1418 9TH AVE N.pdf.. .... 1.,�/.
i
j LEGAL DESCRIPTION (PACE) BOUNDARY LINE ADJUSTMENT: JOB NO. 85-156.00'
JANUARY, 1986
a NAY k
�v
EXISTING "A":
��7
LEGAL DESCRIPTION PARCEL
rg�
r� 1
0%
LOT 1, WALLACE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN
:
4
VOLUME 12 OF PLATS, PAGE 7, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.011
�
'SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.„2rtk3i
EXISTING LEGAL DESCRIPTION PARCEL "B":
4hx2
tz7
THAT PORTION OF TRACT 5, WALLACE TRACTS, ACCORDING TO THE PLAT
�$�{y
THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 7, RECORDS OF SNOHOMISH
nits
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS.{'A
$
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTH70.00 FEET OF THEah�,ti
r
WEST 140.00 FEET OF SAID TRACT 5;
'x ✓
THENCE N.89°48'00"E., ALONG THE NORTH LINE OF SAID SOUTH 70.00 FEET,
Ss"sty h
140.00 FEET TO THE POINT OF BEGINNING
fi
THENCE CONTINUE N.89°48'00"E., 90.00 FEET;
fy
THENCE N.30°36'32"E., 106.90 FEET TO THE NORTHEASTERLY BOUNDARY
OF SAID TRACT;
THENCE ALONG THE BOUNDARY OF SAID TRACT BY THE FOLLOWING COURSES'rz#
AND DISTANCE:
a
14 4SC
'4
S.51°26'00"E., 159.46 FEET, S.00°12'00"E., 30.80 FEET, S.89°48'00"W.,
;ti l
249.08 FEET;
5.00112'00"E., 31.17 FEET, AND S.89°48100"W., 20.00 FEET TO THE
EAST LINE OF SAID WEST 140.00 FEET;
sts4z;,-
THENCE N.00°12'00"W., ALONG SAID LINE 70.00 FEET TO THE POINT OF
F
BEGINNING.
ALSO KNOWN AS PARCEL 2 OF S14ORT PLAT NO. S-22-81 RECORDED DECEMBER 23, 1981.t
UNDER RECORDING NO. 8112230187.}�$a�ts
1
SITUATE IN•THE'COUNTX OF SNOHOMISH, STATE OF WASHINGTON.
"R y,
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
6rA<a
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1 OF 2
1
dt
CITY OF EDMONDS
DN.
i
P. W. OF ENGINEERING
-�86_
EXAMfN£DDATE 2BY
r`
ryr
i
REMARKS
y
•
dtn' rvr�.t
LOT zlme .4l9J4/STMENT M/4,- poke Number
SE 114, SEG 7-/0rV /3 TONiNSN/F- 27 N ?4NFyE
I
SC,44F : r" = /00'
A/ 0°/2'W
W o 1 y6• �+ q 40 {
/V O ° 12, W
ti c'O, /y7 AFTLX k1
OETA/L dETR/c' a 2`° ti
75..32
OF PROPOSED CONVEY9NCE /v O ` /2w
PRRCEL ' B " TO f'RRCEL A " /44 • -T2 I I
SCALE : / " = 20'
20
N07-r.
FOR FURTHER /NFORMAT/ON REFER TO / y a �ry E�Z� O w C I Q
C/Ty OF EDMONOS SHORT RM7S-22-B/
UNDER SNO//OM/SH COUNTY AuD/TORS
J 9 1.17
`N O'/2'W
o ,v ^le w O
Gift OF EDMONDS ,y/y cOR., sourf! 70.00
P.W. DEPT. ENGIPIEERING DIV.
• 5 �;UiL11NED FEET Wc�'ST /40.00
I Z FEET of T+4.9cT S.
t; f _✓ ; t, rdnTc f
1 it
t REDrAR:::
",.�,,,•.,�......'t� 4 c f f(c, lob
/ hcretry certify thot th+:s Got L%ne Adjustment- com+cr/ics with thG mr/ditions
os set 7torth +� the City of EdmOndS LOt 4/i7e Adjustment COdel T't/B 20;75•060
and !s o/oYarovco' this doy cF /9 / sc1b, ec7, to
rcc0+^d+igy w/th the i9udir`o+- 07° Snohom+'sh Govnfy.
pri'ac�br of P/anr7i+79
WEST--f,A V Stf/PVEYO/4S/ /NC./ /�3c�2 Hwy. 99 Sy ,Everee7l, W47 9d'rO4 yt
.�'HONE� 74,.5-/S94 or 355-2776
LEGAL DESCRIPTION (PAGE) BOUNDARY LINE ADJUSTMENT: JOB N0. 85-156.00 * ;
(CONTINUED) JANUARY, 1986
REVISED LEGAL DESCRIPTION PARCEL "A":
LOT 1, WALLACE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 12 OF PLATS, PACE 7 RECORDS OF SNOHOMISH COUNTY WASHINGTON.
TOGETHER WITH THAT PORTION OF TRACT 5, WALLACE TRACTS, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 7, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTH 70.00 FEET OF THE WEST}zRZI'
140.00 FEET OF SAID TRACT 5;
THENCE N 89°48'00"E., ALONG THE NORTH LINE OF SAID SOUTH 70.00 FEET
230.00 FEET;(� ttay
qx3 .'V
THENCE-N.30°36'32"E., 106.90 FEET TO THE NORTHEASTERLY BOUNDARY OF SAID as lY
TRACT ¢ y� w
THENCE S.51°26'00"E., ALONG THE NORTHEASTERLY BOUNDARY OF SAID TRACT f Y
120.98 FEET TO THE TRUE POINT OF BEGINNING; wok
THENCE CONTINUE 5.51°26'00"E., 38.4$ FEET, MORE OR LESS, TO THE EAST
LINE OF SAID TRACT, Itstf
cae
THENCE S.00°12'00"E., 31.17 FEET, MORE OR LESS, TO THE SOUTH LINE OF SAID
TRACT; 1� `
THENCE S..89°48'00"W., 30.00 I'EET; £
THENCE N.00°12'00"W., PARALLEL 14ITH THE EAST LINE OF SAID TRACT a ;qrr jt;
54.$9 FEET, MORE Olt LESS, TO THE TRUE POINT OF BEGINNING. BEING A PORTION i
OF PARCEL 2 OF SHORT PLAT NO. S-22-81, RECORDED DECEMBER 23, 1981 1 > t
UNDER RECORDING NO..8112230187. �2� n
' SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OP RECORD.
