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LEGAL DESCRIPTION
<br />TOPOGRAPHIC &
<br />BOUNDARY SURVEY
<br />(PER QUIT CLAIM DEED RECORDED #201603010331)
<br />LOTS 1, 2 AND 7, AND NORTH 30 FEET OF LOT 3, BLOCK 22,
<br />RE -PLAT OF BLOCKS 19, 20, 21, 22, 23, 24, 25, 26, 27, AND 28,
<br />SOUTH PARK ADDITION TO EVERETT, WASHINGTON, ACCORDING TO
<br />(A
<br />THE PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 5,
<br />RECORDS OF SNOHOMISH COUNTY,
<br />WASHINGTON.
<br />V
<br />V
<br />EXCEPT THAT PORTION OF LOT 1 CONVEYED TO CITY OF EVERETT, A
<br />TSSMH
<br />MUNICIPAL CORPORATION, OF THE STATE OF WASHINGTON FOR ROAD
<br />PURPOSES AS RECORDED IN DEED UNDER RECORDING NUMBER
<br />SSMH
<br />,� RIM=213.74'
<br />200211040893.
<br />ras O ( )RIM=215.46' C CB T-1
<br />SSMH :. (UNABLE TO ACCESS RIM=214.37' <p
<br />G ) A IE (W) 8" PVC=212.8Y - q'
<br />RIM-2t5.24' IF (S.)8" PVC=212.87'
<br />(UNABLE TO ACCESS)(")
<br />�sD so e" RB ®.r'
<br />x,d s' T"
<br />.ry °"
<br />(�)
<br />CENTER OF 12" CONIC.
<br />CHANPI (N., E. & S)=200.84'
<br />-� -55
<br />H n
<br />I
<br />�o .+
<br />FOUND MEN IN CASE
<br />BRASS DISK
<br />Q%
<br />L
<br />BASIS OF BEARINGS
<br />BAD 83/2011 PER CPS OBSERVATION
<br />THE CENTERLINE OF COLBY AVE. AS MONUMENTED AND SHOWN
<br />HEREON. BEARING=NORTH 00'40'42" WEST
<br />DOWN D.8'
<br />EFERENCES(UNABLE
<br />RIMd RI MH
<br />RIM-214.98' RIM=214.89'
<br />q
<br />42ND ST �'E
<br />e
<br />N 89�20'88' E 353�82
<br />(IN FEET )
<br />t INCH = 10 Ff.
<br />N 89R0 E 343.83'
<br />i0 ACCESS) (UNABLE TO ACCESS)
<br />1. REFERENCE
<br />F`
<br />m"ry
<br />CCB T-1
<br />VERTICAL DATUM
<br />8P PVC
<br />`� COUP. RAM
<br />IE UN.) =212.62•
<br />IE IS 6 PVC =t212. s
<br />-s. o CO GO'DWY`_.S
<br />NAPP 1988 PER GPS OBSERVATION
<br />N 4'0 42 E
<br />m zo 7a
<br />r 4 T
<br />d
<br />A♦ s1.
<br />a 0M1 0 56" E 1091 ' e 'VI Or, e
<br />o
<br />�tr BLDG HEAVE o
<br />' �'*a
<br />s 99
<br />SURVEYOR'S NOTES
<br />1 THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN
<br />MARCH OF 2017. THE FIELD DATA WAS COLLECTED AND
<br />*F'9/C,��-
<br />m , OVERRANGJ_
<br />RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC
<br />%
<br />CB r-1
<br />xo- cot wt ? -
<br />"r
<br />g
<br />THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD.
<br />WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN
<br />RIM 21s03 z'gix
<br />ELEV= 256J' •.
<br />^
<br />} o
<br />FOR CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT
<br />IE (N.) 8" VC 21323
<br />�I m"
<br />0*OOF
<br />x i
<br />a4s-' t
<br />W
<br />ELEVATIONS.
