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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 />MIA, b
<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 />rsSMH
<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 (WE) 8" PVC=212.87'
<br />(UNABLE TO ACCESS)(")
<br />�sD sD 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
<br />BR 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 />RIM H SOMH
<br />RIM-214.98' RIM=214.89'
<br />m e q
<br />42ND ST �'E
<br />N 89l20'88' E 353�82
<br />(IN FEET )
<br />t INCH = T Ff.
<br />N 89R0' E 343.83'
<br />-T
<br />:3000
<br />i0 ACCESS) (UNABLE TO ACCESS) �
<br />It
<br />1-
<br />�
<br />1. REFERENCE
<br />F`
<br />m"ry
<br />ccS T-1
<br />VERTICAL DATUM
<br />RIIM-21C3PVG=zlz.ez'
<br />CONC. RAM
<br />IE �.
<br />It (SW 6 PVC =t212. s
<br />-s. " CO Ga'DWY`_.S a-,P-�"f�1
<br />NAPP 1988 PER GPS OBSERVATION
<br />N 4'29 42 E
<br />m zo 70
<br />r 4
<br />d .,G
<br />A♦ s1.
<br />a 0M1 0 56" E 1091 ' - ° r� e
<br />0
<br />�tr BLDG HEAVE
<br />SURVEYOR'S NOTES
<br />L THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN
<br />MARCH OF 2017. THE FIELD DATA WAS COLLECTED AND
<br />*F94T10ObEBRANGJ_
<br />RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRONIC
<br />%
<br />CB T-1
<br />xo- cot
<br />THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD.
<br />WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN
<br />RIM z1503 PHO
<br />FLEX = 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 />° i
<br />as°-' t
<br />W
<br />ELEVATIONS.
<br />3s.T 6.3 .�
<br />rn
<br />-
<br />d
<br />'m
<br />LDG
<br />Oti OVER ANG •-
<br />ND n sry
<br />D 3 g
<br />2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE
<br />COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED.
<br />E'\4 o
<br />Ica
<br />QpiL�O�� dd
<br />(�
<br />° T T
<br />3. BURIED UTILITIES SHOWN BASED ON RECORDS FURNISHED BY
<br />OTHERS AND VERIFIED WHERE POSSIBLE IN THE FIELD. TERRANE
<br />p�561'-
<br />p �
<br />ASSUMES NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS
<br />DO DO
<br />::. ,EAW
<br />. RR
<br />1
<br />Q p
<br />. B� N
<br />W o
<br />ry
<br />OR ACCEPT RESPONSIBILITY FOR UNDERGROUND LINES WHICH
<br />III
<br />1'0
<br />$ N
<br />Q rn
<br />ARE NOT MADE PUBLIC RECORD. FOR THE FINAL LOCATION OF
<br />r� `�
<br />cc
<br />�E
<br />oi,
<br />w
<br />i..)
<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 />c
<br />2 .- $
<br />f� W Q
<br />3
<br />UTILITY OWNER/AGENCY. AS ALWAYS, CALL 1-800-424-5555
<br />m
<br />'��
<br />,? t
<br />O F
<br />Y
<br />BEFORE CONSTRUCTION.
<br />BLDG.
<br />OVERHANG -
<br />4201 RUCKER AVE
<br />EVERETT, WA 98203 1.
<br />3
<br />>4
<br />m o
<br />H
<br />01
<br />'O
<br />IN
<br />=00
<br />4. SUBJECT PROPERTY TAX PARCEL NO. 00582202200101,
<br />GEC"001 '-
<br />56.0'
<br />w $ $
<br />(� $
<br />d K
<br />OLB
<br />00582202200102, 00582202200201, 00582202200202,
<br />00582202200701 & 00582202200702.
<br />EAW
<br />QP�p'Lti 1.
<br />0ti F� ao.3'
<br />'°ma
<br />p
<br /><
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<br />v o
<br />_ rya
<br />NQ
<br />5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 43,109t S.F.
<br />o d a
<br />m --
<br />��?
