BLD2022-1541+Survey_-_Boundary_and_Topographic+11.9.2022_11.52.47_AM+3211546EGAL DESCRIPTION
LOT 6, BLOCK 4, SEATTLE HEIGHTS DIVISION FOUR, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 11,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
BASIS OF BEARINGS
ACCEPTED THE BEARING OF N 89`21'56" E, BETWEEN
MONUMENTS FOUND ALONG THE CENTERLINE OF
212TH ST SW, PER REFERENCE NO. 1.
SURVEYOR'S NOTES
1. THE SURVEY SHOWN HEREON WAS PERFORMED IN JANUARY OF
2022. THE FIELD DATA WAS COLLECTED AND RECORDED ON
MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE. THE
DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES
MAY NOT EXIST.
2. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE
MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE
NOTED.
3. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE
COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED.
4. SUBJECT PROPERTY TAX PARCEL NO. 00566900400600
5. APPROXIMATE SUBJECT PROPERTY AREA IS:
37,827 SQ FT +/— (0.87 ACRES)
6. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD
MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5—SECOND
TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS.
ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND
MEET THE STANDARDS SET BY WAC 332-130-090.
7. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE
PROPERTY DESCRIBED IN OLD REPUBLIC NATIONAL TITLE
INSURANCE COMPANY, COMMITMENT NO. 5207168462, WITH AN
EFFECTIVE DATE OF NOVEMBER 10, 2021 AND THAT ALL
EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID
TITLE COMMITMENT OR APPARENT FROM A PHYSICAL INSPECTION
OF THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN
PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON
THE PROPERTY.
8. THE PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE
DESIGNATION "X", PER THE FEDERAL EMERGENCY MANAGEMENT
AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO.
53061C1315F, WITH AN EFFECTIVE DATE OF JUNE 19, 2020 FOR
COMMUNITY NO. 530163, IN SNOHOMISH COUNTY, STATE OF
WASHINGTON, WHICH IS THE CURRENT FLOOD INSURANCE RATE
MAP FOR THE COMMUNITY IN WHICH THE PROPERTY IS SITUATED.
9. A ZONING REPORT HAS NOT BEEN PROVIDED BY THE CLIENT PER
THE 2021 ALTA STANDARDS.
10. UTILITY INFORMATION: ALL FIELD OBSERVED UTILITIES ARE
SHOWN HEREON IN ADDITION TO ANY UTILITY PLANS AND/OR
MAPS PROVIDED BY THE CLIENT AS WELL AS ANY PRIVATE
UTILITY LOCATE MARKINGS PER THE 2021 ALTA STANDARDS.
EXCAVATION MAY BE NECESSARY TO ACCURATELY, COMPLETELY
AND RELIABLY DEPICT THE EXACT LOCATION OF UNDERGROUND
FEATURES.
11. NO STRIPED PARKING SPACES WERE IDENTIFIED ON THE
PROPERTY AT THE TIME OF THE SURVEY.
12. THERE WAS NO OBSERVED EVIDENCE OF RECENT EARTH MOVING
WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS AT THE
PROPERTY AT THE TIME OF THE SURVEY.
13. A SCRIVENER'S ERROR WAS IDENTIFIED IN BLOCK 4 OF THE
PLAT. THE WEST LINE OF LOT 8 AND THE EAST LINE OF LOT 3
APPEAR TO BE CORRECT BUT ALL OF THE LINE LENGTHS
BETWEEN THEM APPEAR TO BE INCORRECT. OTHER SURVEYS IN
THE BLOCK, INCLUDING R1, HAVE ALSO IDENTIFIED THIS ISSUE
AND HAVE CALCULATED THE LOTS SIMILARLY TO THIS SURVEY.
REFERENCES
R1. ARBOR VILLA CONDO SURVEY, AFN. 200506295353,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
VERTICAL DATUM
NAVD 88 PER GPS OBSERVATIONS
SURVEYOR'S CERTIFICATE
TO: DOUGLAS RAY SCHNELL AND MARK DONALD SCHNELL, GLACIER
ENVIRONMENTAL, INC. AND OLD REPUBLIC NATIONAL TITLE
INSURANCE COMPANY;
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON
WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021
MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND
TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND
NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a), 7(a), 7(b)(1), 7(c),
8, 9, 11, 13, AND 16, OF TABLE A, THEREOF. THE FIELD WORK WAS
COMPLETED ON JANUARY 19, 2022.
