503 9TH AVE N.PDF111111111111
9872
503 9TH AVE N
4
ADDRESS: 45-03 q-1-h Atho'—. &J
TAX ACCOUNT/PARCEL #:
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICALAREASM 05-1�5- DETERMINATION: El Conditional Waiver KStudyRequired E]Waiver
CRITICAL AREAS #: DETERMINATION: El Conditional Waiver E] Study Required Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE/ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
............
*bik
OES
'-y MONDS
S
PERMIT
Z
CIT.
CONSTRUCT40N PERMIT APPLICATIOW'
N M_ E, 1
B'R
APPLI6
4AMOF WS11144"
PW.,NAW1I5 U6 DIVIS ION No,. 9T NO,
Lit) �40 "7-
M*104 AbdiFi 9
LID FE� 5
0
PU�Uq Rlr,[!T OF �VAY "Q'OTFICIA� ST�EETim�f
iq�c
Cify
ZIP:
IELiPHONF.
EXISTING _7�
V.. I—
EOUIkEp PGDIC�I*N.. Fr
NAME,
LJI�TER SIIE
LINE SIZE
1�16. OF FI�TUR,Eq.:
ei�� ft*
ykq N?
%
FlEfeARKS
"yER/CONTFDkCfOR RESPONSIBLE FOR EROSION CQNTROL/DRAVIAGE
z
�T
�LEPHO��
sv'�
pj
...... .
v y
NG'nc E 4Dd
'
0
ADDRESS
;,IRE REV EWEQ,QY PATg
0
Z'ip.
TELEf.HpNq'
0
S�WE LICENSE NUL1.59A
EXPIRAT 6'
Y
11ARIANCE,614 CU
I' SHORELINE OR ADO.
INSPECTION BID - No
z
WSttil)
REVIEW
EXEMPT.
BIG
ALLOWED POSIED
14EIPHT
'R.p..'o
ITI
'PROPEATY'.TAX P'ARqEv No'.
exe,
n-
NEW
Fll�SIWTIAL
�O/MOH
C]. PLYM13W
LOT COVIFFIA 99,
Jg�QWEO
PUIRED S7�QA.CkS: jFT)'
PROIiQ5g 0 W EIAPKS IFT)
AMMON I
C:] CQMMERCIAL
COMPLIANCE OR
pit q;7O*aqO
. FRqNT SIDE R W-
FRQNff.�.VF1 SIPE REAF
0 m
c
R9MOqE4 '�"C3'MYLTIO.AMIttY,
.
CKANGE�.FVSIE
51 IGN
Moil -11'
RE P7 !OFD
G�
LOT AftA FCANNINjUl
R" . EW�oi 4 Y PAYR PL,
IT
0
0
0
IiIERAIR p.
'C'
'REmAFIKS_-'-
c
G1 FT)
m
OTH�_n'-
QEYQLISH TMK�
�04i 41.
m
IT
GARAGE Ft Sp '"T"
RETAINING WALL 'RE
SA=
c
>
C#PLP0nT fp:KERY FIRE
PE OF UtjC.,BLJ4II4iS3 OR XCTIVITY) E PLAIN 7
'NUMBER
CHEqKFP By
I Tilp19AW A,
9A
0 -n
is
NUmqgR . 60
OF
TOMES UNITS
.40FIFTICAL-'�:
AREAS
NUMBE
�PECIAILINSPCCTjetj lkiii� -A'
-PAkt
I '�`CU
_q
R OUIRED
E
YES
X
UESCR10# WOAWT6;i;r, GONE
_m m
.... . ...
RhktA
IN ECTIONSPER US.,C 100 lKlq3 RlItIlkLINSPECTION
rmk&mt;SS 1IRC109 REG-D.
Fn
�m
C
7 1 11.1,11
P,
K
rr 0
I -T-
Z
'VALUATION
5 p
A
?i5W i
X
4
-
p'.
cri V
on pri
FEE
p0crip4prit
�EE'
z
-h ack
FVan C
4-
Put" rge
HEAT S]OURqE
OWING
'LOTr'SLOP.E 116
Idin r it'
g ITT
-ity
z
HEqk i(q:
�VE,
�,Iqrnb�ing
§Asd,Fee
0
0
I AILS PgAMrr AVT�,IIGRIZEB ONLY THE WORK NOTED. IHIP RERMIT COVERS V�OFIK Tq
BE 06ME ON PRIVATE PROPERTY ONLY. ANY CONSTRVCTION,ON THE PUPUC.
