20425 MAPLEWOOD DR.PDFIIIIIIIIIIIIII
12242
20425 MAPLEWOOD
DR
WE
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATION: 0 Conditional Waiver 0 Study Required
DISCRETIONARY PERMIT #'S: I I- - /KWaiver
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR: —
PERMITS (OTHER):
PLANNING DATA CHECKLIST DA
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT FILE:
SIDE SEWER AS BUILT DATED: —
SIDE SEWER PERMIT(S).#:
GEOTECH REPORT DATED:
2
STREET USE / ENCROACHMENT PERMIT
WATER METER TAP CARD DA:
LID #:
LOT: BLOCK:
LATEMMS'PsToffris\Strect File Checklist.doc
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LOT COVERAGE:
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LOT AREA = 34,587 SQ. FT.
EXISTING COVERAGE = 4563 SO. FT. 28610
PR
OPOSED COVERAGE = 5690 SO. FT. n 6
PROPOSED PERCENT COVERAGE = 16.5% N�AL r_
MAX. ALLOWED COVERAGE 35% C,
XPIR6s 3-Z�0�
HEIGHT CALCULATIONS: PARCEL LEGAL DESCRIPTION.
A= +100'
B= 10, MAPLEWOOD HILLS BLK 000 D-00 WLY
C + 00. 213.75FT LOT 26 AS MEAS ALG S LN THOF AKA
D= +100. PAR I OF CITY OF EDM SP S-20-80 REC AF NO
AVG.GRADE +100' 8011070222 & CDR AF NO 8012190184
E
MAX. = +116.5' (AT GARAGE ADDITION ROOF)
LOT SLOPE = 0% m
CONSTRUCT 411 SF LIVING SPACE
MAX. EL V. ALLOWED +IZ5* PROJECT DESCRIPTION -
ACTUAL
DRAINAGE a IMPERVIOUS SURFACE: ADDITION AT FAMILY ROOM AND MASTER
BATH, 673 SF GARAGE ADDITION.
rn
SQ. FT. PRIOR TO 1977 = 9352 REMODEL EXISTING KITCHEN. L
SO. FT. ADDED SINCE = 0 E
PROPOSED TOTAL SO. FT. =1 PROJECT DATA: 0 "u
0694
NEW ED SO. FT. = 1342
PROPOS -74 OWNER: ANDY a LIBBY HUSTLER
0AtI6jf)I)jy4J.&cl-r-t. -637 1 G _11�A�61)RESS: Ol
SINCE ADDITION IS STILL UNDER 2000 SF v c ;k:A
THRESHOLD ON -SITE SYSTEM IS NOT REQUIRED. &TE: 20425 MAPLEWOOD DR. EDMONDS, WA 98C 2 I�J
DcwNsPoi�S To EMPLY ONTO SPLASH -BLOCKS MAIL: P 0 Box 1283 EDMONDS. WA 98020
OR PAVEMENT. PHONE: 425-778-9670
GRADING: PARCEL ID NO. 00506700002600
4.
GRADING/EXCAVATION DOES,NOT EXCEED 50 CUBIC YARDS. ZONING: RS-12 0 - ,= C/)
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CEIVED
N 1 7 2008
ILDING DEPT.
STREET FILE
ZOO/ZOOO AuvdwO3 PW NOO19 EELL 9LL GZV XVil SV:EZ RON 800Z/9T/9O
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City of Edmonds
K Development Services Department
Planning Division
Phone: 425.771.0220
%C)rJ Fax: 425.771.0221
The Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
Tle purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. ne information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City Hall (Critical areas inventories, maps, or soil
surveys).
Date Received:
City Receipt#: A//
Critical Areas File#: CO-AUDIMA(v
Critical Areas Checklist Fee: $135:00
Date Mailed W Applican
A property owner, or his/her authorized representative,
must fill out the checklist, sign and date it, and submit it
to the City. Ile City will review the checklist, make a
precursory site visit and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the.site.