SCHEDULE B ITEMS
8. AN EASEMENT AFFECTING THAT PORTION OF SAID LAND AND FOR
THE PURPOSES STATED HEREIN AND INCIDENTAL PURPOSES AS
PROVIDED IN THE FOLLOWING
INSTRUMENT: DISTRIBUTION EASEMENT
FOR: THE PERPETUAL RIGHT, PRIVILEGE, AND AUTHORITY TO
PATROL, CONSTRUCT, ERECT, RECONSTRUCT, ALTER, IMPROVE,
EXTEND, REPAIR, OPERATE, AND MAINTAIN OVERHEAD AND/OR
UNDERGROUND ELECTRIC DISTRIBUTION LINES AND FACILITIES,
GRANTEE —OWNED COMMUNICATION WIRES AND CABLES, AND
OTHER NECESSARY OR CONVENIENT APPURTENANCES
DATED: JANUARY 25, 2016
RECORDED: FEBRUARY 17, 2016 IN OFFICIAL RECORDS UNDER
RECORDING NUMBER 201602170520
AFFECTS: A STRIP OF LAND 10 FEET IN WIDTH, LYING PARALLEL
WITH AND ADJOINING THE NORTH MARGIN OF 212TH ST.
SOUTHWEST (PLOTTED)
LEGEND
ASPHALT SURFACE
PROPERTY LINES (ADJACENT)
®
BRICK SURFACE
0
REBAR & CAP (SET)
�StSZSZS�SZSZS�SZk
BUILDING
O
REBAR AS NOTED (FOUND)
CENTERLINE ROW
RETAINING WALL
coo
CLEANOUT
RIGHT-OF-WAY LINES
CONCRETE SURFACE
ROCKERY
=
DECK
SCO o
SEWER CLEANOUT
X X
FENCE LINE (CHAIN LINK)
0
SEWER MANHOLE
FENCE LINE (WOOD)
SS
SEWER LINE
FIRE DEPT CONNECTION
—
STORM DRAIN LINE
FIRE HYDRANT
STORM MANHOLE
G
GAS LINE
TEL HH ❑
TELEPHONE HAND HOLE
G ❑
GAS METER
TEL SENTRY ❑
TELEPHONE SENTRY
GV W
GAS VALVE
TEL VLT
TELEPHONE VAULT
F'.._..�
GRAVEL SURFACE
SIZE TYPE O
TREE (AS NOTED)
>-
GUY ANCHOR
UT
UTILITY LINE
0
INLET (TYPE 1)
W
WATER LINE
®
INLET (TYPE 2)
WM D
WATER METER
LUM
LUMINAIRE
WV DQ
WATER VALVE
®
MAILBOX (RESIDENTIAL)
y�� 7�{
P� 115y j
ITEM NO. 8 -
10' ELECTRIC EASEMENT
►��
MONUMENT IN CASE (FOUND)
— — — J
PER AFN 201602170520
PST [I
POST
ABBREVIATIONS
P ❑
POWER METER
BLDG
BUILDING
P
POWER (OVERHEAD)
CALC'D
CALCULATED
CLF
CHAIN LINK FENCE
PP O
POWER POLE
CO
CLEANOUT
PP 0---0
POWER POLE W/ LIGHT
CRW
CONCRETE RETAINING WALL
MEAS
MEASURED
PROPERTY LINE (SUBJECT)
NONE
SIGNIFICANT OBSERVATIONS
7-Eleven
VICINITY MAP MINN.T.S.
3
>
212th St SW SITE 212th St SW
TA/NSPS LAND TITLE SURVEY
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�10W 210TH ST SW
N 89'22'04" E 685.07' CALC
(N 89'21'57" E 685.005' R1)
LOT R®
LC�)T 1
LOT 9 LOT
L
19 239.48'
3 29 N 89'21156" IE % 688.42'MEAS. & R1 O o
FOUND MON IN CASE 212TH ST SW
BRASS PIN, DOWN 1.0'
CONTROL MAP
N.T.S.
FOUND MON IN CASE
IRON PIPE W/ TACK,
DOWN 0.9'
30'
ROW
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N O
OD O
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FwC rn
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FOUND MON
IN CASE
BRASS DISK,
DOWN 1.0'
BLD2022-1541
RECEIVED
Nov 15 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
INDEXING INFORMATION
NW
4
NE 4
1
W 4
SE
4
SW 1/4 SW 1/4
SECTION: 20
TOWNSHIP: 27N
RANGE: 04E, W.M.
COUNTY: SNOHOMISH
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JOB NUMBER: 212650
DATE: 01121122
DRAFTED BY: JPH
CHECKED BY: CSP
SCALE. N. T. S.
