23327 96TH AVE W.PDFiiiiii iiiiii
9502
23327 96TH AVE W
ADDRESS:
TAX ACCOIJNT/PARCELNLMER:-.a7e-)S:7,c.�, 6a:) I
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR --
CRITICAL AREAS: DW DETERMINATION: E] Conditional Waiver Ej Study Required Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE S:
SHORT PLAT FILE: LOT:,
SIDE SEWER AS BUILT DATED -
SIDE SEWER PERMIT(S) fl:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
FOR:
WATER METER TAP CARD DATED:
OTHER:
LID
BLOCK:
LATEMP\DSrs\Fomis\Sft-cct File Checklistdoc
0,PLANNING DATA
SINGLE FAMILY RESIDENTIAL
11 STREET FILE 11
Name:
Date: 0
Site Address: 2- 3 16
Plan . Check
Project Description: Z
Reduced Site Plan Provided.- (0/ NO) ning:
Map Page: Corner Lot: (�ES
Flaq Lot: (YES
Critical Areas Determination ff: 0 -�Lo 0 -7
El Study Required
P: �-aiver
SEPA Deten-nination:
k_.Erxempt
El Needed (for over 500 cubic yards of grading)
EJ Fee El Checklist 11 APO List with notarized form
Reqtllfed si?tl age
StreeC -7, e; 5--
Side: Re
Sid 7-
Actilal Setbacks
Street-
> 2- 5—
Side: Side-yis-
Detached Structures:
Rockeries:
Fences/Trellises:
Bay Windows/Projecting Modula
tairs/Deck: j/ CW-P
�7L
Datum Point:
rH.
Datum Elevation
Maximum Heighl: Allowed: 2S q 2.-7 T-Actual
Height. /3 [3-0. —7
Other
Parking Required:
Parking Provided: --
Lot Area:
Maximum Lot Coverage: 35% Proposed: 17- 7 7o'
442
Lot Coverage Calculations: 0 -r 04- r A(4,1
ADU Created: (YES (9
Subdivision: mb
Legal Nonconforming Land Use Determination tssued: (YES
cofnnlents
CC4,(
,4 3
5— /17 ol 13 11006 rt
C I S— = N2- -7 Accd/rJO.� fe As-�
Plan Review By: if
JF
PtdnmKj Data Forin 04 -11 06.doc
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#P20
Critical Areas Checklist
CA File No:
Site Information (soils/ topography/ hydrology/vegetation)
1.. Site Address/ Location: �23 5,P-7 Ve,
2. Property Tax Account Number: -'�-7 (5 00
3. Approximate Site Size (acres or square feet): 04Z
4. Is this site currently developed? yes; — no.
If yes; how is site developed?. �C� !�2 SL-
5.
1
7
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 of 10-feet over a horizontal
rise
distance of 66-feet).
Hilly: slopes present on site of more tha , n4*5"%`- ah'd"-'IessF"ihan 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):
Site contains areas of year-round standing water: kA D Approx. Depth:
Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year? vvf) t e-
8. Site is in the floodway VVQ floodplain (A D of a watercourse.
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. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawn, shrubs etc)
N
11. Obvious wetland is present on site: V\t)
For City Staff Use Ordy
1. Plan Check Number, if a�pficable?
2. Site is Zoned? AY_
3. SCS mapped soil type(s)? I&P Wood /,nd rznja (2 -- e'�,
4. Critical Areas inventory or C.A. map indicates Critical Area on site?. /V/1T
5. Site within designated earth subsidence landslide hazard area? 4/o
DETERMINATION
TUDY REQUIRED — WAIVER
Reviewed bv: Date-- Z- FO
#P20
,QC. 1%9"
City. of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
The Critical Areas Checklist contained on this form is to
be filled out. by any person preparing a Development
Permit Appli cation for the City of Edmonds prior to
his/her submittal of the application to the City.
The 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. The information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City Hall (Critical areas invenMOUVED
surveys).
MAY 14 2007
COUNTER
Date Received:- Q 5- 11-0 0 -3�-
City Receipt#:
Critical Areas File #: CP-A- Zuu=t--�
Critical Areas Checklist Fee:. ($13C5.00
Date Mailed to Applicant: -
A property owner, or his/her authorized representative,
must fill out the checklist,. sign and date it, and submit it
to the City. The 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 t1fis 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.
The undersigned applicant, and his/her/its 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 infraction 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 file appi �a n the behalf of the owner as listed below.
