630 7TH AVE NIIIIIIIIIIIIII
14742
630 7TH AVE N
STREff ADDRESS FILE
CITY OF EDMONDS
LAURA M. HALL
I f CIVIC CENTER - EDMONDS, WA 98020 - (206) 775-2525 MAYOR
9 0-- 19
December 19,1995
Rev. Jarlath M. Heneghan
Holy Rosary Parish
P.O. Box 206
Edmonds, WA 98020
Dear Rev.. Heneghan:
I have reviewed your account and will allow a credit in accordance with our City policy.
The policy states that the customer will be billed at the retail rate based upon the average
water consumption for the same period during the previous year. In addition, the excess
water lost from the leak will be billed to customer at the City's wholesale rate with a 15%
surcharge added for administrative cost. Only one leak credit will be granted in any three
year period.
Should you have any additional questions after you receive your new billing, please
contact Ilene. Larson, Utility Billing Clerk, at 771-024-1.
Sincerely,
Ron Holland
Water/Sewer Supervisor
RH/lk
cc: Ilene Larson
Utility Billing Clerk
word ata\waterk red 495\4 603 200
0 Incorpoi-ated ALIgLlSt 11, 1890
Sister Cities International — Hekinan, Japan
HOLY ROSARY PARISH
Post Office Box 206
Edmonds, Washington 98020
(206)778-3122
City of Edmonds Water Department
P.O. Box 2008
Edmonds, WA. 98020-9508
Dear Sirs;:.
I have enclosed a check for $200.00 towards
our water bill. As your records will show
we had a water line break in June/July. it
took some time to locate the leak. As soon
as the leak was located we were able to turn
off that line and return to our normal monthly
bill. It appears from looking back at our
records that our usual bill is around $100.00
a month. In the past you have been good
enough to reduce our bill when a water line
has broken and we ask that you once again
make this consideration. We believe we have
now replaced most of 6ur lines and hopefully
this won't happen again. We will be waiting
to hear from you.
Sincerely,
Rev. a lath M. Henegha�)
Pasto
Computer ID # V FILE R L �,*.L i V E j)
APR 2 9 1991
BACKIFLOW PREVENTION ASSEMBLY
TEST REPORT PUBUC WORKS
RETURN NO LATER THAN
NAME OF PREMISES -110X Y- --o rioS Ae\l —�W'CWWTACT PERSON
SERVICE ADDRESS(f�0����
LOCATION OF ASSEMB I A/10, CO�W" )::�eO
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ASSEMBLY 49C'�' A
MANUFACfURER MODEL SIZE S -F.R! A L N L).
LINE PRESSURE AT TIME OF TEST LBS. TYPE OF ASSEMBLY Z2,
Reduced Pressure Assemblies
Pressure Vacuum
ireaker
Relief
Double Check Assemblies
Air Inlet
Check valve
1st Check
F
2nd Check
Opened at
psid
psid
Valve
Initial
DC -closed light
Closed t,glt
Ope'ned at
Did not open
Leaked D
Test
Leaked
RP- _ psid
psid
Leaked
Re Dairs
and
I Matena!s
Used
Test After
DC -closed tight D
Closed light
Opened at
Opened at
Repair
RP- psid
psid
psid
I
psid
AIR GAP LWSEPCTION
REMARKS:
THE ABOVE REPORT IS CERTIFIED
INITIAL TEST PERFORMED BY;9
REPAIRED BY
FINAL TEST PERFORMED BY
red minimum air gap separation
4-20-9 � ,r/-
.. Yes �D No :D
/7"/
CERT. NO. DATE
DATE
CERT. NO. DATE
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FILE
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CITY OF EDMONDS -- PUBLIC WORKS DEPARTMENT
BACKFLOW DEVICE TEST REPORT
AME OF
PREMISES
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ADDRESS
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Manufacturer
Model Size'
INE PRESSURE
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LBS.
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Serial' No.
CHECK VALVE.NO.
1
CHECK VALVE NO.
2
DIFFERENTIAL PRESSURE RELIE F VALVE
NITIAL
1. LEAKED
0
1. LEAKED
0
1. OPENED AT LBS.
TEST
2. CLOSED TIGHT
2. CLOSED TIGHT
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REDUCED PRESSURE
.