Ile undersigned applicant, and his/berlits heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infiaction based in whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to fi e this application on If of the owner as listed below.
'3 0
SiGNATm oF APPLicANVAGENV�c,--,L�' DATE
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the ubli fficials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection an4 i g attendant to this app4cation.
Owner/Appficant.-
,441D 91 V 1-1,513 7'
Name
2 Oq Z5- W A-POW19 OD P17— Z PO 0 V
Street Address
City State Zip
Telephone: 14 2-57- 7 7 7 6 70
Email address (optional):
Applicant Representative:
�5A�w"Wrw
Name
02-1-5- -rq
Street Address
ulk ?92-7()
City State Zip
Telephone: 12 -1;- 3 2 7 qce' tl
Email Address (optional):
M
Critical Areas Checklist CA File No:UAIDO-1 - 4 �9,
Site Wormation, (soils/ topography/ hydrology/vegetation)
1 . Site Address/Location: ZeV-4-2--5- Md(fl-f cx--,Ioc9t� De_1Vc_
2. Property Tax Account Number: i�J'0 5 0 (P 7 0 0 C) D 2- G 0 0
3. Approximate Site Size (acres or square feet): 3Y567 -Sr-
4. Is this site currently developed? _,�yes; — no.
If yes; how is s ite developed? 5. F, JZ 6 _< ,
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
RollinW. slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water. IJb ; Approx. Depth:
7. Site contains areas of seasonal standing water- AJ 0 ;Approx. Depth:
What season(s) of the year?
8. Site is in the floodway — floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
. Flows are seasonal? — (What time of year? . ).
10 S*te' rimaril fo ested meadow ;shrubs mixed
ru
��u'== IL �7dsca
11. Obvious welland is present on site- PO
For City Staff Use Only
1. Plan Check Number, if applicable? DtP-"04--0a'+0
2. Site is Zoned? F- ti — I I- -
3. SCS mapped soil type(s)? 5' Mdfwmod 1A&d1d 1,14d (AMPIC-4 6
4. Critical Areas inventory or CA. map indicates Critical Area on site? NO-
5. Site within designated earth subsidence landslide hazard area? N'O.
DETERMINAT[ON
—STUDY REQUIRED WAIVER
Reviewedby: 5j,80i cku461 Date: 04-1 09 I'k001—
Critical Areas Cheeklist.doe/2.17.2004
PLANNING DATA
A,CPM CDr-;%-7CMM(OCO SINGLE FAMILY RESIDENTIAL
STREETFILE
Name: Avs�fir Aridrtwf
ULi
Date: qlqlo�
Site Address:
nil 1 00
Plan Check #: Z700-7 0?2qo
Project . Description:
T4 (01 1;
36V-aty., MO*r, rnkv)) rlNodtl
L
Reduced Site Plan Provided: NO)
Zoning:
Map Page: 12-01�
Corner Lot: (YES
Flag Lot: (YES
Critical Areas Determination #: (XA M-7 004 &
El Study Required
'EQ Waiver
SEPA Determination:
Exempt
Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist E] APO List with notarized form
Required Setbacks
Street:
Side: lof
Side: i0f
Rear -
Actual Setbacks
Street:
Side: 10'4' we;f
I Side: io -F�-ear:
&S7
El Detached Structures:
Rockeries:
Fences/Trellises:
El Bay Windows/Projecting Modulation:
Stairs/Deck:
Height
Datum Point: Dzi u wA Y .96 F- euc
Datum Elevation: loo"
Maximum Height Allowed:
Actual Height:1 i('01 1,5's
Other
Parking Required:
Parking Provided:
Lot Area: 69 -7
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations:(e�:IS-60 45(0,� )Propogd S(090 1("G/
-�J
ADU Created: (YES / 0
Subdivision: MapLn)= Lu I'L6
Legal Nonconforming Land Use Determination Issued: (YES
Comments
—7
L
Plan Review By:
Planning Data Form 04-11-06.doc
The City of Edmonds
APPLICATION
for
SME SEWER PERl%HT
NEW CONSTRUCTION p,- REPAIRS
OWNER...-A&Aje . ..... . ..............................................