<br />005 SG. `cal
<br />5$ pilF'
<br />GB,,R-1
<br />1=216.85'
<br />EAVE L
<br />"m FOUND ROAR
<br />W B�
<br />LL $
<br />W
<br />(0.993 ACRES)
<br />--
<br />_
<br />�9" P 1
<br />"� IS IN) 8' PVC=213,20'
<br />w�
<br />18' N X 0.0' E
<br />O N
<br />PARCEL #00582202200101, 00582202200102, 00582202200201
<br />co 3].5 06 1 f' �
<br />,
<br />W
<br />�' EAVE o
<br />, . PROP. GO�t➢
<br />& 00582202200202, AREA= 29,5923 S.F. (0.68t ACRE)
<br />z
<br />IIIJJJ AC uwr
<br />m
<br />', o
<br />,- 26.5'y ,
<br />O i
<br />PARCEL 00582202200701 & 00582202200702, AREA=
<br />•
<br />,,,R.._ _ o- ._- �,-'"-
<br />„.89'2050•• E 128.81
<br />a
<br />^' 35.00'
<br />El. $
<br />13,517t S.F. (0.31f ACRE)
<br />50•
<br />1.: F ELEV 217.1'd
<br />J�JR
<br />-
<br />Li'
<br />O p1
<br />p
<br />tBLV�fANc
<br />65"
<br />e CB T-16.
<br />THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
<br />dROW aa;
<br />.A,�' o -
<br />PD
<br />(2)22- MREPORT.
<br />EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST
<br />rd
<br />°� dp ,
<br />- ,,,n° ,,
<br />'' " °� P
<br />° O IE (N) 208.74'
<br />THAT ARE NOT SHOWN HEREON.
<br />EAVE a
<br />,�aF.___rvs,IA.�.-sF,�e��9S�dIE
<br />"'� WHITE ° A
<br />$'
<br />Iry o_
<br />.\
<br />(SJ C =208.69'
<br />OAT
<br />��,
<br />y GURB d1 a o f ap N e
<br />" -
<br />m
<br />7. INSTRUMENTATION FOR THIS SURVEY WAS A TRIMBLE ELECTRONIC
<br />s° rem` d rc
<br />-
<br />+?9 ff
<br />O 1
<br />"g yI o
<br />�
<br />DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS SURVEY
<br />WERE
<br />P-
<br />�I _
<br />EAVE C NC. RAM #•
<br />_
<br />~02'Hry '�
<br />�-
<br />OF- p0
<br />FI 9
<br />°~ j o
<br />DIRECT AND REVERSE ANGLES, NO CORRECTION
<br />NECESSARY. MEETS STATE STANDARDS SET BY WAC
<br />`d.
<br />'m aim.. tGEIOFRAi9R�'T:
<br />ggqEEE
<br />Y, 02� �,( J;
<br />and c� W g
<br />e
<br />332-130-090.
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<br />G�•p20
<br />~
<br />eP� otiyo BC4 �« D
<br />5 R
<br />EGEND
<br />^ ems
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<br />58�� ®o[ sBd
<br />p?
<br />�yc'O
<br />•ens°4e
<br />m
<br />ASPHALT SURFACE MONUMENT IN CASE (FOUND)
<br />(D
<br />4c (z) 18" PIN 3 m J
<br />�I
<br />m
<br />0
<br />ROL O BOLLARD PH❑ POWER HAND HOLE
<br />W
<br />rvF
<br />S
<br />TW M
<br />BUILDING P❑ POWER METER
<br />(Y $ $ "--
<br />s. --
<br />rvo zzw. x
<br />x
<br />n
<br />EN E �FrT
<br />®
<br />�
<br /><
<br />a.+ y
<br />`••' $ $ '
<br />d
<br />~0.1'
<br />p
<br />0) W
<br />R- CENTERLINE ROW P- POKER (OVERHEAD)
<br />eA
<br />_ roes
<br />O
<br />0 CONCRETE SURFACE PPO POKER POLE
<br />E� z� 'A
<br />ION BOARD CB T 1 1
<br />n
<br />T 1
<br />T-13.83'
<br />Ab
<br />'
<br />i
<br />O C C
<br />,y
<br />�l
<br />RIM=214.95'
<br />RI
<br />RIM
<br />A
<br />W N W
<br />CONCRETE WALL Pi POKER TRANSFORMER
<br />'�
<br />" DI=212,70' s
<br />ro
<br />FWND REBAR T!1 CW
<br />LSK tm{o, s"°
<br />ds IE (W. 4" DI =212.53'
<br />�so�so�
<br />Fg5•
<br />"°�A
<br />OT C C
<br />-TOO- CONTOUR (MAJOR)REAR AS NOTED (FOUND)
<br />e P
<br />t
<br />'e OF PROP.