09"N ((;YRq$, SkDeWALKS,0FIj A.Y.S. MAROUEEq� ETC.) WII�LPEOILDRC
t9SION.
Engr. Rayiew
5
APP.0 ON: I OKI DA4
�P:nhlt"
.P'�'. T
PERmITUm1TT.1Y@" ISO DAYS
84E BACK OF PINK A.Rhirr �,GR MqRE INFORMATION.
gnw. !rs�x
'APPUrAmT, ON.DEH&LF OF I OR NET HEIR�, ASSIGNS AND SU6CIESORS
IN INTERqST. AGREES To 'M.LFY =E
IN. �NorfiQtD
Plin poSh
Re.
!j
D HARMLESS THE CITY (?F
11 OFFICIALS. IWI Y , US. AND.Ar.ENT . F . FIQ M ANY AND
AGE
Fire!nspqction
R"ipt #
7
ALL 'OR.=1 SqFWHATE1VER NATUEk�,A�JSINgRIREPTtYPRI-401REPTLY
ERG
G,EIJ THIE,IPSIJANCE OF THIS OeRvit. ISSUANCE GF THIS PERMIT $-ALL NOT SIT
�!A�O TO mociFy, WA rve on REDUCE ANY.AIEOUIFIEMENT�QF AN� W*ORMNA Co
N.
Lanc!Scap� Insp,
Total Am. D
, 'V
x
NOR Lima INA0,WAYTHE CiTYVARILFTYM.15141FORCE ANYOADINANCE 113 ON .
FiRUV I
Recording Fee
N
IHgnE0YACKNpngDGE-THATI1LtAVE READ THIS, 6PPUCATION; THAI THEINFOr-1,
AN
CFT o MAT
Gin 3 1 AM THE OWNER, OR THE DLJ&'AUTHORI�CD APENT OF
-APPLICATIONAPPROV C
'MEd
Tm EC E To commy WITH CiTY AND fTATU LAS REGUtATIi4G CONSTAUC.
TION; ANQ IN WING THE WORK ALI
_M19,11PIGLEP THEREBY. NO PERSON W!�L BE 6MPLPYEO
CALL
Ihjs4pp a Lit Ine
_bca I Itw is no a vok unto ";rw
IN VIOL.ATION OF, THE LABOR P.ODE OF THE,STATE-OF WASHINqTqN 11��TjNq To
WOnKVEITS I;0!APE0AT RANCE AND ACV4 is.n.
�=U
F, PR INSPECT-110N
itic I. mqk.tI`m,�qQcNJIn I ni4ii
, it
U I
-810 T RE vowti. %AO:ZN71)
GA TE SIONED�
(425
]F I.S SIG"URF
7-71-0220
777�
ATTENTION. p v.'.... .
-PRQC
EXT 1 0�3
Tyk
IT yILpING0q'0TRUCTUR�IjrfTILAF1 AL
ISUNLAWFULTOYSf N.
ik
5 ANDAiPPRC)V�LoFifA .E (DF Occu,
WS-�PTIQNJIAS BEEN,M�k E� QEPtTIFla#r
�v
S.PEEN GR. IIIII)JIBC1101IRC
P YHA #,NTEQ! VOC
�IILE i-,
E 1. L& -
INK IT
q
RE SHN3,4.riZ -ji
m
'.,KING 4 IP,9PIES
�A
FEB-10-2005 14:59
0 #P20
Critical Areas Checklist
P. 02102
C),r , 15
CAFUeNo*_b� �-(--rVo
Site Infonnation (soils/ topography/hycirology/vegetation)
1. Site Addresg/Location: -50-� Cf -.I- AV e- M P-4j-7 03;t W-70o
Q -
2-
3.
4.
5.
6.
property Tax AccountImumber: as J f4 `7-
Approximate Site Size (acres Or square feet):
Is this site currently developed? f�es; _ non
If yes; how is site developed? Z 0 Lxo I j
Describe the general site topography. Check all that apply.