ADDRESS ...... �__.wmo ..... � ...........
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EASEMENT No. ... ed&.4
CONTRACTOR .... 64'SC19-1216 --------- 7��s ......................... PERMIT No - --- ---
LEGAL DESCRIPTION: LOT No . .............. ;�_< . ..................... BLOCK No . ......................... ...
NAME OF ADDITION .. ..... .........
.....................
pit
Approved:
...... By�� ......... .........
APPROVED
JUL 2 8 1969
A41
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N., J,
3
CITY OF EDMONDS Call FRospect 6-1101 when work
CIVIC CENTER — WATER -SEWER DEPARTMENT
Is read for Ins---tion 'No
y
SIDE SEWER PERMIT tions Saturday, Sunday or hoHdays.)
ADDRESS .............. 20425 Maplewood Drive
. ................. . ................................................................................... . .............................................................................
OWNER ..... --------_--- Anne ... N-e-1s.k-og ------------------------------------------- CONTRACTOR .......... Cas-cade ... S.ewe.r-s .................................
....... .......... .. ....... .. ..
Permission is granted ---------------- JUly --- 2.8 .......... 196.9 .... for ........................ days to REPAIR or CONNECT a side sewer
with city S_�wers in accordance with application on file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. I —The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must
be employed to construct side sewer In street area. Do not cover any portion of sewer before it has been inspected.
N"_�No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when yovu get permit.
NO-2 No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%.
No bends in grade sharper than % will be permitted.
NOTE No. 4—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for
failure due to improper work which may develop within one year of completion.
NOTE: No. Sm—It is unlawful to alter or do any other work than Is provided for In the permit, or to do any work on the main sewer or Its appur-
tenances except to insert the pipe into the wye.
4,
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CIO
STREET F1
mpl-c tw000
U �.> NOTICE: NO WARRANTY OF ACCURACY The Information shown on the
attached map was compiled for use by the City of Edmcr.�,-,,
anci consultants. The City of Edmonds does not warrant tho c?,
anytii�ng set forth on the map. Any person or entity re a C�Py
q
shc��J conduct an independent Inquiry regarding the Infornlualion s! cj
the map, including, but not limited to, the location of any scwcr stub
:L shown. Such sevier stubs may or may not e)dst and may or may not e)de.t at
the location shown, Neither the City of Edmonds nor its employa2s or
officers shall be liable for the information given on this map, nor for any or?J
representation provided based upon said map
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�CONCRETE WALL-�
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CONCRETE
...WALKWAY
MAPLEWOOD DR.
