135NORTHEASTOFSOMH2216 I �
<br /> AN Al1TOCA0 ORAWING FlLE IS AVAILABLE TO ASSIST WITH II • ( J � ' - / I
<br /> ELEVATION' 45588' P ' � rgneers
<br /> SITE LAVOUT. PLEASE NOTE iHAT ELECTRONIC FlLES PRE C' I E K �
<br /> PROVIOED FOR CONTRACTOR'S CONVEWENCE AND SHALL I _/ �i� I I Stmcmrel Eng '� 4 `
<br /> NOT REPLACE NOR BE 115ED TO SUBSTITUTE THE CONTR4CT � TBM C' � t� _, �/ �i tendsrapear nt � � � �' '
<br /> DOCIIMENTS. THE CONTR4CTOR IS RESPONSIBLE FOR TOP OF MONUMENT IN CASE AT THE CENTERLINE OF LAKE HEIGHTS '.- ��� / � I '�
<br /> PROJECTLAVOUTACCORDINGTOCONTRACTDOCUMENTS DRNEATTHEENDOFCULDESAC. �I ;/� ' CommuniryP�arrers � .Q��'
<br /> AND COST FOR ELECTRONIC AUTOCAO FlLES. FOUND 12' REBAR � �" es But� Dnex�xC xort�. - � qo= xa
<br /> ci? r .k
<br /> �¢eura��owmimaame NaN�alResourceE bg Is
<br /> PHONE: 253 383-2422 ELEVATION' 454.9fi' BCAP "TRIAD18094" . . ' � wes�rcnMmwmnnor . .
<br /> ( � DOWN0.5', O.PES �� � �a�as,.,.eyo,s
<br /> FAX: (253) 383-292 �� � � � � � i ' / � � � - �^'""'"�'�'K^�°e`�"'� Negnbors 18.03-01
<br /> CONTAGT'. WCASJOHNSON AS-BUILTNOTES 22'NOFCORNER (]I18) y�� FOUNDVP' REBARB q�Rk�a�� OQ ��� 0 orz
<br /> N 32]303]i FOUND 1 2" REBAR 8 C P CAP "CML 959]", DOWN ���� ■ � 6/8/2020
<br /> 1. CONTRACTOR SHALL MAINTAIN AND PROVI�E A MARKED UP SET E 130d80].938 �SPI 35 5", OOWN 0.3 0.1', O.TE 8 0.1'N OF N evos�r.er.on. >.m
<br /> O OF �RAWINGS AND SPECIFICATIONS INDICATING ELEV 453.34 SET IN FENCE CONCRETE CORNER (]/18)
<br /> AS-CONSTRUCTED CONDITIONS FOR ALL CIVIL WORK WClU51VE FOOTIN ON LINE (1/18 N 32]304.63 GRAPHIC SCALE
<br /> OFELEVATIONSANDEXISTINGSITEUTILITIESENCOUNTERED. PARCEL NUMBERS ' N32]302 6 E1305115.39
<br /> Q � I I I T A C O M A � S E A T T L E
<br /> � 28052900205100, 28052900205000, 26052900204900 E 130491 40 0 25 50 100
<br /> �Q 2 SUBMIT RECORO DRAW WGS TO ENGW EER FOR SlIBMITTAL TO ELEV 45 25 � S P O K A N E � T R I - C I T I E S S�EEi rvwB[A
<br /> /� THE qTV OF EVERETT WHEN THE PROJECT IS COMPLETED. 2215 North 301h Street, Suite 300 Tacoma, WA 98403 � O O 0
<br /> 1" = 50 FEET
<br /> 3. CHANGES OR REVISIONS TOTHE ORIGINALLV APPROVED PERMIT ITE ADDRE 253.3832422 iEL 2533832572 FA% wKw.2h61.Com WEB
<br /> KII0WWI18P5beIOW. DRAWINGSSHALLBESUeMITTEDTOTHECITYPRIORTO 2235U1KEHEIGHTSORNE /� c �
<br /> CaII IJBfOfO y0U d19. CONSTRUCTION FOR REVIEW AND APPROVAL EVERETf, WA 98208 /"�V-BU I LT PERMIT SET
<br /> DATE'. June 8, 2020 FILENAME: a92018@180406\10_CMCAD\2180406-SH-COVR.tlwg COVYRIGHT O 2018 s�oesmRh cov archi�eds
<br /> 2235 Lake Heights Dr Utility Drawings
<br />
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