Flat less than 5-feet elevation change over entire site.
Rolling. slopes on site generally less than 15% (a vertical rim of 10-feet over a horizontal
distance of 66-feet).
Hilly: slope's present on site of more than 156A and less than 30% (a vertical rise of 10-feet
over a horizontal distance of 33 to 66-feet).
Steep: grad es of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 334eet).
Other (please desc�be):
Site contains areas of year�round standing water: " 0 - ; Approx. Depth:
Site contains areas of seasonal standing water; --E —0; Approx. Depth:
What season(s) of the year?
S. Site is in the floodway of a water course.
I floodplain N 0
9. Site conutins a creek or an area where water flows across the rMinds wmdace7 Flows are year-round?
/11-� - -- Flows are seasonal? _ (What time of year?
10. Site is primarily: forested ; meadow shrubs mixed
urban landscaped (lawn, shrubs etc)
11. Obvious wedand is present on site:
Fcw City Staff Use Ord)
i. Plan Check Number, if applicable?
2. Site is Zoned?
3. SCS mapped soil WPe(s)?
4. Critical Areas inventory or CA map indicates Critical Area on site?
5. Site within designated earth subsidence landslide hazard area?
DETERMINATION
—STUDY REQUIREX) WAIVER
a —A &A 16w- Los �
TOTAL P.02
a-ll '50 ct Ave, W. Lo)- - fcpi-
4o -Vbe weeE& has q4rc4p eacV. POA-,�XACI
B"A—tA—k I f609 -4z"ba—ck— 14 PDtoia.11V Orr
4)I
rx . Jc�-% �o-4-
0 0
Fab 10 05 07s5Gp
FEO-10-2-OM 14959
Branna Thuesen 4257769240
City of Edmonds
Fax: 45.71IAnt
The Cd" AMU ChgWist COMMiNd 40 6* MCA is 10
be AUW M by my ralft PGPw4 A DMIWMW
Nuall ApOWPOR Ar 60 CbY Of MOOD& PFiw 10
hb% p I vjxmw of do "Okafia 6 be cov.
The PEPW of do OWUR is to Oubb chy aff to
d&Wmbw wtedpr my j, - -id CWdW Anw on. or
my bo. PUMI an an =&lect plowly. Up kfamdeft
-§p,pM a caWkw 6l ChecHW d=M be eaft
chy Jkli (crwM1 MM in WHO*@ Ows, or PAR
wpw�
p -
DOW
CWO 116"1 72
am, 73
GrOW Argos Fft P. mg 40 0 2�
OWIM AMOS GhOGWI
Odeg*WWAPPUDI Z-�—
A rqWIY O�, Of -P
no IM WA an ohm" 4* And dde X ad a6inh is
to an cjw. ra CRY wo gawk 65 dMuilk Mda a
P�Om , oft VjWL Ed Indw a Apip nm� - of d"
6*x*md Op WASUM 0
puldt"Otwelina.
rw" abuid a vwNity =*. skete WO aw NOW ew
of g& hm tp a" OW mffb ffift nd inews dic
qMd& pkft isf pWpOM 11 1 4M OW (OM 18
addow. dw apphow da bcb& 4dw
WAMWOM (04� I" ophr mw� W-) or
shWim fa mgwow vids dds CIMMO tD aviNUM 11aff
rw ulmo" spUcat, ad t~ft bdM WA =wpm, is canowwMdan as dw procMift of 64 OWKNice
to own. Wasift, Wood And bW do Chy 9f 19 1 - I bumbn fim WIY W& All dEMOWN 1whWWO mlow"
AUwM,S hu, WWM bm aV &Wa or Whadat bnd in wimle ar pwt Ww tabei e2bladiM inam'M Or
By ffW siVIOMM I card* jhd do *,p. m, r. bg#@Mdj vjbpgiug we was AM aorrm tD Ow beat of my
hwwk*c wad &a I as atiOwbod lo fOr 96 appHadn w die bdWof dw aww An Sand bebw.