3.4'
FRONT DOOR
LINE IS STRAIGHT OUT OF
THE METER INTO THE HOUSE
COUPLING COPPER TO
POLY 18" DEEP
5' OF 1" POLY PIPE-18" DEEP
E.Djf CITY OF EDMONDS WATERLINE AS-BUI
0
ADDRESS WATERLINE NO,
20425 MAPLEWOOD DRIVE 2005-1108
CONTRACTOR HOMEOWNER SCALE
HUSTHER NTS
DATE INSPECTED INSPECTED BY DATE DRAWN DRAWN BY
1890 12/9/05 J. HAWKINS 6/29/06 J. BRONDER
Page I of 2
SnohomishOnlino Government information & Services
County4*
Washington
Structure Information
Close Window
General Description
Parcel Number 00506700002600 (R01)
Structure Class Dwelling
Structure Type 1 Story
Year Built 1948
Exterior Features
Foundation Conc or CB
Exterior Brick Veneer
ROOF Type: Gable Pitch Medium
Interior Features
Bedroorns 3
Full or 3/4 Baths 3 1/2 Baths 0
Heat Electric Radiant
Fireplace Masonry fireplace
Floor Area
Floor I
Garage(s) & Carport(s)
Carport SF 612
Pole Bldg SF 208
Other Features
Cover Shake -Shingles Med
Base SF 2761 Finished SF 2761
http://web5.co.snohomish.wa.uslpropsyslasr-tr-propinqlPropinfoO5-StructData.asp?parcel... 3/23/2007
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http://web5.co.snohomish.wa.uslpropsyslasr-tr-propinqlPropinfoO5-StructData.asp?parcel... 3/23/2007
9 0
STREET FILE
CITY OF EDMONDS LARRY S. NAUGHTEN
MAYOR
2 50 - 5th AVE N, - EDMONDS. WA 98020 0 (206) 7 71-3 202
COMMUNITY SERVICES: PETER E. HAHN
Public Works e Planning a Parks and Recreation e Engineer'ing DIRECTOR
February 21, 1989
Thomas J. Petosa
20425 Maplewood Drive
Edmonds, WA 98020
Dear Mr. Petosa,
I have reviewed you request for an adjustment to you account. In my
review, this falls under a grey area of our policy of unusual
circumstance beyond your control. As you stated, you are responsible
for water used through the meter. Since this time of year one is not
usiri�' the water as much, I feel it unnecessary to have the faucet
checked daily.
I will allow our Billing Department to give you a credit of $57.00.
Should you have additional questions, please call 771-3051 and talk
with Ilene Larson our Utility Billing Clerk.
Sincerely,
Bobby R. Mills
Public Works Superintendent
BM/lk
cc: Ilene Larson
Utility Billing Clerk
#406550/TXTWATER
Incorporoted Atigust 11, 1890 0
Sister Cities International — Hekinan, Japan
14
57 j;
0 0
FROM:
Thomas J. Petosa
20425 Maplewood Drive
Edmonds, WA. 98020
TO:
Edmonds Water Di.strict
501 Bell Street
Edmonds, WA. 98020
ATTENTION: BOBBY MILLS
Dear Mr. Mills,
January 29, 1989
IR E(C C 'I V Eb
JAN 3 1149-
PUBLIC WORKS
On January 20, 1989, one of your employees took a meter reading of
our residence at 20425 Maplewood Drive and informed us that the water
consumption readi-ng was extremely high compared to our average usage.
Upon research of our property, we discovered that the hose on our 2 acre
pasture behind our house.was running and had apparently been running for
a considerable length of time. I am concluding that this was done as a
prank by a neighborhood youngster as we have had trouble with them
trespassing onto our fenced pasture for quite sometime.
Upon discovering the problem I contacted Ilene in your office and she
suggested that I write you and explain the situation. I also asked her
for the previous years reading and they are as follows.
Same time last year 49
March 1988
40
May 1988
73
July
157
Sept. 1988
125
Nov. 1988
45
— As you can see from this information the reading is not anywhere
near what our normal consumption is. I r.ea lize that we.are responsible
for what the meter reads, however do the circumstances I would like you
to consider an adjustment if at all possible.
I have.not received my billing statement as of this date. Please
let me know if any adjustments can be made as soon as possible.
Thank you,�,,, .0
,= 774-5244 or 364-4432
0 F E D M 0 N D,S* FILE COPY
STREET FILE c *r Y
Engineering Requirements for Plats and Subdivisions
I
NAME: Wally Nelskog FILE NO.
S-20-80
HEARING DATE: October 2, 1980 REO'D REQ I D
PRIOR TO W/BLDG. BOND
VICINITY:� 20425 Maplewood Drive RECORDING PEP14IT POSTED COMPLETED
1%' Right -of -Way
No right-of-way dedication required.