<br />3s.7' 6.3 .�
<br />rn
<br />-
<br />d
<br />'m
<br />LDG
<br />Off' OVER ANG •-
<br />N� n sry
<br />3 g
<br />2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE
<br />COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED.
<br />E-�p
<br />QpiL�r�tiO��
<br />(n
<br />cD ° T r
<br />3. BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY
<br />OTHERS AND VERIFIED WHERE POSSIBLE IN THE FIELD. TERRANE
<br />p�$q,`I-
<br />O ff.
<br />ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS
<br />OP
<br />::. AVE
<br />. PR
<br />Q p $
<br />- $ ry
<br />W o
<br />ry
<br />OR ACCEPT RESPONSIBILITY FOR UNDERGROUND LINES WHICH
<br />1'0
<br />$ N
<br />Q
<br />ARE NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION OF
<br />r� `�
<br />C0
<br />�E
<br />oi,
<br />EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN CONTACT THE
<br />BUILDING 1a
<br />FOOTPRINT AREA=5,923 t ST
<br />4
<br />P O
<br />-
<br />2 .- $
<br />f� W
<br />3
<br />UTILITY OWNER/AGENCY. AS ALWAYS, CALL 1-800-424-5555
<br />m
<br />m4
<br />.? t
<br />yI
<br />O F ,
<br />Y
<br />V V
<br />BEFORE CONSTRUCTION.
<br />BLDG.
<br />-
<br />4201 RUCKER AVE
<br />3
<br />E%
<br />m
<br />OVERHANG
<br />EVERETT, WA 98203 O, T00
<br />001
<br />'D
<br />'r
<br />4. SUBJECT PROPERTY TAX PARCEL NO. 00582202200101,
<br />61 '-
<br />56.V
<br />w $ $
<br />(� $
<br />d O
<br />00582202200102, 00582202200201, 00582202200202,
<br />00582202200701 & 00582202200702.
<br />EAVE
<br />QP�p'Lti 1.
<br />0ti F� 40.3'
<br />'°ma
<br />p
<br /><
<br />o
<br />v o
<br />_ rya
<br />NQ
<br />5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 43,109t S.F.
<br />c d a
<br />m --
<br />��?
<br />005 SQ `cal
<br />5$ pilF'
<br />R-1
<br />iD=zl6.as'
<br />EAVE L
<br />"m FOUND REBAR
<br />LL $
<br />(0.993 ACRES)
<br />--
<br />_
<br />�9" P 1
<br />"� IS (N) 8' PVC=213,20'
<br />w9
<br />16 N X 0.0' E
<br />O N
<br />PARCEL #00582202200101, 00582202200102, 00582202200201
<br />co 37.5 06 1 f' �
<br />,
<br />W
<br />�' EAVE d
<br />, . PROP. C0�1➢
<br />�
<br />� g
<br />& 00582202200202, AREA= 29,5923 S.F. (0.68t ACRE)
<br />2
<br />IIIJJJ AC uwr
<br />m
<br />,- 26.5' y ,
<br />',
<br />O i
<br />PARCEL 00582202200701 & 00582202200702, AREA=
<br />•
<br />�,-'"-
<br />„.89'2050•• E 128.81
<br />R
<br />^' 35.00'
<br />a. $
<br />13,517t S.F. (0.31f ACRE)
<br />50•
<br />1.: F ELEV 217.1'd
<br />- ,� J�
<br />cuae+
<br />-
<br />Li'
<br />- .0 - -
<br />O p
<br />ROW
<br />_
<br />1 P
<br />tBLV�fANc
<br />D
<br />.n
<br />°+. .a
<br />h .��--
<br />e CB T-1
<br />0 Z
<br />6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
<br />drv+
<br />IX
<br />.7
<br />7 .',,�' y o - �,
<br />P
<br />(2) 22" - RIM-zn.o9'�
<br />U
<br />REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST
<br />rd
<br />°� dp
<br />- ,,,� e ° ,,
<br />- s
<br />S
<br />�� '' " _� P
<br />° O IE (N) a" P c 208.74'
<br />�d
<br />THAT ARE NOT SHOWN HEREON.