SIGNATURE oF APPLIcANT/AGENT DATE143—Irl Jcn�
Property Owner's Authorization . J
By my signature, I cer* that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and postin attendant t this application.
SIGNATURE OF OWNER 7,77M r1CtA-J DATE ONL-1Y)l
Owner/Applicant:
- L
Name
A �ew
'qlb
Street Address
E— A
city State Zip
\ �Telephone: (L� L--�))
Email address (optional): -6cc,,�
Applicant Representative:
Name
Street Address
City State zip
Telephone:
Email Address (optional):
427C. 18913
April 6, 2006
GARY HAAKENSON
CITY OF EDMONDS MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: www.d.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Lisa Ryan
23327-96 1h Avenue West
Edmonds, WA 98020
RE: Sijzht Distance Obstruction on 234 1h Street SW
Dear Ms. Ryan:
Our records indicate that you are the owner of the property at 23327-96 1h Avenue West. We
have received a complaint that the large cedar tree on the southwest comer of your property (at
the intersection of 96th Avenue West and 234 th Street SW) is making it difficult for southbound
drivers approaching 234th Street to adequately see traffic. City of Edmonds staff has investigated
the matter and determined that the vegetation in question does, in fact, create a sight distance
hazard per Edmonds Community Development Code (ECDC), Street Obstructions, Chapter 9.25
(copy enclosed).
In order to reduce the hazard and enhance public safety, the City of Edmonds directs you to
remove or cut back the tree branches overhanging the city right-of-way (the part overhanging the
fence) to a height of ten feet, so that oncoming traffic can be seen.
Please complete the modification and trimming by April 21, 2006. Your cooperation in bringing
your vegetation into compliance is appreciated. Please feel free to call me with any questions at
425-771-0220.
Sincero
E ARD SIBRIEL
Engineering Technician
ES/cmc
Enclosure
c: Mike Thies, Code Enforcement Officer
S:\ENGR\ED\Letters\Vegetation-SightDist\96 Ave W - 23327. "C Incorporated August 11, 1890 0
-i
11
90
Scale, 1' 30'
MERIDIAN PLAT. 13F SUNNY RIDGE VOL, 25, PAGE 61
(N 00*14151' E) 94TH, PL, W.
233rd. ST. S.W.
EQUIPMENT AND PROCEDUREi
ACCURACY MEETS'WAC 33*2-130-090.-
051 TOTAL STATION USED FOR A TRAVERSE.
MONUMENTS- SHOWN VISITED 26 SEP.) 2007'
THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE
OF PARTIES WHOSE NAMES APPEAR HEREON ONLY AND DOES.
NOT EXTEND TO ANY UNNAMED THIRD PARTIES WITHOUT
EXPRESS RECERTIFICATION BY THE LAND SURVEYOR.
BOUNDARY LINES -SHOWN AND CORNERS SET REPRESENT DEED
LOCATIONS - OWNERSHIP LINES.MAY VARY. NO GUARANTEE OF
MARTIN'S WESTGATE SQUARE OWNERSHIP IS EXPRESSED OR IMPLIED. THIS SURVEY MAY
NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS,
VOL. 29, P. 90 RESERVATIONS AND OCCUPATION WHICH MAY ENCUMBER TITLE
TO OR USE OF THIS PROPERTY. ,
_j
CL LEGENDi
(D DENOTES -A COPPER TACK IN* 11 SQUARE LEAD
03 TO
PLATE. IN CONCRETE MONUMENT DOWN
-0.7
CY)
IN METAL CASING,
CD DENOTES A 241 x. 1/2' IRON BAR SET WITH
30 30 A CAP #9567.
CD
CU
4 THE NORTH 100 FEET 13F THE S13UTH 120 FEET 13F THE WEST
140 FEET.OF THE NORTHWEST QUARTER OF THE SOUTHEAST
(A
QUARTER OF THE NORTHEAST QUARTER. OF SECTION 36,
TOWNSHIP 21 NORTH, RANGE 3 E A S- f, W. M.
Ln VERTICAL DATUMi
ASSUMED ELEVAT113N ON TOP OF ON -OFF
Uj. BOLT OF A FIRE HYDRANT AT THE S.W.
U
> _j CORNER INTERSECTION OF 234TH. ST. S.Wi
AND 96TH. AVE, W.