REVISED LEGAL DESCRIPTION PARCEL "B": wv
THAT PORTION OF TRACT 5, WALLACE TRACTS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME. 12 OF PLATS, PAGE 7, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS:rrK4 '
COMMENCING AT THE NORTHWEST CORNER OF 19IE SOUTH 70.00 FEET
OF THE WEST 140.00 FEET OF SAID, TRACT 5; a srrrrka ��r
THENCE N.89°48'00"E., ALONG 111E NOR11 LINE OF SAID SOUTH 70.00 FEET, ;
140.00 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING N.89°48'00'F., 90 00 FI,E,r;
THENCE N.30°36'32"E., 106.90 lEET,To THE NORTHEASTERLY BOUNDARY OF SAID t x>I tt
TRACT;
THENCE S.51°26'00"E., ALONG THE, NORTHEASTERLY BOUNDARY OF SAID 'TRACT
120.98 FEET;
THENCE S.00°12'00"E., PARALLEL WTTIl rim, EAST LINE OF SAID TRAC'i
54.89 FEET, MORE Olt LESS, 9'0 111F SOUTH LINE OF SAID ' IAC'r; sg u`4
THENCE S.89°48'00"W., 21.9.08 FEE.1';
THENCE S.00°12'00"E., 31.17 FEET; t
IIIENCE S.89°48'00"W., 20.00 TCI,.T TO THE EAST LINE OF SAID WEST 140.00 a ri a
FEET;;
THENCE N.00°12'00"W., ALONG SAID LINE 70.00 FEET 'Tfl THE POINT OF BEGINNING.
BEING A PORTION OF PARCEL 2 OF SHORT PLAT NO.S -22-81 RECORDED.DECEMBER �
23, 1981 UNDER RECORDING NO. 8112230187. '
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.�6Te
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. r
R. AN
n �r
CITY OF`EDMONDS 2 OF 2 G;.,04 rrs•.• S� p
met
P. W. DEPT. ENGINEERING DIV. iy ry skW
'EXAMINED
BY , DATE S.II,; P j t t J :vr ri as` tij
�M
REMARKS*I�/ ' "'y t CA1�� s 5a1
GLRRK / G�C iV r NT%R
\O �pMpt3B8 WA 98020
�J CITY OF EDMONDS
RECORD OF SHORT SUBDIVISION
" This is to certify that the properties as shown on the attached map (Exhibit "A") and
described as follows:
See Exhibit "B"
0 have been divided under the provisions of the Edmonds Subdivision Ordinance (Sec.12.10)
File No. S-4-86 subject to the following conditions and requirements:
r--4 1. Exhibit "C" Hold Harmless Agreement
0
r'{ NO EXCISE TAX
tL?k RBQU1R1tD
DEC 171986
WE SIf YER3, ' lwSb Cobh f"it ae�r
Oer)
AND CONDITIONS OF THIS SUBDIVISION MUST BE COMPLETED PRIOR TO ISSUANCE
ALL REQUIREMENTS
OF BUILDING PERMITS.
I/we certify that I/we are the legal owner(s) of the property described above. I/we
that in the event
warrant that all representations are true and correct and understand
the and regulations set
of any misrepresentation or failure to comply with conditions
void
-.
forth herein, the City of Edmonds shall have the right to declare the subdivision
and record a statement to that affect in the Grantor -Grantee's Index in the office of
g ,
the Snohomish County Auditor.
F
AUTHORIZED
'
SIGNED:
FOR
f`
RECORDING
s ``
CITY OF EDMONDS
By
Page Z — Of
DATED this day of 9.
STATE OF WASHINGTON ss:
rn
COUNTY OF SNOHOMISH _ )_
ya.,A r)K1,,/
Don G Ch r/s ,0.4A9, (t ' am
On this day personally appeared before me .��
.dDYt� ould -Fa $ "f t QhlCUUP-1y,' to me known to be the individuals described
in and who executed the within and foregoing instrument, and . -that —
;
signed the same as 4� free and voluntary act and deeQ,,' fo"r thg'uses-.and purposes
therein mentioned. 0,' •' %-; ..!/
day of��raJ�!
Given under my hand and official seal this
Notary Public i and forith State of Washin cor.'
L
residing at -! �PAC v'
� 612170 32 3
EXHIBIT A
0
tlj W O,5E 114, 5--C 7-/OA"
U
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tn
u
ScAle: I,,= /001
w
17,
ro
14
IF
40A
,OE7,4 IL
7-IF, 32
'v 01/Z'W
Wcee TO
I k I
20,
0
More:
44
FOR FURTHER Im-aeAt'moN Re'rm TO
07Y Or EVROAPS SHORT PLAT ,S - OR -RI -p
&N,0Z'R SN0,V0Af1SV C04ev7Y 441DIMA'S
,la.5 -'$& 8110230187,
y
al. 17
AUTI -IORIZED
Z—
FOR /V ol•,a TV;—. T
RECORDING
law CITY OF EDMONDS
By
Pape Of
*/e*w
9 7'11 A VE.
IN AW co'e" Soar,
CITY OF EDMONDS 117000
P W. DEPT. ENGImIEERING DIV.
'
WFST,1�0.0�
INED rR.4cr 5.
Vy
4
REMA
J
as ct forth in 7J7e Cl)y of 60'M017dv eo7l Z,,;7e Adjustment Coe,-,
and is o/ooi-ovcd Phis day a{ /9-> suLiJccY' to
recordi:;q with the AclallloI Cyr County. '3;70bo�"'"5
,04'-eCeO� 07' VOL. 2017PA6E2522
/"wv' 99 s> 'rVereyL?5 pt/o -5Weo4
EXHIBIT B
LEGAL DESCRIPTION (PAGE) BOUNDARY LINE ADJUSTMENT:
EXISTING LEGAL DESCRIPTION PARCEL "Alt -
CITY CLERK
CIVIC CENTIER
RDMONOS, WA 98020
JOB NO. 85-156.00
JANUARY, 1986
LOT 1, WALLACE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 12 OF PLATS, PAGE 7, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
EXISTING LEGAL DESCRIPTION PARCEL "B":
THAT PORTION OF TRACT 5, WALLACE TRACTS, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 7, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTH 70.00 FEET OF THE
WEST 140.00 FEET OF SAID TRACT 5;
THENCE N.89048'00"E., ALONG THE NORTH LINE OF SAID SOUTH 70.00 FEET,
140.00 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUE N.89°48'00"E., 90.00 FEET;
THENCE N.30036'32"E., 106.90 FEET TO THE NORTHEASTERLY BOUNDARY
OF SAID TRACT;
THENCE ALONG THE BOUNDARY OF SAID TRACT BY THE FOLLOWING COURSES
AND DISTANCE:
S.51°26'00"E., 159.46 FEET, S.00°12'00"E., 30.80 FEET, S.89°48100"W.,
249.08 FEET;
S.00°12'00"E., 31.17 FEET, AND S.89048100"W., 20.00 FEET TO THE
EAST LINE OF SAID WEST 140.00 FEET;
THENCE N.00°12'00"W., ALONG SAID LINE 70.00 FEET TO THE POINT OF
BEGINNING.