2. Paving and Curbs in Public 2.
(Recommend
ID for
.-otal street
improv
right -of -way: 22' of pavement with
menk.
raised edge required from 204th or 905th
extended across
propertv.
3. Turn Around: 3.
At end of pavement
4. Sidewalk & Planting Strip: 4.
None required.'
X
5. Access Easements: 5.
None required.
6. Water Mai.ns: Connection To City 6.
required. i�'TLI. water main to be ex-
X
tended across front on property on 88th
11.
7. Fire Hydran'L"s: (Per Fire Code) 7.
X
8. Sewers or Septic Tanks: 8.
Stub to lot required
X
9. Drainage:
a. Submit for approval plans and 9.
X
install public storm facilities.
b. Submit and obtain a—pproval
X
of site drainage plan per Ord. 1924
LO. Utility Easements and Access 10.
thereto:
X
None required.
,-l. Underground Wiring: To be provid!17
in accordance with ordinance #1387
Street Lighting shall also be pro-
vided with the necessary street liqht
standars and underground wiring con-
nection.
:Street light required.
X
VaLju 4WU
'ENGINEERING REQUIREMENTS FOR PLATS
SUBDIVISIONS
EEk21 U __RE`T'D
PRIOR TO &/BLDG. BOND
RECORDING W-RMIT POSTED COMPLETEE
12..,,-Excavation and Grading: Exca- 12.
vation and Grading shall conform
to the requirements outlined in
Chapter 70 of the Uniform Building
Code.
13. Public Improvements Bond (see 13.
page three) letter required by
October 23, 1980
21 ys after hearing
L4. Monuments (Per Section 12.10.120)
Locate or install at intersecti0r14.
of 204th SW & 88th W..
X
15. As-Builts: 15.
Required for all public and private
improvements.
L6. 2.2% Inspection fee 16.
Required for.all public improvements
X
kDDITIONAL REQUIREMENTS & COMMENTS:
I.. Approved lega ls for each lot a.
X
F
required
Approved Plat required showing b.
lots, easements, section, town-
ship & range, etc. Show how existing
X
house is served by Utilities.
Submit development plans for C.
approval.
d.
e.
CITY ENGINEER OF EDMONDS D
)UBLIC WORKS DEPARTMENT, ENGINEERIN.G DIVISION
- The Engineering requirements have been completed and the subdivision
can be recorded.
%uthroized for recording by: . Date:
.�NGINEERING REQUIREMENTS FOR PL* AND SUBDIVISIONS
Page -Three
*ENGINEERING ADMINISTRATIVE REQUIREMENTS
;ection 12.10.060 (B), (4) Edmonds City Code Application and Fees: Public Improvement Inspectioi
I ee - An inspection fee in the amount of 2.2 percent Of tile estimated construction C05t for the
Z�Iic improvements shall be provided subsequent to the approval of the develODment and engineer.
_ng plans by the Engineering Department.
..n accordance with the platting rules and regulations of the Edmonds City Code, 12.10.120, the
;ponsor, or the applicant shall advise tile City Engineer, in writing within 21 days of tile
iearing date, the met,hod of assuring performance for the installation of required improvements.
_mprovements: Improvements to provided by the developer shall conform to Section 12'.10.050
)f the Edmonds City Code and to the foregoing list of engineering requirements:
,lternate method of providing tile improvements are as follows:
By furnishing the City of Edmonds with performance bond1satisfactory t6the City Engi'n.ee'.r'.'�'.-.
.n which assurance is given the City that the installation of the -minimum improvements will
)e carried out as provided in Section 12.10.050 of the Edmonds City Code. fie amount of
,ond shall cover 110 percent of the Engineers' estimate of public works and utility improve-
ients.
By actual installation of improvements in accordance with the provisions of Section
.2.10.050 and in accordance with the installation requirements and under the supervision of
he City Engineer.
