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OWNERSHIP DETAIL
<br /> SCALE:V=500' LL
<br /> 5,7E, BOUNDARY AND TOPOGRAPHIC SURVEY BASIS OF BEARINGS 0 ZO
<br /> SOUTH 89*17'40"WEST ALONG THE MONUMENTED CENTERLINE OF 72ND 0
<br /> ST BE.-PER THE PLAT OF CAROLEDA GROVE VOL.14,PG.45,BOOK OF W (�
<br /> PLATS RECORDS OF SNOHOMISH COUNTY,WA. Z
<br /> LAKE BEVERLY PORTION / � W
<br /> ABOVE WATER a �r REFERENCES tq = Co
<br /> .00 $43°5610"E 11.31'(C) �'��� �11 (P) PLAT OF CAROLEDA GROVE,VOL.14,PG.45,BOOK OF PLATS >
<br /> �___en MONUMENT LINE S88°57'19"E 234,01' >
<br /> �--- ---------------------------oti____ _ ___---------------- O .� i i (R2) PLAT OFBEVERLY HILLLS DIVISION NO 5 VOL 11 PG 70 BOOK OF = 0
<br /> n ) < Z
<br /> cn S88°57'19"E 655.57' �. - 8.00' \ ______________�` ,t ,0�01 / ,
<br /> `n S cA 1 cA S68°5T19'E 250.00' \ PLATS RECORDS OF SNOHOMISH COUNTY,WA. Q � LLI �
<br /> T cA 1''F A /" / (R3 RECORD OF SURVEY RECORDED UNDER SNOHOMISH COUNTY L17
<br /> LEGEND �EX SSMH: I n n °A A /. AUDITOR FILE NO.200303265006 ( Ir D
<br /> RIM EL=485.15' 25.0' o. MORGANRD `''• /" (R4) RECORD OF SURVEY RECORDED UNDER SNOHOMISH COUNTY 0 Z 0
<br /> (NOTE:NOT ALL SYMBOLS MAY APPEAR ON THE MAP) ROW \ w w/x AUDITOR FILE NO.201702215006 � 06 z U
<br /> FIND 1-1/2" wxw x
<br /> N:0.18 O FND1.1/2'IRONPIPE EX CB: T-1. W/GRT % i 0 N
<br /> FOUND CONCRETE MONUMENT IN CASE IR N:0.NPIPE CORNER. E:3.T.N:2.2�FROM� RIM EL=477.89' . / NOTES H U)
<br /> • FOUND 1/2"REBAR/CAP OR AS NOTED ---- - -____ __ (9/22) S88'57.19"E 195.01' PLAT CORNER.(9/22) WM'S x3-i-
<br /> (M) MEASURED DIMENSION -- -------- _____ ______ ,G - 1) INSTRUMENTATION FOR THIS SURVEY WAS A SOKKIA SX ROBOTIC -
<br /> (C) CALCULATED DIMENSION / \ TOTAL STATION&A SPRECTRA PERCISION SP-80 GPS UNIT. Z 0
<br /> (P)(Rx) CALCULATED DIMENSION PER REF.SURVEY ww. 2) PROCEDURES USED WERE FIELD TRAVERSE&REAL-TIME Q U 2
<br /> POWER METER PM / I LLB
<br /> KINEMATIC GPS SOLUTIONS(WSRN),MEETING OR EXCEEDING LJJ O
<br /> UTILITY POLE UP I I "p1a \ � U) Z
<br /> F GUY ANCHOR GA STANDARDS SET BY WAC 332-130-090.
<br /> ® JUNCTION BOX(AS NOTED)JB I L I I 3) THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF 0 LL
<br /> En INGROUND PWR.TRANSFORMER I I III. EX. IMPERVIOUS SURFACES \ RECORD. Z 0
<br /> T TELEPHONE MANHOLE I TOTAL LOT AREA:21,945 SOFT 4) THIS MAP REPRESENTS A JOB PERFORMED BY ME OR MY
<br /> ® R Z
<br /> CONSTITUENTS AND CAN ONLY BE CONSIDERED AS 0 0 of
<br /> CATCH BASIN(CB) YARD DRAIN AS NOTED
<br /> Lu
<br /> STORM MANHOLE(SDMH) I III' ._ EXISTING IMPERVIOUS AREAS: REPRESENTATIVE OF THE SITE AT THE TIME OF MY SURVEY.