ALSO KNOWN AS PARCEL 2 OF SHORT PLAT NO. S-22-81 RECORDED DECEMBER 23, 1981
UNDER RECORDING NO. 8112230187.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
AI:JTI40RIZED
FOR
RECORDING
CITY OF EDNIONDS
£iy 4h-3- _
Page .,a-- Of
8 612170 32 3
r
I Or 2
O xp
j�
sf
[O
r -i
cm
yo s'
rA
- -.`ITY CLERK
EXHIBIT B � �+
->~
(continued) CIVIC CENTER
EDMONDS, WA 98020
a;
LEGAL DESCRIPTION (PAGE) BOUNDARY LINE ADJUSTMENT: JOB NO. 85-156.00
(CONTINUED) JANUARY, 1986
1
REVISED LEGAL DESCRIPTION PARCEL "A":1
111 ^rs
f
LOT 1, WALLACE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 1.2 OF PLATS, PAGE 7, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
TOGETHER WITH THAT PORTION OF TRACT 5, WALLACE TRACTS, ACCORDING TO
`t"'
II
THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 7, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON, DESCRI13ED AS FOLLOWS:
{ 3;
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTH 70.00 FEET OF THE WEST
I
140.00 FEET OF SAID TRACT 5;?
THENCE N.W48'00"E., ALONG THE NORTH LINE OF SAID SOUTH 70.00 FEET
230.00 FEET;?
THENCE•N:3O°36'32"'E., 106.90 FEET TO THE NORTHEASTERLY BOUNDARY OF SAID
TRACT;
E ,
THENCE S.51°26'00"E., ALONG THE NORTHEASTERLY BOUNDARY OF SAID TRACT
}'
120.98 FEET TO THE 'TRUE POINT OF BEGINNING;
THENCE CONTINUE S.51°26'00"E., 38.48 FEET, MORE OR LESS, TO THE EAST
�t
jr qd
LINE OF SAID TRACT;
THENCE S.00°12'00"E., 31.17 FEET„ MORE OR LESS, TO THE SOUTH LINE OF SAID
TRACT;
't..
THENCE S.89°48'00"W., 30.00.17EET;
THENCE N.00°12'00"1., PARALLEL WITH THE EAST LINE OF SAID TRACT
54.89 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. BEING A PORTION
OF PARCEL 2 OF SHORT PLAT NO. S-22-81, RECORDED DECEMBER 23, 1981
UNDER RECORDING NO. 8112230187.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
REVISED LEGAL DESCRIPTION PARCEL'"B":
1
THAT PORTION OF TRACT 5, WALLACE TRACTS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 12 OF PLATS, PAGE 7, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON, DESCRTBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTH 70.00 FEET
OF THE WEST 140.00 FEET OF SAID TRACT 5;'
THENCE N.89°48'00"E., ALONG THE NOR191 LINE OF SAID SOUTH 70.00 FEET,
140.00 FEET TO THE POINT OF BEGINNLNG;
THENCE CONTINUING N.89°48'00"E., 90.00 FEET;,
k
THENCE N.30°36'32"E., 106.90 FEET TO THE. NORTHEASTERLY BOUNDARY OF SAID
1
TRACT
THENCE S.51°26100""E., ALONG THE. NORTHEASTERLY BOUNDARY OF SAID TRACT
120.98 FEET;
THENCE S.00°12'00"E., PARALLEL. WT.T,i THE EAST LINE OF SAID 'TRACT
54.89 FEET, MORE OR LESS, 'I'D THE, SOUTH LINE OF SAID TRACT;
'THENCE S.89°48'00"W., 219.08 FEET;
THENCE S.00°12`00"E., 31.17 FEK.;
1
THENCE 5.89°48100"14., 20.00 FEET 'I'D THE BAST LINE OF SAID WEST 140.00
ti
FEET;
THENCE N.00°12'00"W., ALONG SAID LINE 70.00 FEET TO THE POINT OF BEGINNING.
I
i
BEING A PORTION OF PARCEL 2 OF SHORT PLAT NO.S-22-81 RECORDED DECEMBER
23, 1981 UNDER RECORDING NO. 8112230187.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
P\� N. AA1
AU TFIORIZED �� 4 .
2OF2
CITY OF EDMONDS
FOR
P: W. DEPT. ENGINEERING DIV. '
RECORDING
EXAMINED CITY OF EDMONDS
DATE 2`�
BY <
..
REMARKS - BY.{.r�2,:t7ly,�t • 't WSJ..
CITY CLF.RK
CIVIC CENTER
EDMONDS, WA 98020
EXHIBIT "C"
Owners, and all persons having ariy present or subsequent
ownership interest in these lands, and the successors and
assigns of owners or other parties having any said interest,
hereby agree that the City of Edmonds shall be held harmless
in all respects from any and all claims for damages for in-
junctive relief which may be occasioned now or in the future
to adjacent land or improvements by reason of the construction,
operation and maintenance of the drainage system and hereby
waive and release the City of Edmonds.from any and all claims,
for damages, excluding damage caused solely by an act or
omission of said City and injunctive relief which the owners,
or their successors or assigns, may themselves have now or in,1
the future by reason of -he construction, maintenance and
operation of WO draini,,,,e system.
SECT/ONFi%�• Number
A3 7101411VSN1,� AP.qlv(:;E
C,4 /r .50
,14MM,el, 1986
.20 20
,VOrE * _0XIS7'INO FEATURES SHOWN dip
rj
go.
PARCEL
;z� 11
/V /2* w 0i
144-50
PARCEL
yousE
-STORY
f"No /Z'W
41-17
70.00
/V o*/O'W
IIVC' -1/fwy.99 .5:,,
/oH0/VE: 74L5-1,594 c,-
k 1
20 ZO
Job Numbers"
OWNER'S NAME
PAC, F, 1`}, A0If) ''i PIU- �aA
TELEPHONE NUMBER
� 7 �e z is1 , -7�� dip
STREET ADDRESS
CITY
S;:E
ZIP
j2.3 3 ut-ymP,c- V1940 Or-
q p rnO PADS
9"ZZ
AGENT'S NAME
TELEPHONE NUMBER
UlESi�.T2N �e.L"e ��,e,5
}
I1VC•
C � �' (S� �'
STREET ADDRESS
CITY
STATE
ZIP
f 3 22Hwy
WA,
I
ADDRESS OF PROPERTY TO BE SUBDIVIDED:
NUMBER OF LOTS
PROPOSED:
AJ-- tDmo,,, s, WA-9 SoZo
2E*%3Ti r.lFa
APPLICANT REQUESTS THAT THE FOLLOWING MODIFICATION OF REQUIREMENTS BE CONSIDERED:
Release/Hold Harmless Agreement
The undersigned applicant, his heirs and assigns, in consideration for the City
processing the application agrees to release, indemnify, defend and hold the City of
Edmonds harmless from any and all damages and/or claims for damages, including
reasonable attorneys' fees, arising from any action or inaction of the City whenever
such action or inaction is based in whole or in part upon false, misleading or
incomplete information furnished by the applicant, his agents or employees.