2.* DID NOT OPEN
0
CLEANED
0
CLEANED
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CLEANED
REPLACED:
REPLACED:
REPLACED:
DISC -------------
12
DISC -------------
0
DISC.UPPER ----------------------
F-1
R
SPRING -----------
0
SPRING -----------
0
DISC. LOWER -----------------
0
E
GUIDE ------------
0
GUIDE --------
0
SPRING ------------- -------------
0
P
PIN RETAINER -----
0
PIN RETAINER -----
0
DIAPHRAGM, LARGE
A
HINGE PIN --------
13
HINGE -PIN --------
0
UPPER -------------------------
0
1
SEAT --------------
E3
SEAT -------------
C3
LOWER ----- -------------------
0
R
DIAPHRAGM --------
0
DIAPHRAGM — -------
C1
DIAPHRAGM, SMALL
S
OTHER, DESCRIBE --
0
OTHER, DESCRIBE --0
UPPER -------------------------
0
LOWER ---------------
0
SPACER, LOWER
OTHER, DESCRIBE
INAL
OPENED AT LBS.
EST
CLOSED TIGHT -----
El
CLOSW TIGHT -----
0
REDUCED PRESSURE
�MARKS:Ar_�_ �5-229-)o I411AL
E ABOVE REPORT IS CERTIF�ED
TO BE RU
ITIAL TEST PERFORMED BY AKbip OF M19,e)A DATE 5—
.D,W- D B Y DATE
NAL TEST PERFORMED BY OF DATE
1 /7-Q
C I T-Y OF E-01-10110S - 'Pullf. I C WUR111b. u t 11 A R. I t 14 1
BACKFL-OW DEVICL ;EST REPORT
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11AIIE OF PREMISES KnIs/ Kdsat,/ LatIS'll
SERVICE ADDRESS —i�- 3e9
LOCATION OF DEVICE ire). p�,- j i e !��rnjtAjet- ic-L-2
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DEVICE:
Manufacturer
kINE PRESSURE AT TIME OF TEST____.._,_._.
no
PRESSURE DROP AC SS FIRST PILCI, VALsL
sQj- -2-" 24, 1 �azl -
Model Size Seri 10.
BS.
LOS.
CIIECK VALVE HO. I CIIECK VALVE 110. 2 DIFFERLN'TIAL PRESSURE RELIEF VALVE
111ITIAL 1. LEAKED 0 1. LEAKED 0 1. OPENED AT LBS.
JEST REDUC-11) PRESSURE
2.. CLOSED T,'1G11T 2. CLOSED TIGHT. -% C;
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CLEAIIED
0 CLEAHED 0 CLEMEO EJ
REPLACED:
DISC -------------
0
SPRI14IG 0
61JIDE
0
PIN RETAINER -----
III
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173
SEAT ---------------
0
DIAPHRAG11 --------
b
OTHER, DESCRIBE --
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CLOSED TIGIIT----- 0
REMARKS:
REPLACED:
nisc ------------- 0
SITING � ----------- 0
r'UII)F ---; ----------- 13
P111 RETA]t.'LR ----- 0
SEAT ------------- 1`3
niAptimm -------- cl
OTHER, DESCRIBE- 0
CLOSED TIGIIT ------ 0
Al
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THE*ABOVE REPORT IS CERTIFIED,-N BE*TRU
INITIAL TEST PERFORMED BY
REPAIRED BY
FINAL TEST PERFORMED BY
v,w
REPLACED:
DISC. LIPPER ---------------------- E!
P I S C. L 01,.-.1 E R ----------------------
SPpIiIG - ------------------------
DIAP11RAG11, LARGE
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UPPER -------------------------
LO'-'F.R ---------------- L!
SPACEP, LO'c!ER
OTHER..DESCRISE
OPEKED AT LBS.
REDUC R ffRMURf
DATE
—DATE
DATE
1173
-1 E 11 T
CIT-Y OF EDMONDS 1' U BI.-IC WORKS 0 E P A R-T11
BACKFL-OW DEV ICE.. -.;EST REPORT. FILE.
1E OF PRENISES LLIL-Y
WICE ADDRESS 1,3o 2 "No', 71P A/0 -
'ATION OF DEVICE A r k) -s; /i/ L4,1.
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1E PRESSURE AT TIME OF TEST BS.
*SSURE DROP ACROSS FIRST Clli.CK VALVL LBS.
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.01ECK VAL" CHECK VALVE 140. 2 DIFFERLNTIAL RELIEF VALVE
E NO. I
TIAL I . LEAYED 1. LEAKED IJ 1. OPENED LBS.