<br /> STORM DRAIN CULVERT I I .4_ GRAVEL:
<br /> S): 3,393 SOFT \ Co � W
<br /> $ SANITARY SEWER MANHOLE(SSMH) I i I P6� I v I GRAVEL: 1,393 SOFT 5) UTILITIES SHOWN HEREON ARE FROM FIELD LOCATION AT CENTER � � w
<br /> CO CLEANOUT(AS NOTED) i I A i I' 1 $ ASPHALT: 1,470 SOFT \ OF RIM AND THEIR EXACT LOCATIONS SHOULD BE VERIFIED BY 0
<br /> ® GAS METER �1 'S CONCRETE: 978 SOFT THE CONTRACTOR PRIOR TO CONSTRUCTION. LL
<br /> m GAS VALVE U Q', 6) CONTOURS SHOWN HEREON ARE AT A 2-FOOT INTERVAL,AND SO
<br /> wwV TOTAL IMPERVIOUS AREA:7,406 SQFT
<br /> w WATER VALVE(WV) o THEIR RELATIVE ACCURACY IS±1 FOOT.
<br /> f��FDC FIRE HYDRANT(FH)/CONNECTION(FDC) I O vI I Io TOTAL IMPERVIOUS COVERAGE:33.74% \
<br /> 03 WATER MANHOLE O �O� Gj O� Q 7) THE SUBJECT PROPERTY HAS PORTIONS OF ITS OWNERSHIP
<br /> ® WATER METER WM U r� ww `� WHICH LIE WITHIN THE BOUNDARIES OF BEVERLY LAKE&ARE
<br /> O�(�g (�'G\O 20.0 \ EVER CHANGING AS RIPARIAN PROPERTY.NO ATTEMPT TO
<br /> BLOW-OFF/AIRVAC V p�J' ROW
<br /> ® WATER WELL(UNLESS SHOWN OTHERWISE) \_�C��\\ LOCATE AREAS WITHIN THE EXTERIOR BOUNDARY OF THE LAKE
<br /> D IRRIGATION CONTROL VALVE ICV I Q V" L\"\)�1 - HAS BEEN MADE.THE APPROXIMATE RAISED VEGETATION WITHIN
<br /> l MAILBOX(MB) �p-U \ BOUNDARIES OF BEVERLY LAKE IS SHOWN IN OWNERSHIP DETAIL
<br /> TRT VERTICAL BENCHMARK nO I APPROX. I I= o, AT TOP LEFT OF THIS SHEET.
<br /> ❑ TELECOM/CAT V RISER I I �v\I PRIVATE
<br /> CONCRETE WATER i 8) FLOOD ZONE INFORMATION:
<br /> a __ GRAVEL/SAND(AS NOTED) I PER(ER LINES
<br /> GIS) I Q r ALL LAND SURVEYING INVESTIGATED THE FEMA FLOOD RISK MAP
<br /> ASPHALT EDGE /T f1/� FOR BEVERLY LAKE"FEMA MAP NO.5301641040G,APPROVED JUNE O
<br /> i BUILDING LINE ° I g� c��'JJV • I 19TH 2020".SAID INSURANCE MAP SHOWS NO FLOOD HAZARD J O N
<br /> n N
<br /> I I I AREAS WITHIN OR AROUND BEVERLY LAKE.THE SUBJECT J OD
<br /> -//- WOOD FENCE -` _LU U) O
<br /> ______ PROPERTY&SURROUNDING PROPERTIES ARE CONSIDERED W N
<br /> / _ (A
<br /> w GAS LINE
<br /> WATER LINE I I " v ~
<br /> "ZONE X"(OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN).NO ly (n
<br /> -c- GAS LINE j O
<br /> -'- OVERHEAD/UNDERGROUND TEL.LINE FURTHER INVESTIGATION AS TO FLOOD RISKS OR Q a
<br /> OVERHEAD PWR.LINE I II ENVIRONMENTAL SETBACK TO LAKE HAVE BEEN MADE. W L) z I-- O
<br /> -"- UNDERGROUND PWR.LINE I I " W co
<br /> -D- STORM LINE I I I - I`�___ VERTICAL DATUM-NAVD88 w U.) w ('V
<br /> -s- SEWER LINE I �a�° CITY OF EVERETT W Lu Lu
<br /> ; Z