Permission to Enter Subject Property
The undersigned applicant grants his, her or its permission for public officials and
the staff of the City of Edmonds to enter the subject property for the purpose of
inspection and posting attendant to this application.
Ns
wner's authorization, by notarized
gnature, is required for any i ,
plication submitted by an agent. Signature of Proper Owne or Owner s
Authorized Anent* 1
THIS SECTION IS FOR THE USE OF THE EDMONDS PLANNING DIVISION v
Date% G File #S�T��Fee 5 Receipt #
Zone D ignation Env.Sensitive Area? APO'S
Title'Report Legals Map
Existing Proposed J.,
Env. Assessment Env. Checklist
HEARING DATE -�-�—
(IF REQUIRED)
{
i
,3` ...u.-.rF,.a.. .. ....a. r....,....... ...... .. ono ........ ,.».« ... ,v ...... x..,..r .. .__ . 5 ... _.G t_......t36 _. ..., �.,...—,-.i"�.
F I R S T A M E R I C A N T I T L E I N S U R A N C E C 0 M P A N Y
3019 Colby Avenue
'
Everett, Washington 98201
(206) 258-4104 Toll Free 1-800-532-2110
kk
Title Officer David Seese - Unit 3
To: Page & Associates Order No. 2553
1233 Olympic View Drive
Edmonds, Washington 98020
Boundary Line Adjustment
Dear Sir:
In the matter of the plat submitted for your approval, this Company has
examined the records of the County Auditor and County Clerk ,of Snohomish
County, Washington and from such examination hereby certifies that the
title to the following described land situate in Snohomish County, to
wit.
PARCEL A:
Lot 1, WALLACE TRACTS, according to the plat thereof recorded in Volume
12 of Plats, page 7, records of Snohomish County, Washington.
PARCEL B:
That portion of Tract 5, WALLACE TRACTS, according to the plat thereof
recorded in Volume 12 of Plats, page 7, records of Snohomish County,
Washington, described as follows:
'Commencing at the Northwest corner of the South 70.00 feet of the West
140.00 feet of said Tract 5;
thence North 89 degrees 48 minutes 00 seconds East along the North line
of said South 70.00 feet; 140.00 feet to the point of beginning;
thence continuing North 89 degrees 48 minutes 00 seconds East 90.00
feet;
}
thence North 30 degrees 36 minutes 32 seconds East 106.90 feet to the
Northeasterly boundary of said tract;
thence along the boundary of said tract by the following courses and
distance:
f�<.
South 51 degrees 26 minutes 00 seconds East 159.46 feet, South 0 degrees
12 minutes 00 seconds East 30.80 feet, South 89 degrees 48 minutes 00
seconds West 249.08 feet;
South 0 degrees 12 minutes 00 seconds East 31.17 feet, and South 89
degrees 48 minutes 00 seconds West 20.00 feet to the East line of said
West 140.00 feet;
'
thence North 0 degrees 12 minutes 00 seconds West along said line 70.00
feet to the point of beginning.
(ALSO KNOWN AS Parcel 2 of Short. Plat No. S-22-81 recorded December 23,
(L;
1981 under Recording No. 8112230187:
Situate in the County of Snohomish, State of Washington.
i ..
(Continued . . . . . . Boundary Line Adjustment) Order No. 2553,
Vested in: DAVID B. PAGE and PATRICIA A. PAGE, husband and wife as to
F. VAN DRIEL and CHRISTENA K. VAN DRIEL,"
Parcel A and DONALD
husband and wife
r{ ,
Subject to the exceptions shown herein. No search has been made as to
i
the taxes and assessments.
This Certificate shall.have no force or effect except as a basis for the
Certificate applied for.
1. EASEMENT AND CONDITIONS CONTAINED THEREIN AS CREATED OR DISCLOSED
IN INSTRUMENT:
Recorded: June 6, 1969
Recording No.: 2096919
For: Ingress and egress
Affects: The Westerly portion of subject property
(Affects Parcel B)
2. NED THEREIN AS GRANTED OR RESERVED I.N
EASEMENT AND CONDITIONS CONTAI
INSTRUMENT:
Recorded: December 17, 1969
Recording No.: 2126112
In favor of: Public Utility District No. 1
For: Electric transmission line and related rights,
l'
Affects: A portion of the property herein described
i
(Parcel B)
3. RESERVATIONS AND/OR EXCEPTIONS CONTAINED IN INSTRUMENT:.<.
From: Atlantic Richfield Company
Recorded: May 17, 1977
Recording No.: 7705170059
I
(Affects Parcel A)
4. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
?
t�
Grantor: Donald E. Van Driel and Christena K. Van Driel
{,
Trustee: Pioneer National Title Insurance Company
;l
Beneficiary: Queen City Savings and Loan Association
;Et,
__. Original amount: $258,750.00, plus interest
s
Dated: September 28, 1978
Recorded: October 5, 1978
`
Recording No.: 7810050066
(Affects Parcel A)
5.: Right to make necessary slopes for cuts or fills upon property,
herein described as granted by deed recorded under Recording No.
8101220006.
(Affects Parcel A)
1..
73,
749,
x
(Continued ~`. Boundary Line Adjustment Order No. 2553,
6.
Terms, Covenants, Conditions and Restrictions as contained in Short
Plat No. S-22-81i;p
Recorded: December 23, 1981
Recording No.: 8112230187
Reference is made to said document for full particulars.
rrt`
A copy of which is hereto attached.
K11
+ 1
Said instrument amended by Recording No, 8201260099.
7.
Easement as provided for and/or delineated on said Short Plat
For: Utilities
Affects: The South 10 feet of Parcel B
8.' ''Easement
.
as provided for and/or delineated on said Short Plat
1
For: Ingress, egress and utilities
Affects: The West 30 feet of Parcel B
9.
EASEMENT AND CONDITIONS CONTAINED THEREIN AS GRANTED OR RESERVED IN.
INSTRUMENT:
Recorded: April 15, 1983
Recording No.: `8304150237
In favor of: General Telephone Company of the Northwest, Inc.
4
For: Right of way
I
Affects: Parcel A
10.
EASEMENT AND CONDITIONS CONTAINED THEREIN AS CREATED OR DISCLOSED
'
IN INSTRUMENT:
Recorded: August 26, 1983
I
1#
Recording No.: 8308260067
;�,...
For: Joint sewer, storm and utilities easement
Affects: Parcel B
11.
DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF;.,
Grantor: David B. Page and Patricia A. Page,husband and wife
Trustee: First American Title Insurance Company
tr
Beneficiary: Donald E. Van Driel and Christena K. Van Driel,
husband and wife
Address: P.O. Box 777, Edmonds, Washington 98020 -
Er
Loan No,: N/A
Original amount:. $226,925.55, plus interest
Dated: December 31, 1984.
