23814 84TH AVE W.PDF111111111111
7980
23814 84TH AVE W
gIZI 01V
TAX ACCOUNTIPARCEL NUMBER: &!�/
4 ;1:g e�v
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATION: F� Conditional Waiver El Study Required Fj Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED: `7 / 71a
SCALED PLOT PLAN DA
SEWER LID FEE $:
SHORT PLAT FILE: LOT:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
ft 01
BLOCK:
LATEMP\DST's\Fomis\Street File Checklist.doc
----------------------------------------- t 0 -0/ YL Y -----
ADD GUTTERS/DOWNSPOUTS
AND spLASHBLOCKS
41
54' 1
IFence line I
----------------
I
OWNER/CONTRACMR IS RESPONSIBLE FOR
EROSION CONITIOL AND DRAINAGE
Main Street
APPROVED AS NOTED
BY ENGINEERING
Date:
New addition Ditch Incition
10
26'
�--90
N
7
803
Nikki and Don Jackson
total lot SQ feet 12,800
[160
Tj
7�� V e'-, =11 !� V�, ;! 7ff "7--,
�C(V\ APR
3UNI
HF@.2,' Oc-
Plywood-
9
mo,\
.5 UAIIS 055 P/\/Woocx—
F$J-FiOy— VJQ)IS dy-(-o Or-glblbc
V k-d I
0 (A I c-cu ,,,,,d
ME
(F-
0 0
now
Storage and aniTnal
ov-.t%f
Lam. Scy
(k iff4c 'j oia
now
Phunbing wodaeom
EAsting-780sf
New 200sf
Total- - 990
otcl ewraq ateik-
au c.4— added�e- CT
?,jMC+ VAA
Floor Plan
Don and Nikki Jackson
23814 80 Ave W
Edmondls, WA. 98026
�=) <�-� 0
badwoom 0
0
Master Kitchen
bedroom
ERB
ItIr 0,V,,q'z
C,.:
- 3V
V010
N
bedroom I Living room
Covered porch
Old Garage removed and new storage rooms added to garage space.
w M
Front of house. 9'7 U
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK
ADDRESS
OWNER -
APPROVED DATE: —
I CLDG. OFFICIAL
PER T NUMBER
APPI �
COPY
----------------------
Parking Requirement as requested
41- Approx-
200 sq
feet
ke6verw porch 11
54'
----------------
Fe7nce line
84'T
aw
- - - - - - - - - - - - -
N
Two Parking Spaces
each are 15' wide
and 20' deep.
10
26'
REC7 1V7:D
0
BUILDING DEPT.
Nikki and Don Jackson
Z..301&t O&t ftVC W. rAIMMUS, WU. YOv"
Main Strmt total lot SQ feet 12,800 +
Ditch lrcah
STREET FILE
0
463 '3 -009-.0C 1 -0304 02/08/71 000000
23PI4 84TH W
FDMONDS, WA 98020
1,/C, 2-44-5 0?)" SCHOOL DISTPICT 15
HANBURYS SOUND VIFW TRS
BLK 009 D-03
S 70FT OFNI/2 LOT, I & S 70FT OF E 55FT
OF NI/2 LOT 2
GRANTOR/SELLER
N44MIMMM363:4
SALES DATA
SALE DATE
INSTRUMENT
RECEIPT
NUMBER
DWELLING
DATE COND - ITION EFFECTIVE D PER CENT
AGE EPRECIATION
16�IZI 9�17 I
4633-009-001-0304 02/081/71
7a e-k4otl
23814 84T W
EDMONDS, wA
----------------------------------------------
HIGHEST AND BEST USE VALUE
IMPROVED I UNIMPROVED TIMEER I TOTAL TOTAL
ACRES VALUE ACRES VALUE ACRES VALUE ACRES AV
OTHER CONSTRUCTION
N ET
DATE S F c�'
i I I DEP. VALUE
TYPE BUILT CONSTJFLOORJ ROOF !DIMENSION! CONDITION FACTOR VALLI E
A�EX
. . . . . . . . . .
.......................
.................................
. . . . . . . . .. I . . . . . . . . . . . ...
. . . . . . . . . . .
r
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
ILI . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . . . . . . . . . . . . .... . . . . . . . . . . . . .
.................................
. . . . . . . . . . . . . . . . . . I . . . . . . ... . . . . . . .
. . . . . . . . . . . . . . . . .