ST M - 'DUC-CO PRESSURE
2. CLOSED TIGHT 2. CLOSED TMIT. 2. 011)
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CLEANED
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0
PIN !%ETAINER -----
C1
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SEAT -------------
13
D IAPHRAGI I --------
; 0
OTHER, DESCRIBE --
0
CLOSED TIGHT -----
CLEANED
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.REPLACED:
nisc ------------- 0
SIT I i:rl m ----------- C3
Mi I Of ------
Pill PETAINLR ----- G i
14 1 NrF . P 11`1 --------- 0
SEAT ------------- 13
OT11CR, DESCR I BE- -- 0
CLEANED
C.1
REPLACED:
0 1 SC. LIPPFR ------ * ----------------
L!
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SPRING --------------------------
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0 'APINWI-1, LARGE
UPPER-------------------------
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DIAPHRAGM., SMALL ,
UPPER -------------------------
c-
1.01.10Z ---------------
L)
SPACER, Mellt'R
OTHER, DESCRIBE
OPENED AT LBS.
C3 CLOSED TIGHT ------ 0 R E OU MT-PIR F_51!�A'L_
7*ABOVE REPORT 15 CERTIF1 � "TWIR U E:
DATE�/,�
'TIAL TEST PERFORM E0.0y
)AIRED BY DATE
IAL TEST PERFORMED BY OF DATE
I J. 73
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CITY OF EDMONDS
PUBLIC WORKS DEPARTMENT FLE
RIGHT - OF - WAY CONSTRUCTION PERMIT
A. *Address or vicinity of Construction
630 7 Avenue North Plat # 162-066,4
0 Owner: Washing -ton Natural Gas Co
Name
805 156 AV NE
Mailing Address
Bellevue, Washington 98007
City, State, Zip Code
Contractor: Sam As Above
Name
Mailing Address
City, State, Zip Code
6711
Permit No. a U 71131
Issue Date
0 Permit Issued To:
9 Type of Work to be Done: Install a New Service
• Work in Connection Witt�.
El Sub or Plat Single Fam, ly
0 Comml. / Ind. 0 Apt. Condo.
• Pavement Cut: El Yes 1:1 No
State License Number
Telephone Number
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
B. APPLICANT TO READ AND SIGN
INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless
from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made
against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal
proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit.
Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year
following the final inspection and acceptance of the restoration by the Engineering Division.
Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at
which time a debit or credit will be processed for issuance to the applicant.
Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic
Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call
775-2525, extension 220.
I understand that this perivil r4ust be available a the ijA site for inspection purposes at all times.
* I
Signature: ate Aug 7, 1980
Owner or As?nt
THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issued By: '11b a
Time Authorized: Void after 0Z days
Special Conditions:
Ammendments:
Permit Fee: !L"- on
Security Deposit: i�t
Receipt No.: —
Fund III Fee:
Street Cut Dimensions
— X
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
Eng. Div. December 1978
Z
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CITY OF EDMONDS
PUBLIC WORKS DEPARTMENT
RIGHT - OF - WAY CONSTRUCTION PERMIT
A. e 4dress or vicin t' f Construction
Owner: D
Name
VJ 0 44-k-
Mailing Address
City, S ta te, Zip Code
Contractor: ko �,k 0 'A \ S 0 vy�- C-!,U T1
Name
--J\ Q V\1
Mai�ng Address
t_ , �Jp VJ 0 D 6 g�o 36
City, State, Zip Code
Wit No.
Issue Date
• PermltlssuedTo:
(—' 1) U M v '
• Type of Work to beDone:
Work in Connection With:
0 Sub or Plat 0 S I ngle Family
)( Comml. / Ind. 0 Apt. Condo.
Pavement Cut: 0 Yes ANo
State License Number
) ) 4 , -,- 1) �-
Telephone Number
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
B. APPLICANT TO READ AND SIGN
INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless
from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made
against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal
proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit.
Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year
following the final inspection and acceptance of the restoration by the Engineering Division.
Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at
which time a debit or credit will be processed for issuance to the applicant.
Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic
Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call
775-2525, extension 220.
I understand. that this p I
,�mwt.biava*l-h,le at
7T
Signa6re:
Owrier oi Agent
site for inspection purposes at all times.