8MArMQrAM1cA"AOW DAIM
prepory owages "awman
By vW dpows I owd& dw I have admized dw AM APPIWOVAPM tO WOY Or 00 lubjw Wa um appikatim,
ad VM aW pw1MWGw, hr 00 PW 10 4410hh Md On off oft* City of Moab 10 enw do 5*00 POPM ty for do
pirpmo of 61* a , W - n ad padba am" 10 2dG!rpMw"L , -
SMATUMOFOWU
OwSWAPPMesaft
r
u,,A ep VVS -2 L. 6, A
Nwe
c
'Iul Ava pj
Saw Addm
I
14Z
city ZIP
Oftimbnx.
Ima adbw
-.P - / 0,.— 0,5*
Soft ANN$
t—,,i w VN Ct W-a !2
MY Waft zip
.twqftw LQ 0
Z" A*WW (*P*MQ',
14.2S- W6--qa.-jc
Tin 114
A177 AIR RAR
wa 91:Qo QOOZ-81-93A
0 0
CITY OF EDMONDS
CRITICAL AREAS DETERMINATION,
Site Location: 503 9" Ave. N. Tax Acct. Number: 270324-002-207-000
Determination: Study Required / Study Complete Determination #: CA-05-15
Applicant Representative: EriG Thuesen Owners / Applicants: Fred and Judith Wolgamott
CRITICAL AREAS DETERMINATION: STUDY REQUIRED (CA-05-15)
During review and inspection of the subject site, it was found that the site is adjacent to a type
of critical area known as a Steep Slope Hazard Area, as defined by Chapter 20.1513 of the
Edmonds Community Development Code (ECDC).
STUDY REQUIREMENT — STEEP SLOPE HAZARD AREA — SATISFIED
A survey that was completed in association with the lot directly to the west of your lot
(509 9t' Ave. N.) shows the boundaries of the steep slope hazard area. From the top of
this slope, as delineated by the survey, there is a 50' buffer and a 15' building setback.
A portion of this buffer and the adjacent building setback encroaches onto the west side
of your lot.
DEVELOPMENT PROPOSALS ON A SITE WITH STEEP SLOPE HAZARD AREAS
Development is restricted within the Steep Slope Hazard Area, its buffer, and/or building
setback. If development must occur within these areas, the applicant may pursue certain
processes provided in the Critical Areas Chapter of the Edmonds Community Development
Code. The applicable process depends on the specific development proposal and site but may
include one of the following:
o For development proposals within the 50-foot buffer, but no closer than 10 feet
from the top or toe of the slope, the 50-foot buffer requirement may be reduced
to 10 feet if a study is completed by a licensed geologist or geotechnical
engineer which clearly demonstrates that the proposed buffer alteration will have
no adverse impact upon the site, the public or any private party. This is a
process through which development could be allowed as close as 25'from the
top or toe of the slope (assuming the buffer may be reduced to 10' — the 15'
building setback still applies).
o Development proposals closer than 25' from the top or toe of the slope may be
allowed through the approval of a Steep Slope Exemption, Critical Areas
Variance, or Reasonable Use Exception. These are Land Use Permits that must
be obtained through the Planning Division. If you think your specific
development proposal may require one of these processes, contact a Planner for
more information.
PROJECT SPECIFIC CONDITIONAL WAIVERS
If the property owner wishes to apply for a specific development permit which they feel would
not impact the Critical Areas located on the site, they may submit their proposal to the Planning
Department for review. If the Planning Department finds that the proposed development permit
will not adversely impact a Critical Area or its buffers, a conditional waiver may be issued on a
project by project basis.
EXEMPT DEVELOPMERPROPOSALS' 0
Certain development proposals may be exempt from Critical Areas Requirements (ECDC
20.1513.040). If you think that a specific development proposal may be exempt, contact a
Planner for more information.
NEW REGULATIONS ADOPTED 2-15-05
The City Council has approved a new critical areas ordinance, that is effective today, 2-15-05.
The new ordinance differs in the way slopes are defined and the processes that are required for
the review of project applications. The above information is based on the old critical areas
regulations since your checklist was submitted prior to the effective date and for a project
application submitted prior to the effective date. In order to help you determine how the new
ordinance may affect future projects, you should review the new regulations posted on the City
website, www.ci.edmonds.wa.us.