Recorded: December 31, 1984
Recording No.: 8412318370
(Affects Parcel A)
}
f`
i
�
+_� m.. uu. a.t• s=e .^h :• a ,�., ,1.. �.. ,. ..e. wxuv..w� _ _ ..,__.,...�
(Continued . . . . . . . .Schedule B - Part) T.,) Order No. 2553
A�
12. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
$,
Grantor: Donald E. Van.Driel and Christena K. Van Driel, husbands
and wife
Trustee: Rainier National Bank
Beneficiary: Great Northwest Federal Savings and Loan Association,
a corporation
Address: P.O. Box 319, Bremerton, WA 98310
Loan No.: NIA
Original amount: $150,000.00, plus interest
Dated: January 31, 1985
Recorded: February 14, 1985
Recording No.: 8502140273
'
(Affect's Parcel B)
13. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
Grantor: David B. Page and Patricia A. Page, husband and wife
Trustee: Ticor Title Insurance Company
Beneficiary: Rainier National Bank
Address: 306 Main Street, Edmonds, Washington 98020
Loan No.: N/A
Original amount: $40,000.00, plus interest
Dated: April 22, 1985
Recorded: May 6, 1985
Recording No.: 8505060051
(Affects Parcel A)
Records examined to: December 102 1985 at 7:30 a.m.
CHARGE: $100.00
TAX: $ 7.80
AVI M. SEE , T ICER
i
'"f s
CITY OF EDMC,"—'S PROJECT N PACE/Vary DRZEL L.L.A.
x
ENVIRON,"+ENTAL ASSESSMENT DATE SUB.IITTED.TANUARY 1986 �
,r..
The information on this form will be used to determine the effect of your action upon the
environment of the City of Edmonds. Please answer each question as thoroughly as possible. -`
1. LAG;D���
37,706 sq. ft. + Alderwood
Area 0.86 Ac. + Y (see attached)
Soils Type Limitations -
Description
of topography
-(� slope)
NOTE: If grading or filling will
Grading: Estimated cubic yards' N/A exceed 500 cubic yards a grading
and filling plan must be sub- ;
Filling: Estimated cubic yards NSA mitted with the application.
Estimated area to be paved (including buildings;) NIA Existing
Estimated area in open space (pervious surface). N/A Existing?
2. VIATEI,
Strea- - Estimated flow (cubic feet per second) NIA
k111 stream be altered? N/A If yes, to what degree? N/A
Other water bodies? N/A
Im-,act on storm drainage o Method of handling runoff N/A
N/A
Adjacent to _shorelines zone? NIA Within 200 feet of
3. V7GET;T1E
Type and approximate number of trees <'
All trees to �e•
Minir:um dianey-er of trees to remain 0
remain of trees to be removed
Ground cover Existing 0% to be removed
Proposed landscaping, if any-, NIA }
Y
4.
EXISTING LAND USE WITHIN 300 FEET RADIUS
i
OF PROPOSED DEVELOPMENT:
Single
Multi -
Vacant Family
Family Commercial Other
North x
South
school
East
x
West
x
5.
CIRCULATIO;1
Estimated increase in auto trips daily
Availability of public transportation
yes along 524
6.
AREA OF IMPACT
Neighborhood none City-wide one
Regional none
7.
EFFECT ON AIR QUALITY none
----4I .
S.
CHANGES IN NOISE GENERATION none
11/78}
;
'f
WASHINGTON STATE DEPARTMENT OF NATURA�Sa
............. .
�E R
WASHINGTON E
DEPARTMENT 017��J SNOHOMISH COUNIff I-- WASHINGTON STATE UNIVERSITY -"RICULTui
UI.,S._ kGRICULWfkF_, AFt
f7
SOIL C ION
CONVENTIONAL AND SPECIAL
SOIL LEGEND SYMBOLS LEGEND
IiG L
FOR
NAME L FEATURES SPECIAL SYMBOLS
CULTURAL SOIL SURVEY
MISCELLANEOUS CULTURAL FEATURES
SOIL DELINEATIONS AND SYMBOLS
I Aldenvocid qlavally sandy loam. 2 to 8 Percent 9tolairs BOUNDARIES
2 Aid.—audgravally --dY:... 8 to Ispar um"Itio.. ESCARPMENTS
lueseily Sandy loam, 16 So 25 dament A -Pas 1 National, state or province Farmstead. house
3 Al&,,,..d
4 Alderwood-Evereirt gravelly unity loam, 25 to 70 Parcrit"Jobies (omit in urban areas)
5_ Althninood-Urban land complex, 2 to 8 Plucent.10stas County or Parish Church Bedrock (points down Slope)
6 AlderwoodUrbam land Complex. 8 to 15 Percent Studies
Other n bedrock
7 Bellingham SHTY Clay Inam Minor civil division School "imllimw.
Bellingham Variant mucky Silty Clay loam India (points slope)
Cad— 1.., 3 1. 15 Percent I-P- Mmm� I SHORT STEEP SLOPE
10 Cash —loam, 15 In 25 Percent Saudis Reservation (national forest Or Park. Indian mound (label)
Tower
Cathcart room, 25 to 50 Part— IIOP� C,
I I State haest.r P.1k. 7
Crycitiamu., ready 1-1 GULLY
and large airport) Located object (label)
13 Carter fine sandy Inium Iews
14 Ei:::: Silt Inert, 3 to 30 Pit— afoot, Tank (label) DEPRESSION OR SINK 0
Is Ej .01:0umcomptex,16t.30pericannsloria, Land grant 0
16 ElvndrOl um,,pt.k...mpo.rnpIex. 30 to 60 percent slopes SOIL SAMPLE SITE
17 Everett frievellY Sandy lOwni 0 to 8 Percent "Olms Limit Of it survey (label) wells. oil or gas (normally not show.)
I$ Everett gravelly Sandy srani, 8 In 15 percent slopes MISCELLANEOUS
19 Everett gravelly Sandy loom, 15 to 25 Percent slopes Field Sheaf matchline & neellima Windmill
20 Fluvanuen's, tidal
21 GetchNl silt 1.., 3m 30 Percent slopes Kitchen midden Blowout
tch AD HOC BOUNDARY (label)