A
f ate -dV
* * THIS PERMIT MUST BE POSTED A-T--`THE JOB SIT FOR INSPECTION PURPOSES * *
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issued By: Permit Fee:— /s 0 0
Time Authorized: Vold after L50 days Security Deposit:' —0
Special Conditions:
Ammendments:
Receipt No.: .
Fund I 11 Fee:
Street Cut Dimensions
X—
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
Eng. Div. December 1978
7
J-dtET F
ILE
DATE: tn — �—�s --IC")
14EMO TO: Bu ' ilding Division.
Community Development Department
FROM; Engineering Division
Public Works Department
SUBJECT: 1-7 11-1 LUC--
After review of the subject building permit application, we have
the following comments:
W
USE
DING DIVISIU1,4W Applicant Fill
,.,,,eERM1T APPLICATION Inside Heavy Lines
�7AM�0'rR NAME OF BUSINESS)
- __ oration of the Catholic Archbishop
x f S Pq t ? 1 1-.
W MAILING ADDRES
s
z he Chancery Office 907 Terry Avenue
CITY ELEPHONE NUMBER
Seattle F1622-8880
NAM E
,-.The Bumgardner Partnership
U
W ADDRESS
t
1
.2021 Minor Avenue East
M CITY E LEPHONE NUMBER
Seattle rl;9q-c�9nn
NAME
0 ADDRESS
U
CITY TELEPHONE NUMBER
z
0
U qTAT9 LiFER-kir NLIRI
ee Attached CODies
z
0
U
.J
Below or Attach Four Cop
FZ ZONE RS
JOB
'0
ADDRESS 630 - Aue- 0,
L "
LEGAL DESCRIPTION I SUBDIVISION SHORT SUB No.
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
EXISTING 412�
PROPOSED_ (��
DEFICIENCY OF RIGHT OF WAY
PUBLIC IMPROVEMENTS REQUIRED 11
DRAINAGE IMPROVEMENTS REQUIRED 13
DRAINAGE PLAN REQUIRED 1:1
UNDERGROUND WIRING REQUIRED zgp—
CONNECTION TO SANITARY SEWER
SEPTIC TANK PERMIT REQ*D NO
ELEVATION 617, PROPERTY CORNERS
& FOOTINGS REO'D
SEE ENGINEERING MEMO DATED
CHECKED 13Y
METER SIZE BUILDING SUPPLY SIZE
I 1/z �h
REMARKS
SIGN AREA ENV. REVIEW ADB
ALLOWED I PROPOSED ICOMPLE
REMARKS
VARIANCE OR CU 1PLANNING REVIEW BY I DATE
YARDS
GAS
FRONT
IlNEW
RESIDENTIAL
LINE
FIRE ZONE
TYPE OF
ADD
r
NON-RESIDENTI AL
I
SIGN
DEMOLISH
1:1
M
RETAINING
SPECIAL INSPECTOR
ALTER EXCAVATE
WALL
FENCE
REQUIRED
0 YES 0 No
OR FILL
Xr.-FT)
PLAN CHECKED BY
0 REPAIR I PRE -MOVE
1:1 INSP.
El
swim
POOL
REMARKS
Z
NUMBER OF STORIES
NUMBER OF
0
DWE LLING
P
ONE
UNITS
NATURE OF WORK TO BE DONE
U
A New Church For Holy Rosary
Parish
0
W
0
PLAN CHECK FEE
PLOT PLAN
ee Sheet A3
BUILDING
PLUMBING
MECHANICAL
FENCE
SIGN
"Applicant, on behalf of his or her spouse, heirs, assigns and
W
successors in interest, agrees to indemnify, defend and hold harmless
.J
2 the City of Edmonds, Washington, its officials, employees, and
RETAINING WALL
M agents from any and all claims for damages of whatever nature,
i ( arising directly or indirectly from the issuance of this permit. Issu-
SWIMMING POOL
SIDE R.ARj LOT COVERAGE
INSTRUCTION CODE HEIGHT
OCCUPANCY OCCUPAI
GROUP LOAD
THIS SITE IS LOCATED IN THE CITY
OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
VALUATION
FEE
a
0
3:
U
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(L
tr
W
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IL
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III
0
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u
ance of this permit shall not be deemed to modify, waive or reduce
any requirement of any city ordinance nor limit in any wa)
�,"ET FILE
PUBLIC VORKS DEPART= CHEacusT
BUILDING PERMIT REVIEW 4::=P, ��CD , :31" lb-A-ist- Ou to -e-
(address) (date)
0
Street Right -of -Way Existin g REQD
Z
I
Access Easements Existing____A.Ls.,.��.�REQD
H
r4
Utility Easement Existing-____,. I ��...REQD���
Lot Per Subdivision Plat Assessor Map,.