Name
Sign
,y 15, 2005
Date
u Cited sections of the Edmonds Community Development Code (ECDC) can be found on the
City of Edmonds website at www.ci.edmonds.wa.us.
2
31
C/O, 2.80'DEEP
�///77717777/77/
=�M
-0 6.30'
32.401
,,,22- BEND
24
1
WM----El
C/O 3.5'DEEP
SIDEWALK
9THAVEN
0 F E.D*
CITY OF
EDMONDS SIDE SEWER AS- BUILT
ADDRESS:
PERMIT
503 - 9TH AVE N
NO.
ENG20060366
CONTRACTOR:
HOMEOWNER:
SCALE:
I OLSEN
I NTS
DATEINSPECTED:
INSPECTED BY:
DATE DRAWN:
DRAWN BY:
&t. 1890
8/29/06
1 E. SIBREL
9/05/06
1. ABILA
APPLICATION
S'k FILE for
The City of Edmonds SIDE SEWER PERMIT
EASEMENT No . ..........................................
NEW CONSTRUCTION REPAIRS E]
116-04300
OWNER........... --- D-DS --------------------------------------------- CONTRACTOR .......................................................................... ---------------------- PERMIT No . ......................
ADDRESS------- ........................................................... LEGAL DESCRIPTION: LOT No . .............. ------------------------------- BLOCK No . .............................................
NAME OF ADDITION .......... .......................................................................
0
OF
4
DYE TESTED ON SEWER, 1972
Approved:
DATE................................................ By ......................................................................
5,
0?i,
CITY OF E DMONDS, G�ARY HAAKEN$,QN,
12: STH AVINQ NORTH EOtAONDS, INA 96020 (495) 77 1 .01?9 '.FAY, (02� 7,1102
Websile: ^w.ci.��pogs.�q,qs
DEVE OPMENT SERVICES DEPARTMENT
�L4 "U
Plqi)^;.ig Building E
Sept�nibqr 15, 20115
0�
Fredrick A. WOlgarnott
Oi
M:
:7".
9'h Ave., nue North
vk
'Ecimprids, Washington 98020
CA
R�: Building P.crmit-112005-0.148.For Retaining Wall,
MI,
0 C!,,
Dc6r Mr. WoIgpTjjOtt,
A.A
C
According to City permit records you are requii,ed to obtain q final En incering and
Bui,ldi,ng inspection approval on your retaillilfig wffl,1 p6mlif. Final- approval must be
Cn,
granted in order to-cipse'Oulthe pernli't.
:j
Please the Engin
M M "L
call H c N
I . . � —
cc .,pg Technician, Jean'l j icConnell -77 1 �0220 -extension
425..
!
..a!
1326 and the City:Bui.idihg Inspector, Michae I Snook at 425-7-71-0220 extension 1333 'by
0
to schedvie for the required fin�l i
September 30, 20,G5 ec ons; EnclQscd please find a
ns.p. ti
City Engineering.Corrcetion Notice dated 8/23/05 thaf requires that the drainage.line and
Ini —
-term syrem connection,be cxposcc for inspect ion purp ps s.
.�7
If there are circumstances bdyofld your contr qu P
ol that will prevent,v romcomp.1ying. �Y,
theSeptembe r 30' deadijide please i n ro my ce 41i
ffi m -nedi tely by calling,
Z
_Tm
0220 extension - M6.
Z
sinc'erdly;
0, 4
rn.
J6annimc L. Graf
Buf1ding Qfficial
.4
1i'4ncorPQrqted Aug-isi"i 1. 1:890
Sister.Citv - Helfln n. Jaoan
a.
-FINA ROJECT APPROVAL FO R-M
L
TO:
"6 -A.
DktE A�
W
R
. . . . . . . . . .
-N—M070.'i) P -OR:,'BL
ER-MIT.'COORD.INAI Jr, -DING DIVISION
A 64.
44
FROM: A 44
- F DEPAR
ME TMENT'DATE
z
0
-Y .
g DATE'
ON 0
M
X
4..