22 Ge d_Om.rnpI-.ISro3Ope.e.t�Iui ------
23 11. A, -Ina' , Clay spot
24 Gretrwalar loamy -no Small airport airfield. park. riffield, -------
25 Hannit.porchuti-Rock outcrop complex, 65 to 90 percent slopes cemetery, or flood Pool __el Gravelly Spot Z.
26 fruS.-I. loamy Send. 15 to 25 Percent slopesSTATE COORDINATE TICK ------
27 Kitson Si:;:-- 0 to 8 pi,rcen, Strip.
29 Kinarpli ,8,.2SpmMp. Gumbo, stick or scabby spot (vadic)
29 Kidad silt loam. 25 to 50 percent slopes LANDDIVISION CORNERS L _L + -TJ-
30 Lynnwood loamy Send, 0 to 3 percent sloce, (sections and land fil Dumps and other similar
31 LVrinvood-Nargar complex. 65 to 90 Percent slurin WATER FEATURES non Suit areas
32 Me Kenna gravelly sit' loam, 0 to 8 Pencrit ';I-P" ROADS
33 Mantel silt loam. 0 to 3 percen, flodts DRAINAGE Prominent hill or peak
34 M.U.. muck Divided(Il Shown
35 N qla, fire sandy 1.... 0 to is percent Slopes it Scale permits) Rock P
36 N:19ar Fine sandy loam, IS 11130 Pa—nt 1100es Other 'cads Perennial, double line (includes sandstone and Shale)
37 NaqLynd complex. 30 10 65 Saline Spot
,=m 11.01
3B N.q,.rV.,i.ndyI.ni .30pa Icmes Trail — — — — — Perennial, single line
39 Norm. I.-
40 Norma Variant loam Intermittent Sandy $out
41 OarryT-k.I.Rock,nntra complex, 651.90Pircers'l-Pes ROAD EMBLEMS & DESIGNATIONS
42 Olamourugravelly loam, 3to j5percent slope: Severely eroded spot
43 O`mrm,urEIweII,R-k ..,crop complex, 65 to go percent Slope, Interstate T Drainage and
44 0—Peat psliate)
45 0 . Icam, 3 to IS Pa.— dome, Canals or ditches Slide Or Slip (UPS Point
46 0' 9=—it"ZI-Rock outcrop Imnae-, 65 to 90 pii—rit dopas Federal
47 Peiksilt 1"am O.8percemV.P. Stony spot, very stony spot
48 Pat ik,i t;. m: Or. 25 Percent do", State Double -line (label)
49 Pz%ik tilt t :m, 25 to 50 Percent II-OSS
50 Pilchuck loamy d c ... ry. farm or ranch Drainage and/or irrigation
51 Pits
52 P.'h.b 'it, loam. 3 to 30 P.—tir 'InPal LAKES. PONDS AND RESERVOIRS
53 P..hut,4.1.ir --Plii-, 15 to 30 PS-1-1 'lop' RAILROAD
54 pomhub-Hatmit-Rock .p rmla-, 30 to 65 Percent slopes
55 P.Itelully OSY to.- POWER TRANSMISSION LINE Perennial
55 Puy1tup fine candy, loam (normally not shown)
57 R.9n.tl fine sandy:—: 0 to percent 'lop. PIPELINE 7 Intermittent
58 Rnnar fine sandy am 81015percent stop"
59 Rh,—uh (normally not shown) .. . . . ..
60 RobIrsift loam, 0 10 15 MISCELLANEOUS WATER FEATURES
Percent Slop" FENCE
61 Rcibersilt imm. 15 to 30 P.,cart'l.p. (normally not shown) Marsh or Swamp 'aa
62 Robot silt loam, 30 to 65 P-mart slopes LEVEES
• 63 Skylornish gravelly furor. 0 10 30 Pericarl Slop-
64 Snohomish silt Iom, Without road Spring
65 Suluniar gravelly loam, a to 8 percent Slop"
66 S. tan,lt Idarn Well. artesian
67 sultan variant silt to— With road ...........
68 Suman silt loam
69 T.rd. Mdirem' u., needy 1-1 With railroad Well. irrigation
70 Toku lilt loam, 2 to 8 pt"otntopas
71 Toku� tilt loam, 8 to 15 Percent stop" Wet spot
72 Trout Sternly Imarn. 0 to a paucimt 11.0 DAMS
73 Tokui
m, le)
5 Percent slopes
74 T.k. "z." Iloam, 8 ti.,., �� percent
--- Large (to
75 TolojiWipaty-Rock Outcrop crurdi 0 to 25 Pencam dopes
76 Totmtogiury-flock outcrop complex, 25 to 65 cement slopes Medium of small
77Tok.I.W...n gravdly looms. 25 to 65 Percent Slop -
Urban land
79 vsdotmucky 3 iftloam.3rd2spercin't'lp. ! PITS
so Winston gravelly loam, O'd3pacer slopes
W Whu_g_jjyI—,3to30pe—t.IOPSa j Gravel Pit
f 82 xerorthents. marty, 11
Mine or quarry
Soil survey
I Snohomish County Area, Washington
those on south- and southwest -facing slopes. When
openings are made in the canopy, invading brushy
plants, if not controlled, can delay the establishment of
seedlings. Because the rooting depth is restricted by a
cemented pan in the Alderwood soil, trees are subject to
windthrow.
The main limitations of the Alderwood soil for septic
tank absorption fields and homesites are steepness of
slope and a seasonal perched water table. Effluent from
absorption fields flows laterally above the pan and can
seep at the bottom of slopes. Drainage is needed if
buildings with basements and crawl spaces are
constructed. This soil sloughs readily when saturated.
The main limitations of the Everett soil for septic tank
absorption fields are steepness of slope and seepage. If
the density of housing is moderate to high, community
sewage systems are needed to prevent contamination of
water supplies as a result of seepage from onsite
sewage disposal systems. Road cuts tend to slough
readily.
To protect the soils in this unit from erosion during
construction, disturbed areas need to be seeded and
runoff should be controlled.
This map unit is in capability subclass Vlle.
5---Alderwood-Urban land complex, 2 to 8 percent
slopes. This map unit is on till plains. Areas are irregular
in shape and are 140 to 1,000 acres in size. The native
vegetation is mainly conifers. Elevation is 50 to 550 feet.
The average annual precipitation is about 40 inches, the
average annual air temperature is about 50 degrees F,
and the average frost -free season is 170 to 190 days.
This unit is about 60 percent Alderwood gravelly sandy
loam and about 25 percent Urban land. The components
of this unit are so intricately intermingled that it was not
practical to map them separately at the scale used.
Included in this unit are small areas of McKenna and
Norma soils and Terric Medisaprists in depressional
areas and drainageways on plains. Also included are
small areas of soils that are very shallow over a
hardpan; small areas of Everett, Indianola, and Ragnar
soils on terraces and outwash plains; and soils that have
a stony and bouldery surface layer. Included areas make
up about 15 percent of the total acreage.
The Alderwood soil is moderately deep over a hardpan
and is moderately well drained. It formed in glacial till.
Typically, the surface layer is very dark grayish brown
gravelly sandy loam about 7 inches thick. The upper part
of the subsoil is dark yellowish brown and dark brown
very gravelly sandy loam about 23 inches thick. The
lower part is olive brown very gravelly sandy loam about
5 inches thick. A weakly cemented hardpan is at a depth
of about 35 inches. Depth to the hardpan ranges from
20 to 40 inches.