<br />EAVE a
<br />,�' cot aF-._ rnt S d __-M1 •>' 1P`" ry s, �I-1.�.a
<br />"'� WHITE ° i
<br />$'
<br />`^ F" ,�
<br />Iry o_
<br />9
<br />.\
<br />Ud IE (S,) 8" P C =208.69'
<br />04'E
<br />y GURB d" e of ap N e
<br />m
<br />7. INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE ELECTRONIC
<br />- rc
<br />+?9 ff
<br />p 1
<br />.g
<br />DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY
<br />WERE
<br />P-
<br />�I _
<br />EAVE C NC. #•
<br />RAM
<br />?J. °GATE
<br />~02'H ry '�
<br />�-
<br />FI 9
<br />°~c�
<br />E
<br />DIRECT AND REVERSE ANGLES, NO CORRECTION
<br />NECESSARY. MEETS STATE STANDARDS SET BY WAC
<br />�s hA
<br />`d.
<br />c e.
<br />eT.e.� 'm aim.. tGEI°FRATOR�'
<br />ggqEEE
<br />pPi 02� �,( T;
<br />and W g
<br />332-130-090.
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<br />ASPHALT SURFACE L� � MONUMENT IN CASE (FOUND)
<br />i
<br />w _ ` 6
<br />-
<br />4c (z) 19' PIN 3 m J
<br />�I
<br />M,
<br />N
<br />m
<br />0 x�ry
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<br />3
<br />BOL O BOLLARD PH❑ POWER HAND HOLE
<br />W ;
<br />'^ ry
<br />S
<br />TW M
<br />I+I 8
<br />BUILDING P❑ POWER METER
<br />(Y $ $ "--
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<br />JdPHq
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<br />R- CENTERLINE ROW P- POKER (OVERHEAD)e
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<br />0 CONCRETE SURFACE RD0 POKER POLE
<br />E� z z� 'A
<br />IGN BOARD GB T 1 '� 'D
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<br />r
<br />CB T 1
<br />Ab
<br />'
<br />i
<br />O C C
<br />,y
<br />�l
<br />RIM=214.95'
<br />RIM-213.83'
<br />A
<br />W N W
<br />CONCRETE WALL Pi POKER TRANSFORMER
<br />'�
<br />" DI=2t2J0' s
<br />4
<br />FWND REBAR T!� CAP
<br />L4K 10740, srv°
<br />ds IE (W. 4" DI =212.53'
<br />�SO SO
<br />e35•
<br />T" ry
<br />OT C C
<br />-TOO- CONTOUR (MAJOR) Q ROAR AS NOTED (FOUND)
<br />�-
<br />p� ,0
<br />e P'e
<br />0.08' N X 0.22 E
<br />OF PROP.
<br />¢,.k
<br />Tp�
<br />ROW
<br />v A •
<br />�I
<br />Q
<br />- 102 CONTOUR (MINOR) ROCKERY
<br />FENCE LINE (CHAIN LINK) 55 SEWER LINE
<br />: -`
<br />-
<br />Rp4�-�pg2p�
<br />Q P',Lpti�" ✓
<br />F,O LLEY
<br />�p�
<br />9 �ry p ry
<br />m
<br />22 PIN mo{
<br />V �+
<br />I FENCE LINE (WOOD) (�) SEWER MAINTENANCE
<br />(i//)//./�
<br />005 p° 1
<br />°
<br />5 r a y
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<br />e O
<br />, T "�
<br />a) 3
<br />FIRE DEPT CONNECTION SIGN (AS NOTED)
<br />" -
<br />•RIMr215.13'
<br />IE (IT) 4
<br />a ROC
<br />c 0.3'S K H°
<br />d® ,$
<br />om 'R m� "' m` m
<br />m
<br />2
<br />N"'"
<br />O
<br />d
<br />FIRE HYDRANT
<br />,m^
<br />m ®1 DI =212.73�0500
<br />e n s s
<br />s
<br />4E
<br />- _
<br />CL
<br />STORM DRAIN MANHOLE
<br />„? ')
<br />m
<br />N
<br />G❑ GAS METER 13 STORM CATCH BASIN
<br />d m
<br />PH re _ 3
<br />iP .,6
<br />LLQ ^ %-rI fAC
<br />UNIT�AVE WALL 89'20'44" 126.BZ•
<br />{OUND REBAR. '\
<br />N
<br />x•' S
<br />O1 LIB
<br />��
<br />cv� GAS VALVE -SD- STORM DRAIN LINE
<br />9 nm
<br />A C '6xxa m
<br />°N
<br />: $�^a 3o
<br />02 X 0.05' E
<br />O OD
<br />GRAVEL SURFACE -T- TELEPHONE (OVERHEAD)
<br />;r.