P
Nq,
DiVISION DATE, =iii
_7
C
V�: T-`41,-1
Al
0
0
QC
'.4 SrrFADME
t" MR �S, K1535 j,
H m
A
- �Y,
m
'kiATE
7�A R IV -INSPECTE
F
D
SC F
0 BE WSPECTED
A
messagc-
Page 1 ;'2
m
M
C
Graf, Jeannine 0
K Co
M 0
Z
onnell, Jeanie
From: MI 4
Sent: Wednesday, qctober 19, 2005 6:54 AM
Tb: Graf, Jeannine
z
Ci: Hawkiiis, Jaim, 0
Subject: RE: Wolgarn(K; retainin gmall @ 503 9th Ave, N
Cn.
0
Let's just requi.re-I n to finish'what he needs to on the retaining All"to Qlose out
permit abd 4,6ill make notes with the SFR permit that th&wa,II drain needs
to be connec''ted 1-Ahe storm system.
So, for �n.g:inegrin4 we, 'need -to'�have him. expose the drealn pipe (p'
e,rf. pipe) and
Oackfill rna.teri ' al, albIng th,.d.end.of the wall. 'If any 8pepial iInsplection.s. were'do6e.
then we will, need tO see 'ihose reports as wel].
Thank yp
�pqnie
Wall ........ : .......
Pier/Por h . ............ �!.,
7-3
Retaining Wall ...........
b+%'b
z
0
Slab Insulation ..........
r 7�
'.
0
m
PLUIVIB�Nq:
Underdrpund ............
Rough -In .........
M
c
Ma
0
CommOrcfal,Fin al
0
c
�EATING:
rn
Gas Test ....................
m
Glap Piping .....
C z
Eqylprnent ........
0 -n
Commerclo Final-._....
EXTERIOR S�IlkATHING
m m
NAILING .......................
FRAMING ......... I ..........
0
0
a
FIRST, FLOOR FRAMING...
ER o
INSULATION ...................
:4 m
Floorinsulation
'Wall
Insulati on
z
Calling Insulation .......
SHEETRGCK NAILING
z
0
SPECIAL INSPECTION
rl
I
Z:
6 - 81- 0
2
\N4
3W4'
49.34'
50.00' P:-*
El
VA
<
M
m
Z
c C
M m
0.1
G' L 0 C E3 3
22 2-1
LEGAL DESCRIPTION
N 89*51'53" E
10 rb
Al
z
0
0 31,937 S.F.. 0
AI (.4
APPROXIMATE LOCA11ON N 2,Z'15 00 E
40% SLQPE A R Ell. K31' 12,000 S.F..
CATERGORY 2 WETLAND
Irri
z -15' BUILDING SETBACK
15' B)JI(DING SLITBAC�,
FRelM WET�AD 3UVER C
en 1-1 _,,p c)
0
0 0
CENTER OF
SECTION 24
156.57'
7.5' N 89*51'53",E 399.51 y i'� y
7
77-
'r--T
E3 L c, C K 2
30 37 36 35 04 33 32 31 30 20 2-B 27 26 25 24 23 22 2-1 20
THE SOUTH 110 FEET OF THE SOUTH ONE-HALF OF THE SOUTHEAST
ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF THE NORTHWEST
ONE-OUARTER OF SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.,
IN SNOHOMISH COUNTY, WASHINGTON;
EXCEPT THE EAST 200 FEET THEREOF, AND
EXCEPT THE WEST 50 FEET THEREOF, CONVEYED TO THE CITY OF EDMONDS
FOR PUBLIC ROAD BY DEED UNDER RECORDING NUMBER 1756635.
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD.
NOTES
THIS MAP IS BASED UPON A SURVEY OF THE SUBJECT PROPERTY COMPLETED
BY LSA IN JUNE OF 1989.
THE WETLAND LOCATION SHOWN HEREON IS APPROXIMATE ONLY AND IS NOT
THE RESULT OF AN ACTUAL FIELD SURVEY.
SCALE : 1"=40'
-DALEY STREET
EXPIRES 10-15-03
r+-
:7
M
z
c
Im
I
PRELIMINARY SUBDIVISION PLAN
FOR
FREDERICK WoLr-AMOTT
%.7f,l
IN SE1/4, NW1/4, SECTION 24, T.27 N.) R.3 E.p W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
ll�
5�96 ?,Z!!Zl��lu