Permeability of the Alderwood soil is moderately rapid
above the hardpan and very slow through it. Available
water capacity is low. Effective rooting depth is 20 to 40
inches. Runoff is slow, and the hazard of water erosion
is slight. A seasonal perched water table is at a depth of
18 to 36 inches from January to March.
Urban land is areas that are covered by streets,
buildings, parking lots, and other structures that obscure
or alter the soils so that identification is not possible.
The Alderwood soil in this unit is used mainly for
parks, building sites, lawns, gardens, and woodland.
'The main limitations of the Alderwood soil for
homesites and septic tank absorption fields are the
depth to the hardpan and the seasonal perched water
table. Onsite waste disposal systems often fail or do not
function properly during periods of high rainfall. Drainage
is needed if buildings with basements and crawl spaces
are constructed. Topsoil needs to be stockpiled during
site preparation and subsequently used to cover the
exposed material. Additions of fertilizer and peat are
desirable prior to seeding grass for lawns.
This map unit is in capability subclass IVe.
6—Alderwood-Urban land complex, 8 to 15 percent
slopes. This map unit is on till plains. Areas are irregular
in shape an'd are 25 to 100 acres in size. The native
vegetation is mainly conifers and hardwoods. Elevation is
50 to 550 feet. The average annual precipitation is about
40 inches, the average annual air temperature is about
50 degrees F, and the average frost -free season is 170
to 190 days.
This unit is about 60 percent Alderwood gravelly sandy
loam and about 25 percent Urban land. The components
of this unit are so intricately intermingled that it was not
practical to map them separately at the scale used.
Included in this unit are small areas of Everett and
Indianola soils on terraces and outwash plains, Kitsap
soils on terraces and terrace escarpments, and Ragnar
soils on outwash plains. Included areas make up about
15 percent of the total acreage.
The Alderwood soil is moderately deep and
moderately well drained. It formed in glacial till. Typically,
the surface layer is very dark grayish brown gravelly
sandy loam about 7 inches thick. The upper part of the
subsoil is dark yellowish brown and dark brown very
gravelly sandy loam about 23 inches thick. The lower
part is olive brown very gravelly sandy loam about 5
inches thick. A weakly cemented hardpan is at a depth
of about 35 inches. Depth to the hardpan ranges from
20 to 40 inches.
Permeability of the Alderwood soil is moderately rapid
above the hardpan and very slow through it. Available
water capacity is low. Effective rooting depth is 20 to 40
inches. Runoff is slow, and the hazard of water erosion
is slight. A seasonal perched water table is at a depth of
18 to 36 inches from January to March.
Urban land consists of areas that are covered by
streets, buildings, parking lots, and other structures that
obscure or alter the soils so that identification is not
possible.
The Alderwood soil in this unit is used mainly for
parks, building sites, lawns, and woodland.
x
290W0i It
(loins sheet �,!)
T. 27 W.
IMMI FFFt
Ibis sod survey map was compiled by the U.S. Depart —I of Ariicull—, Soil Con, a ... iton S-1Ce, and ca P—ling Stand#$.
Base maps ate wlhophototraphe Drep—d by the State of W$ehrnttpa, pepertment of Nalural Resources Iran 1973 AM 1914 men#[ ptrotogtaphy.
Coordinate grid ticks and land division comets, it shown. 410 SDDroaimataly Dositionad.
C I T Y 0 F E
D M 0 11 D S
Engineering Requirements for Plats and
Subdivisions
NAriEs
FILE NO.
HEARING DATE:
REO D
REQID
PRIOR TO
W/BLDG. BOND
VICINITY:
RECORDING
PER14IT POSTED
COMPLETED
1. Right-6f-Way
2. Paving and Curbs in Public 2.
right-of-way:
3 0,r
3. Turn Around: 3.
4. sidewalk & Planting Strip:4.
IXTIt1C
5. Access Easements: 5.
6. Water,Mains: Connection To City 6.
required.
7. Fire Hydrants: (Per Fire Code) 7.
x
8'. 'Sewers or Septic Tanks: 8.
9. Drainage:
a. Submit for approval plans and 9.
install public storm facilities.
b. Submit and obtain approval
of site drainage plan per Ord. 1924
.
.
.........
Ile
10. Utility Easements and Access 10.
thereto:
Jj
11. Underground Wiring: To be provided
in accordance with Ordinance 71387
Street Lighting shall also be pro-
vided with the necessary streetlight
standarg and underground wiring con-
nection.
Page'Two-
ENGINEERING REQUIREMENTS FOR PLATS
r = SUBDIVISIONS
,2. Excavation and Grading: Exca- 12.
vation and Grading shall conform
to the requirements outlined in
Chapter 70 of the Uniform Building
Code.
REWD EQ'D
PRIOR TO W/BLDG. BOND
RECORDING PERMIT POSTED COMPLETED
X
13. Public 13.
AlkAle- :D
14. Monuments (Per Section 20. 75. 135
14.
15. As-Builts: 15.
16. 2.2% Inspection fee 16.
ADDITIONAL REQUIREMENTS & COM24ENTS:
a. Approved legals for each lot a X
required
b. Approved Plat required showing b.
lots, easements, section, town- X
ship & range, etc.
c . c .
d . d .
e. e.
CITY ENGINEER Of EDt DATE
ENGINEERING DIVISION
The Engineering requirements hav been completed and the subdivision
can be recorded.
Authorized for recording by: Date: SIS' /(��
zor zl*c 4,o,1as7-1Ke-1vr m,4p qqe Number
13 '3'ff jj
SCALE : f " = /00'
1-9,9-5
m
/v 0(1/z,w
'Ale.54 - /895 flxl
/v 0 0 12, W
AOE 7A' 14
OF PROPOSED 00NVSy4NC6
MRcez "B" 70 '-4'fcz'z '%4
Or
01
Sz
FaR c&Rr114R N110RAlwrlow REA-IR TO
CITY OF 6,9*0*05 S!YORT PLAT -22 -Jo/ *lz
/a, w
No-12'w
U4
40
S Thl AVE.