. .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . ... . . . . . ... . . . . . . . . . . .
. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .
.................................
. . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . .
...........
. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .
APPRAISAL DATA
..DEPUTY MONTH DAY YEAR REMARKS:
7- 3 7
V 75
A.
2,
,limp, 0
(J� y" c
SOHOMISH COUNTY
Property Account Summary
Account No.: 00463300900103 Alternate Property Number: 46330090010304
AccountType: Real Property
TCA: 00227
Situs Address: 23814 84TH AVE W
EDMONDS, WA 98026 R deE I V E D
Legal: HANBURYS SOUND VIEW TRS BLK 009 D-03 - S 70FT OF N1/2 LOT 1 & S 70FT OF E 55FT
OF N1/2 LOT 2 NOV - 4 2003
Parties: nr-vr-LOPMFNT SERVICES CTR,
Role Name & Address CITY OF EDMONDS
Owner JACKSON DONALD & NIKKI
23814 84TH AVE W
EDMONDS, WA 98020
Taxpayer JACKSON DONALD & NIKKI
23814 84TH AVE W
EDMONDS, WA 98020
Property Values:
Value Name
2004
2003
2002
Taxable Value Regular
$170,700
$117,100
$117,100
Market Total
$170,700
$117,100
$117,100
Assessed Value
$170,700
$117,100
$117,100
Market Land
$130,000
$83,000
$83,000
Market Improvement
$40,700
$U.1 00
$34,100
Property Characteristics:
Tax Year Characteristic Value
2004- Use Code
Unit of Measure
Size
Exemptions:
111 Single Family Residence - Detached
Acre(s)
0.27
(End of Report)
Run: 10/27/2003 9:05:42 AM ASCO037 [Ascend30-prod] Page 1
City AVEdmonds
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 Application 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 inventories, maps, or soil
surveys).
Date Rec"bd: 44&;L
City Receipt #:
j�23=—
Critical Areas File #: 6V519
Critical Areas Checklist Fee:0/3�.�
Date Mailed to Agwlicant;—�— 9�-03
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 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.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of *e application agrees
to release, indernnify, 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 cer* that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file this tion 7:th�,f of the owner as listed below.
IC
SIGNATURE OF APPMANVAGENT 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 public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and postin t to this application.
SIGNATURE OF OWNER DATE 'Ll -5
Owner/Applicant:
202s) C', kLLS ClAi
Name
Z- 3
Street Aodre.ss
city State Zip
Telephone: -7
Email address (optional):
Applicant Representative:
Name
Street Address
city State Zip
Telephone:
Email Address (optional):
Critical Areas Chocklist.doc/3.19.2001
0 0 CA File No:
Critical Areas Checklist
Site Infonmfion (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location:. F5- lu gqt,,,, ha- W (4
2. Property Tax Account Number: OZ4U3300%ojus
3. Approximate Site Size (acres or square feet): 11 S; 12,-,+ Shg (2 2- 1()JS
V
4. Is this site currently developed? 4 yes; — no.
If yes; how is site developed? S'�Acte, a&j=::h 1-4-MA6.2-
5. Des e general site topography. Check all that apply.
F1
-7i at less than 5-feet elevation change over entire site.
Rolling: 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 thart 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: Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year?
8, Site is in the floodway 6 0 floodplain A) 6 of a water course.
9. Site contains ek or an area where water flows across the grounds surface? Flows are year-round?
IF Flows are seasonal? (What time of year?
10. Site is primarily: forested ;me d -shrubs mixed
urban landscaped (lawnshrubs etc) . 7 — -
11. Obvious wetland is present on site: Ko
4*77
7,7,777-.-,. 7,
appht-:Ab
'Zd&,d
-tic --Area on, 'te?,* -
'Cri
!nap.,!� _caWs Sl
uf";d
?