ELEVATION 124.84
0-'j
M UNPLATTED
%D
to
OWNERI
HOUSE CORNER ELEVATIONS -.LISA-RYAN
A = 1183 FT. 2:3327 - 96TH, AVE, W.,
PARCEL #27033600110800
B = 117,4 F T,
CU C = 1173, FT,
co
CD D 118,9'FT, PRIVATE 13WNERSHIP EXIST BETWEEN THE
zo. AVERAGE 118.0 FT. SOUTH DEED LINE AND. THE SUBDIVISION
sanitary sewe LINE ALONG THE 234TH, ST, S.W..
manhot rl lie S 88*23'030 E
ce --140,03'\ _j
cycitne F
rmu 2.7.
CD B
gas
meter SEE R,13S, REC. #200707125009
SUNNY RIDGE.
CS
M fin, floor
Z 81cherr
13 sewer VOL. 251, P. 61
tj connecl
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0 S.F.R. _j
0) 0 81apple #23327 10'apple Uj Ia. . . . I .
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gas AREA
drive 14005.8 SQ,FT 8' z
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24'ced >1 SEE SIDE SEWER CARD
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Q CITY OF EDMONDS
FOR SEWER HOOKUP,
140.0
- 4.0
cyclon ence 9 97
112--', ower
ote
110 n7.Alrlv PARCEL. #27033600111100 CD
Cu 1,00 I&--\ 116 12'con c CD sanitary- sewer
ge of sphaFt W manhole
SS DANISH DESIGN KITCHENS, INC..
sanitary sewer S.88;'LI:3'03" E 39.52 CALC.,,439150 R,B,S, #200707125-06-9 RECEIVED
manhole rim Henrik Molhoit
3 water el,= 109.77 234th. ST. S.W.. 8620131stAve.NF KirklanzLWA98033'
va(ves �Cy) edne-of asDhalt JAN I T 2008
WL -VC WL 425.503.4354
8' D.P.
w BUILDING DEPARTMENT
B.M. on -of f v OaL �veer CITY OF EDMONAS
bolt 41.=
124,84
ip IN THE S.E, 1/4 N.E. 1/4, SEC. 36, T-27—N. R-3—E, WX
rant IN THE CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON
Surveys Topography Sanitation Short Plats Formal Plats
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RECORDER S CERTIFICATE ............... SURVEYOR'S-'+ CERTIFI.CATE
filed for record this .......... day of ......... 2007 at ...... M This map correctly represents a survey made by me CHENOWETH BRIAN McKAIN
In. book ...... of ........ at. page ...... at the request of or under my direction in. conformance with the & ASSOCIATES, INC..,. P..S. CONTRACTOR
ALBERT W. CHENOWETH requirements of the Survey Rec . ording +Act at the
... I -M-M Prr)fn c-innrfl I ri (I `� r v P vn r,.q DWN. BY: DATE: JOB NO. LS 27049
requestof ...... I ........... o.. in /-uu
MGR. SUPT. OF RECORDS CERTIFICATE NUMBER .95.67 ..........
18130 Midvale Ave. N., STE.- A
Seattle Wo..*98133.
(206)-542-2188 (425)-672-8333.
FAX x (425)-672-8333
PAUL J. PISINGER 5 OCT.,2007 F.B. 213 P.55
CHKD. BY: SCALE: SHEET
A.W. CHENOWETH 1" = 30' 1 OF I
a
;�233-;�27
Py
NEW"
RECEIVED
JAN 1'7 2008
BUILDING DEPARTMENT
C4TY OF EDMONDS
FM
Date:
Corner
KS
R2%ired
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Z5_
les
�ear
ither
2006 INTERNATIONAL BUILDING, RESIDENTIAL,
GENERAL NOTES
GENERAL REQUIREMENTS MECHANICAL AND FIRE CODES (I -CODES).
1. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND
1.
PROVIDE MECHANICAL VENTILATION CAPABLE OF PROVIDING
CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING
(5) AIR CHANGES PER HOUR IN BATHROOMS
CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY
2.
WALL COVERINGS SHALL BE CEMENT PLASTER, TILE OR APPROVED
AND MUST BE VERIFIED.
EQUAL TO 70" ABOVE DRAIN AT SHOWER OR TUBS W/ SHOWER
2. ALL WORK SHALL CONFORM TO THE CURRENT LOCAL BUILDING CODES AND ALL
3.
SMOKE DETECTORS SHALL BE HARD WIRED WITH BATTERY BACKUP
APPLICABLE MECHANICAL, ELECTRICAL AND ENERGY CODES.
4.
PROVIDE TEMPERED SAFTEY GLASS AT SHOWER DOOR
3. PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS PER S.B.C.
5.