CITY OF EDMONDS 000l
. NW Cole., 50417117
P DIV
W. DEPT. ENGINEERING DIV
Aeer, WEST 140.00
A'111NED '5
-,-er OF -rRlc;
DATE
7 BY
R EMAR!,C
11 Z-e�pf cc
L/oh lva,7bel-
Ah,:s /-,,- //;7e Aqj'f1sl'n7en74 COmoIICI!r W17! 7'1,1--
7W Cl')yl OY' e&m017CIS 40;" 1-1;?e Adjustment Code, 7-,','-/e 00-75-060
7'7d
""Wy 99 -S." Eve/ e ell' Yoh 9ti9�''L74
94 o, 35-7-0776
kT2s
i sw
LEGAL DESCRIPTION (PAGE) BOUNDARY LINE ADJUSTMENT: JOB NO. 85-156.00 t ,'
JANUARY, 1986
EXISTING LEGAL DESCRIPTION PARCEL "A": °
LOT 1, WALLACE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN q� �
VOLUME 12 OF PLATS, PAGE 7, RECORDS OF SNOHOMISH COUNTY, WASHINGTON:
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
EXISTING LEGAL DESCRIPTION PARCEL "B":
THAT PORTION OF TRACT 5, WALLACE TRACTS, ACCORDING TO THE PLATS
THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 7 RECORDS OF SNOHOMISH
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTH 70.00 FEET OF THE
WEST 140.00 FEET OF SAID TRACT 5;.�&r
THENCE N.89°48100"E., ALONG THE NORTH LINE OF SAID SOUTH 70.00 FEET,"
140.00 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUE N.89°48'00"E., 90.00 FEET;i�ya
THENCE N.30°36'32"E., 106.90 FEET TO THE NORTHEASTERLY BOUNDARY
t OF SAID TRACT;
THENCE ALONG THE BOUNDARY OF SAID TRACT BY THE FOLLOWING COURSES
S -
' AND DISTANCE:
S.51°26'00"E., 159.46 FEET, S.00°12100"E., 30.80 FEET,.S.89°48'00"W., itF'
249.08 FEET;
S.00°12'00"E., 31.17 FEET, AND S.89°48'00"W., 20.00 FEET TO THE
EAST LINE OF SAID WEST 140.00 FEET;
THENCE N.00°12'00"W., ALONG SAID.LINE 70.00 FEET TO THE POINT OF
BEGINNING:�p°
i� "N' i
ALSO KNOWN AS PARCEL 2 OF SHORT PLAT NO. S-22-81 RECORDED DECEMBER 23, 1981
UNDER RECORDING N0. 8112230187,
y SITUATE IN•THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.F,,&�It4A
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.#tsla,y�a
224
I'� k ck
4F
3�y "
}i#ff,
F
1s�'it:
1 OF 2 Y' rri�i r
CITY OF EDMONDS
P. W. DEPT. ENGINEERING DIV•
EXABY EDDATE 7 }}S
�s
pi
LEGAL DESCRIPTION (PACE) BOUNDARY LINE ADJUSTMENT:' JOB N0:'85-156.00
(CONTINUED} JANUARY, 1986
s,
�7£
REVISED LEGAL DESCRIPTION PARCEL "A"
LOT 1, WALLACE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN,
VOLUME 12 OF PLATS, PAGE 7, RECORDS OF SNOHOMISH COUNTY, . WASHINGTONstir
TOGETHER WITH THAT PORTION OF Tlb\C'1' 5, WALLACE TRACTS, ACCORDING TO p?
TIIE PLAT "THEREOF RECORDED IN VOLUME 1.2 OF PLA'CS, PAGE 7, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON, DES CRTB1iD AS FOLLOWS: p
COMMENCING AT THE NORIII14EST CORNER OF THE SOUTH 70.00 FEET OF THE WEST
140.00 FEET OF SAID TRACT 5; + s *'7
THENCE N.89°48100"E., ALONG THE NORTH LINE OF SAID SOUTH 70.00 FEETv
230.00 FEET;
TIlENCE N:30°36'`321'E., I.06.90 FEET TO THE NORTHEASTERLY BOUNDARY OF SAIDT?M4
TRACT; Nt12r
THENCE S.51°26'00"E., ALONG THE NORTHEASTERLY BOUNDARY or SAID TRACT
120.48.FEET TO THE TRUE POINT OF BEGINNING; 2'7t
THENCE CONTINUE S.51026100"E., 38.48 FEET, MORE,OR LESS, TO THE EAST
LINE OF SAID TRACT;
TIIENCE S.00°12'00"E., 31.17 FEET, MORE OR LESS 9'0 THE SOUTH LINE OF SAID `s dim
TRACT;
111rNCG S.89°48'00"W., 30.00 FELT;
THENCE N.00°12'00"W., PARALLEL WITH TTIE EAST LINE OF SAID TRACT k.pxt
54.89 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. BEING A PORTIONcxk
OF PARCEL 2 OF SHORT PLAT NO. S-22-81, RECORDED DECEMBER 23 1981
UNDER RECOR➢ING NO. 8112230187.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
1j i"& ". i
I tyi�n`s
REVISED LEGAL DESCRIPTION PARCEL "B":
THAT PORTION OF TRACT 5, WALLACE TRACTS, ACCORDING :TO THE PLAT THEREOF
RECORDED IN VOLUME 12 OF PLATS, PAGE 7, RECORDS OF SNOIIOMISH COUNTY,°y rn
WASHINGTON, DESCRIBED AS FOLLOWS:
r
COMMENCING AT THE NORTHWEST CORNER OF IItE SOUTH 70.00 FEET
OF THE WEST 140.00 FEET OF SATI) TRACT 5; 1 at
THENCE N.89°48'00"r., ALONG 'Hir NORTH "LINE OF SAID SOUTH 70:00 FEET
140.00 FEET To THE POINT OF BEG7'NNINC; r. "Ji1F
THENCE CONTINUING N.89°48'00"E., 90.00 FEET; Z
THENCE N.30°36'32"E., 106.90 FEET 10 THE.NORTHEASTERLY BOUNDARY Or SAID .
+s't
TRACT; t! w sK
THENCE S.51°26'00"E., ALONG THE NOR1711:ASTERLY BOUNDARY OF SAID TRACT
120.98 FEET;
THENCE S.00°12'00"E., PARALLEL WITH THE FAST LINI; OF SAID 'TRACT
54.89, FEET, MORE OR LESS, to THE SOU'1.11 LINE OF SATD TRACT;J �i rtat
THENCE•. S.89°48100"W., 219.08
THENCE S.oO°lz'oa"E., 31.17 FEET; �'�+kl IAzrrc
,. OF SAI) WEST 140.00IIIENCLS.89°48'00"W., 20.00 FERT To Tin, EASTLINE
FEET:tk11 tin
THENCE N.00°12'00"W., ALONG SAID LINE 70.00 FEET TO THE POINT OF BEGINNING.
BEING A PORTION OF PARCEL 2 OF SHORT PLAT NO. S —22-81 RECORDED DECEMBER u
23, 1981 UNDER RECORDING NO. 8112230187.rDlliJ
SQs4IrE"
SITUATE IN THE COUNTY OF SNOHOMISH, SPATE OF WA5HINGTON.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
IV
e� ip i yt�
CITY OF 'EDMOtVDS 2 OF 2
3
W. DEPT. ENGINEERING DIV.
� ��
iAMINED
BY yr—DATE 2-47,%
;MARI(*�
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