REVISION HISTORY
SHEET NUMBER
1 OF 2
COLIN SNOWDEN PALMER CERTIFICATE NO. 57176
DATE
TA/NSPS LAND TITLE SURVEY
LEGEND
O ASPHALT SURFACE - PROPERTY LINES (ADJACENT)
® BRICK SURFACE 0 REBAR & CAP (SET)
�SZSZ�SZSZS�SZSZS�S BUILDING O REBAR AS NOTED (FOUND)
CENTERLINE ROW RETAINING WALL
coo CLEANOUT RIGHT-OF-WAY LINES
0 CONCRETE SURFACE ROCKERY
DECK SCO o SEWER CLEANOUT
X X FENCE LINE (CHAIN LINK) 0 SEWER MANHOLE
�- FENCE LINE (WOOD) SS SEWER LINE
FIRE DEPT CONNECTION SD STORM DRAIN LINE
FIRE HYDRANT Q STORM MANHOLE
G GAS LINE TEL HH ❑ TELEPHONE HAND HOLE
G ❑ GAS METER TEL SENTRY ❑ TELEPHONE SENTRY
GV W GAS VALVE I TEL VLT TELEPHONE VAULT
F::0.:j GRAVEL SURFACE SIZE TYPE O TREE (AS NOTED)
>- GUY ANCHOR UT UTILITY LINE
0 INLET (TYPE 1) W WATER LINE
® INLET (TYPE 2) WM ^ WATER METER
LUM LUMINAIRE WV DQ WATER VALVE
® MAILBOX (RESIDENTIAL) ITEM NO. 8 -
MM 10' ELECTRIC EASEMENT
►�� MONUMENT IN CASE (FOUND) PER AFN 201602170520
PST El POST ABBREVIATIONS
P ❑ POWER METER BLDG BUILDING
P POWER (OVERHEAD) CALC'D CALCULATED
CLF CHAIN LINK FENCE
PP O POWER POLE CO CLEANOUT
PP 0---0 POWER POLE W/ LIGHT CRW CONCRETE RETAINING WALL
PROPERTY LINE (SUBJECT) MEAS MEASURED
20 0 10 20
( IN FEET )
1 INCH = 20 FT.
ROCKERY J�
0.1'S OF FENCE COR
ROCKERY PROP LINE 4.1'N OF LINE
0.5'N OF CD & 0.6'W FROM
FENCE w PROP COR
PROP LINE 0.8'S OF
SET REBAR/CAP PROP LINE ^ N 89'21'47" E 104.40' ti 2�x
AT PROP COR,` (104.5 PLAT)
MATCH LINE ::':::..:.......9. M- o. o - x
2 "F R .. • °. • •.. 0 0 0. n�
kti........ 2.5' �o. AVE, FENCE ROCKERY o 0 1 2„ 8"FIR o �2ie
Op CHiMN.EY 0.1'S OF k��.
rp �: ::.:.:..... ....:..:.421n 0.4'E OF �: » H 6' 25"FI
G� 0 8.9 PROP COR RO 2U- O
E 4 I Ikp :L' 421;6':•:• , PROP LINE 2»
Q P 0p ` R "^"""""' 8.8 CLF END FENCE
.. ........... o ............ aD
- - 4�92 ��J 9s•• x 42�'9 o N w 1.6'W OF LINE "IRO 12" ED PROP LINOS
0 GJ <j ( M < a & 0.9'S FROM CLF INTX O S
0.1'W OF k �� G�� :::��°� 17.7 w o PROP COR ati` o ,> 4 R o1 x R ° 1 „MAD
PROP LINE:::::::.:.::::::: .:�o• e Pz .
... ..........'.'.'.'.'.:':':':':'::'.':':..'.'.'. ktio R2o 3.2 FENCE 24» D AP
0 �� �::::........... �� Q 0.4'S OF
0� x:........ 14" D FIR
k �'�; ••.•:S xati`?::.•.•.•.•.•.•.•.• PROP COR
P�G pDcpp Q 4.1' 2 .::::Z8" RO ° 8»FIR 0 15.4' A 16' AD 6"M D
Q 6pJp IRO oti.:...... ti° v 1 p2 �� 18"FIRO
ti'.':::.'.'.'.'.
o �........... oo
G "FIR ::::::: aR' ,ti FENCE �� p� �6"D
G
pp5 Off` V�. 26 FI ... 28"FIR 0.2'E OF P� pDcp ��G o
Q Q� O .'::::::::::::: 0"PIN PROP LINE Q 0 O18 ti kti
O R2o :: o �6Cp�J �O�' CLF 20"FIR
FFIR o R2 .......... ��................