<br /> :I EX SSMH:(#0785E07)
<br /> ss SIDE SEWER LINE I 6'WOOD FENCE ON 33'TALL / RIM EL=470.05' W
<br /> DEC DECIDUOUS TREE 4"WIDE GONG.WALL I
<br /> I // (GIS 10 is& 88j TBM BENCHMARKSSITE SET MAG NAIL AT END OF PRIVATE DR.APPROX.3.3'WEST OF W ~
<br /> CON CONIFEROUS TREE a55. E,15"CO END OF ASPAH S SHOWN ON MAP ELEV-474 46 NAVD 88
<br /> I
<br /> N89°22'01"E I180.01'(C) 30 „ _ S89°22'07"W 95.82' --__ --- LT,A
<br /> LRL ENGLISH CORRAL ____ _J._.-._._.-._._.-._._.-._._.-._.J-._-. ---n. - -
<br /> ADJUSTED NAVE 50.00'
<br /> N89°22'01"E(C)165.00'(D) -_-_- \ ✓a1<" 4.4'
<br /> ROCKERY -Z'- ---R ✓ "�
<br /> 1 I az- ,= TBM 2:SET MAG NAIL IN EASTERLY DRIVEWAY,APPROX.9'NORTHEAST
<br /> OF CATCH BASIN,AS SHOWN ON MAP. ELEV=468.78 NAVD 88
<br /> 29 \k 20'x5O'NON-EXCLUSIVE
<br /> CONIFEROUS TREE '34' ,'\a ACCESS&UTILITIES ESM'T
<br /> DECIDUOUS TREE I II -- 9.91I CONIC \I "PARCEL C" LEGAL DESCRIPTION
<br /> 111 $1 gG469?1 I a ASPHALT w N '\-- -------mow -- ------ (PER STEWART TITLE COMPANY,GUARANTEE#904336,DATED 1/7/2021) L
<br /> TREE WITH DRIPLINE I I NI 1°- I / �v PARCEL A: O
<br /> I o I \w THAT PORTION OF GOVERNMENT LOTS 1 AND 2,IN THE NORTHWEST QUARTER OF SECTION 7, LL
<br /> I`- ,EX CB: T-1.W/GRT;11 TOWNSHIP 28 NORTH,RANGE 5 EAST,W.M.,DESCRIBED AS FOLLOWS:
<br /> �\ RIM EL=468.26• PTN. t24'WIDE "\
<br /> LSOO LI I METAL: �I, I GPS ME 2 N '( APP. +�
<br /> II SHOP n _ TPN. I I QO� #514 EVERETT \ BEGINNING AT THE NORTHEAST CORNER OF LOT 8,PLAT OF CAROLEDA GROVE,AS PER PLAT -
<br /> '-�-> I 28050700202600 / II OPP ESM'T PER RECORDED IN VOLUME 14 OF PLATS,PAGE 45,RECORDS OF THE AUDITOR OF THE COUNTY OF
<br /> \ I I SNOHOMISH,STATE OF WASHINGTON;
<br /> N \ I / \ INST#1517734 0
<br /> o \ I ±21954 SF L-__ THENCE EAST ALONG THE SOUTH LINE OF THE PLAT OF BEVERLY HILLS DIVISION NO.5,AS PER PLAT
<br /> Z UPLANDS' RECORDED IN VOLUME 11 OF PLATS,PAGE 70,RECORDS OF THE AUDITOR OF THE COUNTY OF
<br /> ±I6.277 SF H SNOHOMISH,STATE OF WASHINGTON,A DISTANCE OF 165 FEET; i >
<br /> n 9°Z201 E THENCE SOUTH 1°57'55"EAST 126 FEET;
<br /> C 7 Qp°I�o 3.2' ) \ fOII' I 1 ° , +' '^ 1 TBM 2: THENCE NORTH 89°17'40"EAST 15 FEET TO THE POINT OF BEGINNING;
<br /> Qp°�o i _ SET MAG NAIL THENCE NORTH 1°57'55"WEST 126 FEET TO THE SOUTH LINE OF SAID BEVERLY HILLS DIVISION NO.5; < 3 3
<br /> O �.\ l I° BOARD THENCE EAST ALONG SAID SOUTH LINE TO THE SOUTHEAST CORNER OF LOT 96 OF SAID PLOT; 3 3
<br /> �� \SO ?J I g(3Oo�Oo�I00 00130o Z��IOD Oo LL - i GRAVEL )CV ; 1 INASPH.