ALL STRUCTURAL PANEL COMPONENTS WIN CONDITIONED SPACE
4. PROVIDE HARD WIRED SMOKE DETECTOR IN EACH SLEEPING ROOM AND AT HALLS
SHALL BE IDENTIFIED AS "EXPOSURE 1 ", "EXTERIOR", OR "HUD APPROVED.11
AT EACH LEVEL.
6.
FLOW RATES FOR PLUMBING FIXTURES:
5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL
TOILETS: 1.6 GALLONS PER FLUSH(MAX)
INSTALLATIONS, CONDITIONS, MATERIALS AND FINISHES WITHIN THE PROPOSED
SHOWERS: 2.5 GPM (MAX)
CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY CONTRACTOR'S
LAVATORIES/FAUCETS: 2.5 GPM (MAX)
OPERATIONS. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING
7.
RECESSED LIGHTING FIXTURES SHALL COMPLY WITH PROVISIONS
FOR ALL STRUCTURAL OR REMOVAL TASKS.
(TYPE IC RATED FIXTURES) PER WSEC 502.4.4
6. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL
8.
EXTERIOR JOINTS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED
MOUNTED FIXTURES, FINISHES AND EQUIPMENT, AND FOR ALL HANGING FIXTURES,
TO LIMIT AIR LEAKAGE AT WINDOW & DOOR FRAMES, OPENINGS BETWEEN WALLS
BLINDS, ETC.
AND FOUNDATION, BETWEEN WALLS AND ROOF, OPENINGS AT PENETRATION OF UTILITY
7. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PE . R
SERVICES, & ALL OTHER OPENINGS IN THE BUILDING ENVELOPE.
MANUFACTURER'S WRITTEN INSTRUCTIONS AND/OR RECOMMENDATIONS.
9.
NON -RECIRCULATING HOT AND COLD WATER PIPES LOCATED IN UNCONDITIONED SPACE
8. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP
10.
SHALL BE INSULATED TO R-3 MIN.
WHOLE HOUSE VENTILATION SYSTEM TO PROVIDE AT LEAST.35 AIR CHANGESMOUR &
THE ADJOINING PREMISES, INCLUDING STREETS AND OTHER AREAS ASSIGNED TO,
SHALL LIMIT VENTILATION TO A LEVEL OF NO GREATER THAN.5 AIR CHANGES /HOLIR.
OR USED BY THE CONTRACTOR, FREE FROM ACCUMULATIONS OF WASTE MATERIALS
11.
AIR SUPPLY FANS SHALL NOT BE LOCATED CLOSER THAN 19 FROM AN APPLIANCE
AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR THEIR
VENT UNLESS VENT OUTLET IS 3'ABOVE INLET; WHERE IT WILL PICK UP FUMES,
WORK.
ODORS, OR VAPORS; NEAR A HAZARDOUS OR UNSANITARY. LOCATION; AT A SPACE
LLJ U
IM
HAVING ANY FUEL BURNING APPL ICIES.."I
AS NOTED
Flag_
Actual -
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"Nothing in -his permit approval process shall be
interpreted as allovving or permitting the
maintenanc� of any cur-retitly existing illegaL
nonconforming or uppernaitted building, structure
or site conditiorj.v�hi&, is outodide the scope of the
ermit app.neation, regardless of whether such
uilding, struerurear condition is shown on the
site plp or dr�wdnk,,, Such building, structure or
condition marr be th e suklect of a separate
enforcement action."
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sanitary sewer -4
manhole 11 Al _1
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gas ([
valve;
UNPLATTED
PERSCRIPTIVE HEATING SYSTEM
TOTAL LIVING AREA ........................ 1,918 S.F.
GAS FORCED AIR MULTIPLIER
........ 27 Btu/h*ft
MAX FURNACE OUTPUT ..................
51,786 Btu
GLAZING CALCS. (LD
ADDITION
NEW FLOOR AREA .................... 242 S.F.
NEW GLAZING AREA ................ 75 S.F.
GLASS AREA/FLOOR AREA
.......... 31%
TYPICAL INSULATION REQUIREMENTS:
NEW 2x6 EXT WALLS ................... R-21 BATTS
ROOF W1 FLAT CLG ..................... R-38 BATTS
EXTERIOR GLAZING ...................... MAX.40 UA
FLOORS ABV. UNHPD SPACE ...... R-30 BATTS
PROPERTY INFORMATION
OWNER: SUSAN RYAN
ADDRESS: 23327 96th AVENUE WEST
LOT SIZE: 41006 S.F.