<br />3:
<br />dq+CURB
<br />s ry CB i-1
<br />a t RIM 215.11'
<br />OCKERV
<br />J
<br />168' OF P P. CDR.
<br />a 3t
<br />o-
<br />rH DD
<br />GUY ANCHOR SIZE TYPE TREE (AS NOTED)
<br />P
<br />_
<br />-'
<br />Abl°
<br />V (-212.8"
<br />PVC 212.26'
<br />a SSMH
<br />Q
<br />;',�.•
<br />3
<br />? D
<br />LP�p LIGHT POLE
<br />is
<br />ow " O
<br />EIM(N)128 PVC=205,28'
<br />o
<br />J OD
<br />(n V)
<br />® WATER GATE VALVE
<br />yl
<br />8" DEC •+' 18" DEC
<br />♦ o aLEE
<br />0. 19.7' IE (S) 8" PVC=20558' 4d
<br />4M
<br />❑WL COLUMN ME] WATER METER
<br />nr al
<br />ws
<br />� e 6" DEC
<br />`� IE (5'LV) 8"
<br />PVC-21218' VVV
<br />m
<br />y a
<br />OTP TELEPHONE POLE WVN WATER VALVE
<br />- -
<br />qa
<br />e z
<br />&P
<br />xj
<br />D1 (i
<br />Q) N
<br />254.22x OVERHEAD POWER
<br />18 PARKING SPACES
<br />-'
<br />b.N°�
<br />N 9'20 4 123.61
<br />m
<br />L
<br />TRANSMISSION LINE ELEV
<br />d
<br />N
<br />VICINITY
<br />FOUND ROAR,U)
<br />0.0{' N %0.25'E
<br />n
<br />o
<br />C C
<br />0
<br />�pF.�-�}� OF PROP. COR,
<br />Nrs.
<br />T
<br />P.�y.'�y'
<br />�6a
<br />111
<br />0 a
<br />TTTH
<br />X
<br />00
<br />TH
<br />J
<br />JOB NUMBER:
<br />170361
<br />i o
<br />I
<br />o.
<br />DATE:
<br />07
<br />SITE
<br />I
<br />DRAFTED BY:
<br />ftLS/IDV-PSV-PSC
<br />CHECKED BY.
<br />WE
<br />0
<br />SSMH
<br />RIM-219,48'L
<br />n
<br />u
<br />Co T-1
<br />SCALE:
<br />1'= 20'
<br />REVISION HISTORY
<br />(UNABLE TO ACCESS)
<br />-
<br />- - - -
<br />- - RIM-208.62'8 -
<br />(v)
<br />- - - - - - - - - - - - - - -
<br />N - -
<br />IE (N) 8" P C=20652'
<br />IE (S.) 8' P C=206.52LL
<br />HI
<br />I
<br />I
<br />SMH
<br />RIM-209J2
<br />CENTER OF 8" PVC CHANNEL
<br />FWND MISRAISS CASK
<br />IN E., S. & W.)=196 82'
<br />pOWN 1.0'
<br />SHEET NUMBER
<br />SS
<br />SSSSSS
<br />- � i
<br />I OF
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