<br /> _ FENCE THENCE SOUTH ALONG THE EAST LINE OF SAID LOT 96,EMENDED,A DISTANCE OF 50 FEET; `y
<br /> o /�� / i 1/ ELEV=468.78 THENCE EAST 20 FEET TO INTERSECT THE EXTENDED WEST LINE OF LOT 111 OF SAID BEVERLY HILLS Y
<br /> n HOUSE#511 - rc <�� EX.HOUSE#515 (�' : DIVISION NO.5;THENCE SOUTHERLY TO A POINT 306 FEET EAST OF THE MONUMENT ON THE EAST
<br /> __ FOOTPRINT:3565 SF �^ HOSEBIB PTN.HOUSE LINE OF PLAT OF CAROLEDA GROVE,SAID MONUMENT LOCATED ON THE CENTER LINE OF SOUTH - o
<br /> Q�O Q n 2NDSTREET;
<br /> CONIC, #602 o o o
<br /> 1 _ ` THENCE SOUTH 18°54'25"EAST TO INTERSECT THE NORTH LINE BEVERLY HOME TRACTS DIVISION NO.
<br /> N20.7'� FFE=47005'�f NImI+E p Qpmo 2;
<br /> W THENCE WEST ALONG SAID NORTH LINE 20 FEET;
<br /> �I
<br /> �p I II"b v 1, , gQQ�jQO`[]0 0�Q` °0 0 THENCE NORTH 18°54'25"WEST TO A POINT ON THE NORTH LINE OF THAT CERTAIN TRACT CONVEYED
<br /> CARPORT CONC/SLATE I N 1' TO ADRIAN L.FULLER AND VERNA W.FULLER,HUSBAND AND WIFE,BY DEED RECORDED IN VOLUME
<br /> V I I I GRAVEL I STAIRS I N 650 OF DEEDS,PAGE 111,THAT IS 286 FEET EAST OF THE MONUMENT ON THE EAST LINE OF THE PLAT
<br /> I APPROX.LOC 11 -_ OF CAROLEDA GROVE LOCATED ON THE CENTER LINE OF SOUTH 72ND STREET; u SIDE SEWER PER I THENCE WEST ALONG THE NORTH LINE OF SAID FULLER TRACTTO A POINT 220 FEET EAST OF THE
<br /> 24 GIS)I L----J - / 37.6'N 1
<br /> TBM 1: (COE GIS) ,'� c EAST LINE OF SAID PLAT OF CAROLEDA GROVE; I�
<br /> PRIVATE ACCESS&UTILITIES SET MAG NAIL 2 THENCE NORTH 24 FEET;
<br /> EASEMENT(1/6TH INTEREST) i INASPH. II 12.4' __--/'i 8.05' 20"CON, 1 THENCE WEST 40 FEET MORE OR LESS TO THE POINT OF BEGINNING; FBI j
<br /> I "PARCEL B" ELEV.474.46 11 i 1 I
<br /> I\ 9 T -30°CON '�DRIPLINE PARCEL B: c
<br /> (ryp.) AN UNDIVIDED 1/8 INTEREST IN THAT PORTION OF GOVERNMENT LOT 2,SECTION 7,TOWNSHIP 28 N m
<br /> APPROX.2"GALVANIZED WATER LINE(PER(COE GIS)w w-w-w w w- EAST LINE OF THE PLOT OF CAROLEDA GROVE LOCATED AT
<br /> FIRE HYD. _ 76.08• f I NORTH,RANGE 5 EAST,W.M. �.I T J_
<br /> _ - w -- - I I APPROX.LOC SSMH(#785E08) BEGINNING AT THE MONUMENT ON THE EA •I""I aD Q N Q
<br /> I 305'NEAREST ------- x • ° 4.0.00'Cp c \I� 4"JAF.M1AP ` (NO SURFACE EVIDENCE FOUND DURING SURVEY) THE CENTER OF SOUTH 72ND STREET; '� V N Z Co
<br /> -w-w-w-w n
<br /> ( ) / I`\ RIM:t455.85'(GIS ADJUSTED TO NAVD 88) THENCE EAST 220 FEET;