ZONING: RS-8
LEGAL DESCRIPTION:
SEE SURVEY
SCOPE OF WORK
MAIN STORY ADDITION W1 BATH
FOR EXST'G SINGLE STORY RESIDENCE
LIVING AREA CALCULATIONS
EXST'G MAIN FLOOR: 1,676 S.F.
ADDT-N 9 MAIN FLOOR: 242 S.F.
TOTAL LIVING SPACE: 1,918 S.F.
IMPERVIOUS SURFACE CALCS. LOT COVERAGE CALCULATIONS
EXST'G ROOF OUTLINE: 1,921 S.F. EXST'G HOUSE FOOTPRINT: 1,676 S.F.
NEW ROOF OUTLINE: 275 S.F. ADDTN'L HOUSE FOOTPRINT: 242 S.F.
S.F. NEW OPEN DECK: 60 S.F.
IJKIVEWAY/WALKS: 952 S.F. TOTAL LOT COVERAGE: 1,978 S.F.
TOTAL IMP. SURF: 31qbS.F. 1,978 S.F. / 14,006 S.F.= 14%
PRE 1977: 2,873 S.F MAX. LOT COVERAGE
FILTER FABRIC -
SECURED TO 2' X 2'
IC
14 GA. WIRE FABRIC
EQUAL
2' X 2' WOOD OR C)
EQUIVALENT
IMA,
t1 I
S SURFACES TO 8#- 12#
URFACES 7
WITHIN 2 DAYS
8#
PLACE 3/4#-1,5' WASHED GRAVEL IN
2.7 THE TRENCH AND ON BOTH SIDES OF
FILTER FABRIC FENCE ON THE SURFACE.
FILTER FABRIC MATERIAL IN
PLASH
(2, A� D i Ti oi�,] - CONTINOUS ROLLS, USE STAPLES
TC1 OR WIRE RINGS TO ATTACH
FABRIC TO WIRE,
SITS
H r,-w Li �Co\jw-ep wow W-�-) R
C) WIRE MESH SUPPORT FEUE
cu TO SUPPORT FILTER FAWIC,
UNPLATTED
D:
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ERICONTRACTOR IS RESPONSIBLE FOR
�u
BURY BOTTOM OF FILTER
EROSION CONTROL AND DRAINAGE MATERIAL 8' TO 12
6' M A X.
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OF -Mil W-111
SEE SIDE SEWER CARD L\ 2' X 2' WOOD POSTS OR
CITY OF EDMONDS EQUIVALENT
FOR SEWER HOOKUP, I C'ONTR'ACTOR/DEVELOP'ER SHALL MAINTAIN AND REPLACE
4.0 ISTRAW BALES TO INSURE PROPER EROSION CONTROL,
power
-Pole -
PARCEL #27033600111100 CITY INSPECTION REQUIRED ON ALL
107.81nm
12"CPP EROSION CONTROL METHODS BEFORE.
OTHER WORK CAN BEGIN,
S5
- - -------- SS
anitary sewer S 88;23 , 03' E 439.52 CALC.,.439.50 R,-,' -
anho(e rim O-S #200707125009
3arater I I C:) z?l.= 109.77
ves 234th. ST. S.W.
v eclQe Of aS!Dhatt
HF-IGHT CORNER ELEVATIONS
A 118.3 FT.
B 117. 0 FT,
C 1165 FT. ALL E
D 113 0 FT. BE CO
"9AGE 117
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1� 2.7 Z_
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S 88*21 0
cyclone fe,�2 140.ON3 - - ------------
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ASSUMED ELEVATION ON TOP OF ON -OFF
loolt ek,=
BOLT OF A'.FIRE HYDRANT AT THE S.W. SITE PLAN
124.84
f ir e CORNER INTERSECTION OF 234TH, ST. S.Wi
hydrant AND 96TH. AVE. W.
ELEVATION = 124.84
I
1 11 = 201-011
RECEIVED
JAN 112008
BUILDING DEPAR TMENT
CITY OF EDMONDS
DANISH DESIGN KITCHENS, INC.-
Henrik Molholt
8620131stAve.NE - KirklancLWA98033
425.503.4354
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REVISIONS
ME, I 7A I A �11
DATE:
12.22.07
PHASIE:
PERM IT
DOCUMENTS
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G-W07 (R<��y
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y an
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RECEIVED
JAN 17:2008
BUILDING DEPARTMENT
CITY OF EDMONDS
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