�egardless of the method employed by the develoT - )er for the installation of improvements, "No
mprovements shall be finally accepted by the City of Edmonds until the develoDer furnishes
he City with a bond in the amount of 15 percent of the cost of said improvements to guarantee
aid improvements against defects in workmanship and/or materials for a period of two (2)
ears from the date of such final acceptance."'
.lso, before final acceptance, an as -built drawing of site improvemcnts shall be submitted
y the developer's engineer and approved by the City Engineer.
onvenant: Owners, and all persons having any present or subsequent ownership interest in
hese lands', and the successors and assigns of owners or other parties having any said
nterest, hereby agree that the City of Edmonds shall he held harmless in all respects
rom any and all claims for damages for injunctive relief which may be occasioned now
P in the future to adjacent land or improvements by reason of the constructio,
n, operation
nd maintenance of the drainage system, and hereby waive and release the City of edmonds
rom any. -and all claims for damages, excluding damage caused solely by an act or omission of
aid City and injunctive relief which the owners, or their successors or assigns, may them -
elves have now or in the future by reason of the construction, mainenance and operation of
aid drainage system.
he City Engineer will review plans for improvements, prior�to the start of construction.
otify the City Engineer of the schedule of construction prior to commencing work (110
ORK WILL BE UNDERTAKEN IN THE PUBLIC RIGHT-OF-WAY UNTIL AUTHORIZED BY THE ENGINEERING
EPARTMENT.)
f you have any quesitons concerning the above, please contact the City Engineer's Office.
R 11/15/78)
1 A-4
273
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LOT COVERAGE:
C) <w
Lu
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16 1.86'
N019 30' 22DE
vA r---c e fl-
3AV (100M3_ldVW
LOT AREA = 34,587 SQ. FT.
EXISTING COVERAGE 4563 SQ. FT.
PROPOSED COVERAGE 5690 SQ. FT.
PROPOSED PERCENT COVERAGE = 16.5%
MAX. ALLOWED COVERAGE = 35%
HEIGHT CALCULATIONS:
A= +100'
B= +100'
C= +100'
D= +100'
AVG. GRADE = +100'
MAX. ELEV. ALLOWED = +125'
ACTUAL MAX. = +116.5' (AT- GARAGE ADDITION ROOF)
LOT'SLOPE = 0%
DRAINAGE & IMPERVIOUS SURFACE:
SQ. FT. PRIOR TO 1977 = 9352
SO. FT. ADDED SINCE = 0
PROPOSED TOTAL SQ. FT. = 10694
NEW PROPOSED SO. FT. = 1342
SINCE ADDITION IS STILL UNDER 2000 SF
THRESHOLD, ON -SITE SYSTEM IS NOT REQUIRED.
DOWNSPOUTS TO EMPLY ONTO SPLASH -BLOCKS
OR PAVEMENT.
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PARCEL LEGAL DESCRIPTION:
SID
MAPLEWOOD HILLS BLK 000 D-00 -- WLY
213.75FT LOT 26 AS MEAS ALG S LN THOF* AKA
PAR I OF CITY OF EDM SP S-20-80 REC AF Nj
8011070222 a COR AF NO 8012190184
PROJECT DESCRIPTrON:
CONSTRUCT 411 SF LIVING SPACE
ADDITION AT FAMILY ROOM AND MASTER
BATH, 673 SF GARAGE ADDITION,
REMODEL EXISTING KITCHEN.
PROJECT DATA: 0
OWNER: ANDY a LIBBY HUSTLER
ADDRESS: c
SITE: 20425 MAPLEWOOD DR. EDMONDS, WA 98. 2
MAIL: P 0 Box 1283 EDMONDS, WA 98020
PHONE: 425-778-9670 ",1
GRADING: PARCEL ID No. 00506700002600 L.
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ZONING: RS-12 cc 010 -5
GRAD I NG/EXCAVATI ON DOES NOT EXCEED 50 CU131C YARDS. .0 1 * iz 0
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