<br /> 1 + N86°09'38'E(C) ET t40'(D); 1 C - 3
<br /> �$ STONE WALL /� �..W n e \�� _ IE:455.'/4'N&W.15"GONG)GIS ADJUSTED TO NAVD 88 __--- _____-THENCE NORTH 24 FEET;
<br /> >o •-" x-� o l I dt N89 1740E(D) S89°77 n s ( )( -__--- -
<br /> ` ON ASPHALT �', 15.00' s _� s \ I THENCE SOUTH 24 FEET TO THE POINT OF BEGINNING,
<br /> 'I __ `y 1 6 ) THENCE WEST 220 FEET;
<br /> COE GISS�S � s-ss�s -\ r• \ 14"LRL� 36"CDR \ _,--�..;/ D' d C E
<br /> ROW APPROX.SEWER LINE PER( -�- a,- EX CB' T-1 W/GRT u I \ r ,1 II PARCEL C' O C J
<br /> s-s_s5s� / RIM EL=472.54' -_,1 ) ;a ` N Y_
<br /> 1 ��� \ 5 15"CONC. pti TOGETHER WITH ANON-EXCLUSIVE EASEMENT FOR ROADWAY AND UTILITIES OVER AND ACROSS V 1
<br /> '"c-)p-� sT s ss --�- -T- �� N89°17'40"E 66.00' THAT PORTION OF GOVERNMENT LOT 1,SECTION 7,TOWNSHIP 28 NORTH,RANGE 5 EAST,W.M., �y 0)J
<br /> A A cn •� �-� N89°17'40"E 20.00' " '\ � /' 1 DESCRIBED AS FOLLOWS: y O -
<br /> ��30.01'(P)30.18'(C) S89°17'40"W 574.98'(P) ,i GROUP ,I., '•,` y" i _--�- �y
<br /> BASIS OF BEARINGS 574.81.(M�STONEWALL / / WM m F\�_'„'� - - - - j / i-I Y
<br /> 72ND ST SE $ MAILB�oN APPROX.LOC 03. BEGINNING AT THE SOUTHEAST CORNER OF LOT 96,PLAT OF BEVERLY HILLS DIVISION N0.5,AS PER �y O 10 K
<br /> �+ Wr, &' 220.0'(D) _____SIDESEWERS PLAT RECORDED IN VOLUME 11 OFPLATS,PAGE70; �V J�O
<br /> \ pH •'/ 30"SPRUCE PER(COE GIS) /�I" V ORDINARY HIGH WATER LINE THENCE SOUTH ALONG THE EAST LINE OF SAID LOT 96 EXTENDED A DISTANCE OF 50 FEET; O q
<br /> I f 30.0' 286.0'0) '�' EL:460.28,OBSERVED(8/30/2022) THENCE EAST 20 FEET TO INTERSECT THE EXTENDED WEST LINE OF LOT 111 OF SAID PLAT; Q a
<br /> ROW THENCE NORTH ON SAID EXTENDED LINE TO THE SOUTHWEST CORNER OF SAID LOT 111;
<br /> THENCE WEST TO THE POINT OF BEGINNING;
<br /> z? 306.0'(D) p-
<br /> '� \ 24.0'WIDE j ALL SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON. I�
<br /> I \ EVER TT a_ ,
<br /> 1^�I/ ESMT PER p� 7 �1 C
<br /> INST#1517734 Z
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<br /> ? 4pM" I 4pM" w was
<br /> dDU �(30g0�o o�0 3 3 0 o I �E30g0�00�Oo 3g00 \ GROO @ RIF#
<br /> (o r
<br /> 20 10 0 20 40 F smlt�o a E O I Sl CISTER w
<br /> NORTH LINE OF BEVERLY HOME_\' ---- AL LAB C,4 x
<br /> TRACTS DIVISION N0.2 PER 20.00' SCALE IN FEET CV
<br /> AF#200303265006 N87°40'05"E T
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