k� o kti aQ:.::::::.. p S G 0.7'w of o
CLF �...... p P��.P PROP LINE
0.3' E OF ° �� 10.0' .��� . ko 4,8 s k� o 11.�
�. 6"EVG o
PROP LINE :.::.:.:.y ' ' \ 6»DEC W
,k :':'A?z'1:. » R 1 FI I 0) 24"FIRO
28"FIR o O N CLF
,. ,')AVE N FENCE z 0.1'W OF O
BLDG HEIGHT= F::::::•:::2::: 0.4'E OF p PROP LINE 24" °
12.5' AD o PROP LINE a O
20.8' r I 0» O ^ , ° ,k�° 20"FIR
LIF
- - - - - - - - - ���, o co j : BLDG oo "EVG 05'ECOF xag
CLF END N Q :.'0:.:.:::::.::..: OVERHANG 2"E G 4 a1 rn .O
0.1'E OF > 3.8 8 I� �ti:'.'.'.Q.'.'. I s Li PROP LINE 16" ° BLDG HT=9.5'
PROP LINE 5.3' w �12.1' P?'' 22"FI
4 m w OI X 16" G ��° MATCH LINE
� kti x��:':•: ••:: ••••::•. 4>, ITl
CA '7 42g 12 '.'.: C7.'.'. '..'.'.'.'. CA
2 �o x2..:: 14 1 26"F Z
N Z FF EL- . .........:..:. F FENCE 0 O
0 424.5' !_
.....�0 0.1'E OF f �
p o ::...'.'.'.'..,.:...:....: Cfl
........ ....... 22 PROP LINE
r c� :.:&...:.:.:.:.:.........:.:.:.:........:..•....
kti
0')�229 :::: :::
r'- r 28'FIR
Q
14»F k k1 Q� VV
m k�k. ° xR F1� 6' LY o ti°
,Ik. FENCE COR
fTl k P R2� �o „p 0.1'E OF
Z CA 28"FIR
k�'.'.'.'.'.'.'.'.'.'.'.'........'.. ..'. c PROP LINE
m Oo �� D :C a� �. �R o FOUND REBAR/CAP
00 x kti PLANTER "DEC o LS# 30581
2?0 k n a ON LINE
C� ,titi VG k kti1��
BLDG HEIGHT=8.5'
422.
'�^'�6 •• �• ••'•`fir:•• 20'�VG �:•.:•:;:�.. � °` ,.�h
kb..... A Q k PST • a
b .:lx....d.�... 8x x4 ?I 421.4 k�'�•42F, A
` 0 •.•.•.•.•.•.•.•.•.......... �a2x. C01�1C • N
�Cj'C��Oj (2�10"EVG k n�.......... A..:::':':COt4!`:: o.� .` f�A�10' °
h................. FF EL=421.9'
•:.:�.'.'.'::.'.'.'.'.'.'.'.'.'.'.':.... ,y A
Q ... .A. ....1 ® SHED COR
QP pp ��� ON.....::• 4s1... kti^9 ,^.g' 'o.. ,^ m
...P:OR..r- '..•.... �$A;ti� a g '��ryti ,titi 0.8E OF
:':':'�'.':::......... k a2zs PROP LINE
12",14"EVG .......tio.....::....... n2`� r ^az . �� 17.9' 42
........... 421.4 �� ' 4 2.3
°. .........
. •.'.
Q Q� p o �'�42 ktix v O
GRAVEL EDGE:.:.:.:.:::15.6' FENCE END
4'•'•'•'•' av°^ kti kti k 2 n'- ' 0.3'E OF
0.4'E OF ?06 .'.: ' PROP LINE
PROP LINE '4 _
12'�14"EVG 2�SF� w in HOUSE N0. ���� 422.
SAVE 7509
12"EVG """ -- FOOTPRINT= !�
I. 18.4
9.9,
(2)12 EV N F424L6' CHIMNEY 29.6 ' ti a22.
:::::
z
37.4 ' :..�.... 19.4' o� k. �ti. EAVES.:
..°?.47 k 223 n� �Q'�, ... �,1`L.