<br />Tpk'�O
<br />v •
<br />Q
<br />-102 CONTOUR (MINOR) ROCKERY
<br />11 IF FENCE LINE (CHAIN LINK) SS SEWER LINE
<br />-
<br />: -`
<br />-
<br />R4p2gp
<br />G
<br />Q PryO✓
<br />F,O m LLEY
<br />�G�
<br />9 �ry O�ry
<br />m
<br />22 PIN mo{
<br />�+
<br />(i//)//./�
<br />O
<br />e O
<br />I FENCE LINE (WOOD) (�) SEWER MAINTENANCE
<br />Op5 0 1
<br />°
<br />s p F A y
<br />T "�
<br />> O 3
<br />FIRE DEPT CONNECTION SIGN (AS NOTED)
<br />" -
<br />•'� RIAr215.13'
<br />IE (IT) 4
<br />a ROC y�
<br />° 0.3S K H°
<br />d®
<br />$
<br />om 'R m`
<br />m
<br />d
<br />FIRE HYDRANT
<br />,m^
<br />m ®1 DI =212.73
<br />(
<br />e n s
<br />°
<br />4E
<br />P
<br />STORM DRAIN MANHOLE
<br />„? ')
<br />,mry
<br />�0500
<br />m
<br />N
<br />G❑ GAS METER
<br />13 STORM CATCH BASIN
<br />d m
<br />RN re _ 3
<br />iP .,6
<br />LLQ ^ %-rI fAC
<br />UNIT�AVE WALL 89'20'44" 1"28.82•
<br />FOUND REBAR. �
<br />x•'
<br />S
<br />O1 LIB
<br />��
<br />cv(� GAB VALVE -SD- STORM DRAIN LINE
<br />9 nm
<br />A C '6x°$ m °N
<br />: $�^a 3o
<br />02 X 0.05' E
<br />O OD
<br />GRAVEL SURFACE -i- TELEPHONE (OVERHEAD)
<br />;l.
<br />3:
<br />dIPWRB
<br />° ry CB T-1
<br />t RIM 215.11'
<br />"
<br />OCKERV
<br />J
<br />168' OF P P. CDR.
<br />a o-
<br />rH DD
<br />CE
<br />GUY ANCHOR SIZE TYPE TREE (AB NOTED)
<br />P
<br />_
<br />-'
<br />M1rvi°
<br />V (WILY)-212. 6'
<br />PVC 212.26'
<br />a SBMH
<br />Q
<br />;',�.•
<br />3
<br />? D
<br />LPop LIGHT POLE
<br />is
<br />ow " 0
<br />EIM(N)1Y PVC
<br />=205.28'
<br />o
<br />J O
<br />(%) V)
<br />® WATER GATE VALVE
<br />yl
<br />♦ o as 8" DEC •+' 18" DEC
<br />CURB
<br />0. 19.7' IE (S) 8" PVC =20558' 4d
<br />4M
<br />❑WL COLUMN µ E] WATER METER
<br />ar al
<br />� e 6" DEC
<br />`� IE (5LV) 8"
<br />PVC-21218' VVV
<br />�
<br />y a
<br />OTP TELEPHONE POLE WVN WATER VALVE
<br />- -
<br />qa
<br />,� z
<br />0) ui
<br />254.22 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 />U) N
<br />VICINITY
<br />FWND R,
<br />REBA
<br />0.0{ N X0.25'E
<br />l*}*
<br />n
<br />o
<br />C C
<br />L
<br />Nola" CO of PROP. GOR.
<br />'
<br />NITS
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<br />T
<br />P
<br />TH
<br />Do
<br />TH
<br />J
<br />JOB NUMBER:
<br />170361
<br />i o
<br />I
<br />o.
<br />DATE:
<br />SITE
<br />I
<br />DRAFTED BY:
<br />DV.P C
<br />ftLS/IDV-PSC
<br />CHECKED BY.
<br />WE
<br />a 0
<br />SBMH
<br />RIM-219,48'
<br />L
<br />n
<br />u a
<br />t�
<br />Co T-1
<br />SCALE:
<br />1'= 20'
<br />REVISION HISTORY
<br />(UNABLE TO ACCESS)
<br />-
<br />- - - -
<br />- - RIM=206.62'� -
<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 />SSMH
<br />RIM-209J2
<br />CENTER OF 8" PVC CHANNEL
<br />SE
<br />FWND MBRAISS CDISK
<br />E., S. & W)=196 82'
<br />pOWN 1.0'
<br />SHEET NUMBER
<br />SS
<br />SSSB-BSI
<br />- � i
<br />I OF
<br />I
<br />
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