Site Plan Checked for Accuracy_
Z
Under ground Wiring Reqd.
0
Check Accuracy of Legal Description—
Z
Review by :20
Existing Water Main Size 9,f (2,
Water Main Required IVIA
Service Line Required
Hydrant Size Exist
94
Hydrant Reqd Per Fire Code. —Size
Detector Check Meter Reqd.
Cross Connection Inspection
Fire Department Comments
Water Meter Char Reqd.
Review by. Date
Septic Tank Design Approved Date
Septic Tank Permit Reqd. Permit No. -----
Sanitary Sewer Availability 0)57 Proj.
Dra:wing No. File No. 2'- 1 Z
Side Sewer Availability —
Sanitary Sewer Connection Fee Reqd.
:3:
Review by.. Date
W
to
Open Ditch Existing_______,,g�/o �..�Reqd.
Culvert Reqd. k-4< 4". /"Z 7 Size
c4
Catch Basin Reqd. -Indicate on Site Plan
Shoulder drainage maintain collection on swale open runoff
Manhole reqd. on* Site Plan
-
Soil Conditions and Ground Water Field Checked
Review by. Date
Revised: lvlO-1977
Page 2
A
Street Paving Reqd.
Curb and -Gutter Reqd.
Sidewalk Re d.
q 2: 1e
Curb, Cut for Driveway Rdqd. _5_
P4 Right -of -Way Construction Pern-Lit Reqd. 71:::�
Bond Reqd. for Public Inprovements V
Street Nam Sign Reqd. A'L
Other Signing Reqd.
C:1 ' ' Pre Pennit Site Inspection node an
z
0
BY: S94ER
WATER
z STREET
rX4 ENGINEERING
Special Requirenients listed in merm to Comnmity Developnrant Department,
Building Division
BY Date
c) All items filled in on. Building Permit Application
P4 BY Date
Drawings Stanped and Notations Made
BY Date
Approved by Public Works Department
Revised: lv 10-1977
4"-L"=-ET FILE
DATE:
14EMO TO: Building Division
Community Development Department
FROM; Engineering Division
Public Works Department
SUBJECT: KJ
After review of the subject building permit application, we have
the following comments:
LA—i
-- --- M r;�hn le I I
rwdbr dd-1 L-'J N N E "
PMffd=1-1AWA = C-175 �--Mp'
40 ST'j-9EET FILE 0
THE BUMGARDNER PARTNERSHIP
ARCHITECT13 2021 N11N0Ft AVEP41LIE EAST SEAWTILE OF4102 325-5200
1979
A NEW CHURCH AND GYMNASIUM ADDITION L)il- Ul
HOLY ROSARY PARISH, EDMONDS
LEGAL DESCRIPTION
That portion of the southeast quarter of the southeast quarter of the northwest
quarter of Section 24, Township 27 North, Range 3 East, W.M., in Snohomish
County, Washington described as follows:
BEGINNING at the southeast corner of said subdivision; thence N89047116" W
along the south line thereof 596.70 feet to the east margin of 7th St; thence
N001210011E along said east margin 643.98 feet to the south margin of Aloha
Street as described in deeds recorded under Auditor's File Nos 1642636 and
2298713; thence S8904310811E along said southerly margin 564.85 feet to a -
point of curve in said southerly margin; thence along a curve to the right
having a radius of 25.00 feet thru a central angle of 870531411, an arc
distance of 38.35 feet to a point of tangency on the westerly margin of 8th
Street as conveyed to the City of Edmonds by deed recorded under Auditor file
No. 2298712; thence S0104915611E 118.06 feet to the east line of said subdivision;
thence S00061371'E along said east line 501.21 feet to the POINT OF BEGINNING.
Wr- rETVED
SEP 2779
CITY OF EDMONDS
PLANNING DEPT.
B
I I V I'N I .: I I.-;: A 0 lit !NIGA IIDN Elt VAIA
ALVIN DIIEN'17'11. AIA ])AV,IS) %%*Itl(;If']' AIA JENNIF. SUE ItJI0%S'.N A [A
it S('11INEIDER J01I.N 1, IIIIENNIAS A]:%