4 4. 4R.40 �R2° �° M
10"EVG 411�.a ° zx3 P. 7.N
421.E GRADE
�. CONC k BREAK
GRAVEL EDGE o 0o BLDG PORCH°
0.5'E OF k HEIGHT=
PROP LINE : R's 19.5' CONC
xnxx rg' ('•' yk STAIRS 8">10' VG
SAVE EAVE "1a ftEM NO. 8 -
�:•:..•...::..
k1�o FF EL= P 10' ELECTRICAL
10"EVG .:.. w 419.4' ��° ASEMENT k�
ASPHALT
1 ' " 0 �e DRIVEWAY PERAFN
602170520
:..:.:....:.:..12"EV cn
SET REBAR/CAP tio' -u1 v> ^° APPROX. LOCATION PER
•' '•'•'•'•"• k o
� AT PROP COR ^ a^`^ PAINT MARKS (TYP)
FENCE INTX
0.3'E OF
PROP LINE
Iv 0' .... k..........'p (n
SDMH Q 1419. FENCE COR:oRIM=420.14'
(PARKED ON)
.i� �.................:.'.'.'.'::......'. N SOP LINE kti
/ ...............................
TEL HH a o a ° �... .........'.'.' . R ^.
''s .oP P'� P� po o
4N P
6S
LUM �.......... V
��:
CB (TYPE 2) k� •. �� ;T�L.uGT:� �, �ti' .$q'.2 �',rj�".. E �ir...: •. ": °A'Fs pp
v••: •,.. •':. C„QN SKD ALKS�.'. QF�P'T�4
RIM=419.14' , .. tea,
IE(SE) 12"PVC • a z :l7 •A' �' CURB ma's •414.93 SET REBAR
�416.69' o W �1 o °O FO VLT (10�4.7 PLAT) 6` s AT PROP C
ACCESS
VIALANE STRIPING o
W W 'N W W W W�YV W W W W W
APPROX. LOCATION N' 212TH ST SW
PER RECORDS (TYP) (�� D SD-
ktio (PU C RIGHT OF WAY) k16.6.
SDMH SS S SS S SS SS SS S
RIM=419.93'
LANE STRIPING
IE(N) 8 CMP=416.28 ktio �-G
IE(E) 12"CONC=415.73
IE(S) 12"CONC=416.08' G
IE(NW) 12"GONG=416.31' CB (TYPE 1),�� x ANE
RIM=418.98'
IE(NW) 12"D1=416.4$�
99 SSMH
kk19, RIM=418.93' 1°\
IE(N/E) 8"CONC=
409.43'(C.C.)
CURB ° Ax
k
APPROX. LOCATION PER
PSE MAP NO. Q163070
FENCE COR
ON LINE
FOUND REBAR/CAP
LS# "30581"
ON LINE
FENCE END
1.4'N OF
\PROP,COR
bD
cp
OHPT=455.63
`ii �D
k OHPT=455.69
o�QQOrx
P P P
P-
- P
T .. PP
PP
O
� CB (TYPE 1)
3R P
T�
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I BRIM=413.63'
SQ
0
o IE(S) 8"CONC=411.43'
9S
1
b
RIPING
F
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.A:�.
8 MA �O TEL HH wm
0 SS
TEL SENTR s ° ° n wfal
wM
sl MwV
SSMH
Ad RIM=416.87'
IE(E/SW) 8"PVC=
405.57'(C.C.)
SD N I
SD-SD-
-
t
/7
" $$- - SS
SDMH
RIM=414.45'
E
IE(E) 12"CONC=407.83'
E(S) 8"CONC=408.85'
IE(SW) 8"CONC=408.20'
--
IE(W) 12" CONC=409.15'
6 CB (TYPE 1)
IE(NW) 8"CONC=409.15'
RIM=413.77'
IE(N) 8"CONC=411.62'
IE(W) 12"CONC=411.97'
SDMH
RIM=402.54'
IE(N) 12"D1=394.24'
IE(E) 12"D1=393.00' n
IE(W) 12"D1=396.34'
SD SD - SD - -SD
t N
- SG SS SS SS -SS-Ss SS --�
SSMH SSMH
RIM=411.78' RIM=402.08'
IE(N/E/S/W) 8"CONC- IE(N/W) 8"CONC,
402.15'(C.C.) IE(E)12"CONC=
388.48' (C. C. )
FOUND IRON PIPE W/
PLUG & TACK
0.07'N OF LINE &
0.18'E OF PROP COR
5.5'
FENCE
0. SW OF
PROP COR
FENCE
0.1'W OF
PROP LINE
FENCE
0. VW OF
PROP LINE
FENCE
QUO ��G
0.2E OF
PROP LINE
RECEIVED
Nov 15 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
INDEXING INFORMATION
NW
4
NE a
W a
SE
4
SW 1/4 SW 1/4
SECTION: 20
TOWNSHIP: 27N
RANGE: 04E, W.M.
COUNTY: SNOHOMISH
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JOB NUMBER: 212650
DATE: 01121122
DRAFTED BY: JPH
CHECKED BY: CSP
SCALE: ill = 20'
REVISION HISTORY
SHEET NUMBER
2OF2