subsidenee'lkhds We
site esigr W 4�� Ii - haiaid area A to
qp
DE1 RhENATION
'STUDYREQ W,
Critical Arcas Checklist.doe/3.19-2001
V
11
SITE ADDRESS:,;�39� 1,
PROJECT DESCRIPTION:
PLANNING DATA
- -7—
CHK#: —i-7C::�j
REDUCED SITE PLAN PROVIDED?: ffpA/ No
MAP PAGE: CORNER LOT: es 0 FLAG LOT:
ZONING: P7G— CRITICAL AREAS DETERMINATION #42 L-\—zQ�5— 5c�
ElStudy Reaulred:
UWaiver
LJ conditional Waiver
SEPA DETERMINATION:
Fee
Checklist
U APO list w/ notarized form
U (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
-a Exempt
SETBACKS:
Reguired Setbacks:
Street:Q',:�- " Left Side: -7 - S' f Right Side: -7. Rear: I K:�'
Actual Setback% i —
Street. 5"Left Side: Right Side: r-J 4, Rea4,�,,
Street map checked for additional tot ck required? (Y66 No / DNA)
L3 DETACHED STRUCTURES:
U ROCKERIES:
Ll FENCES/TRELLISES:
LJ BAY WINDOWS / PROJECTING MODULATION:
U STAIRS/ DECKS:
PARKING:. Required:a Actual:
LOTAREA: I.-ul 9500. Iq
BUILDING HEIGHT: C90riO I 1 7)
Datum Point:
--Datum Elevation:
Maximum Aflowed: _Actual Height:
A.D.U. CREATED A A
SUBDIVISION:—rA--c,-x-x-c, /q e . . A J—
L I EGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes No
OTWM.5C'[ r-4 r=> - C4,j
Plan Review
"rv, CX
NewBPPIanning]3.t�� o":;1 I, I
+
---------------------------------------------------------------------------- 64
Approx.
feet
----------------
FF-ence line
Parking Requirement as requested
54.
�,Cbvered porch _A
1
54'
84'T
U"-,
Two Parking Spaces
each are 15' wide
and 20' deep.
10
26'
APPROVED a,, PLAjvN1tv(3
N
No
R E C 7\j 7,, D
j�
0"
BUILDING DEPT.
Nikki and Don Jackson
Avew.rarnonas,wa.yzsvzu
rgtr-� total lot SQ feet 12,800
.......... , ................................................................
F-ewaddi FDitcb Inci STREET FUt'
-------------------------
41
----------------------- A -- - � � EA w 4-� - I Q Y L�: y ----
ADD GUTTEVISIDOWNSPOUTS
AND SPLASIABLOCKS
Approx.
200 sq
feet
Covered poch
54'
I'Fence line
---------------
a
�tq-
Approx. 780
sq feet
Main Street
OWNERiCONTRA."JOR IS PM;'CflSIGLE FOR
ERMION CONTAOL AND DRAINAGE
's tjOIED
NPPBOVED N
61
EtGwsm��
Date..
I New 9ddi:ti:o:n= I Ditch location I
26'
N
Nikki and Don Jackson
total lot SQ feet 12,800
I
'��Pxc-q—
lq4a-
I �6)
)C1
L4 gri
tL�j
.24
=k.
A.. .q-S
00
.4 A i UB
7;1
-50
A=
base-
/Y) aV nf
4H-91� j+IP R40�1:"c
W,4-.A+
?fy- I
C,� _jq42-
? 6 s-t- R6? 5-
06d:A s,.4D di, jr-AT 1 v
door
p
A'
(�ce- *tC2�" -iimyt- i��-nvuurt- CPO&-"vvqs)
ave're
iy—
Lxv-0 1 4%
I
V 10 A-irr
X
V)
Zone
jt_
Setbacks aM,�gecl Actual
(e) v J-+
11.4cp 2S -W q
Front 00,
a
7's" p of won
Sides"s)
e -
Rear(w) of tia
Oitke Other
At -so Prr,), Das'UNx,
Hei&
ru P�c
W
OWNER/Coj�'P '.-""'TOR IS RESPO SIBLE 01ST(AaeZD SMS -rO i2C
DaRNACE W.
J-
2.00
V,�
ITO
RESUE
APR 17 2014
BUILDING DEPARTMEN
40M OF EDMONDES
Gow-aje
Zcn
Urccw,,) -�crmenA- )Oac--L
blRCL PIIC+l c�
qso 55T--t
1\ 200
Y. - I *.�? -.- 'I *,X? - 0. , , - , '-f. r . ",
-2-
EFF
A APR
't, 3
U Z:i qL0 .3
17 2014 .21 F3
! I_E
IUCILDING DEPA"T4 S11*1
IV OF EDMOMD
ST �,EET
JFJ-,"'T base-
15
MCI;(
4ft�l �,
FILE H-074+
1 0 1 ^,1
t4, A0
0
bi
14 P R-Mv�
(WOVU60110f3 0"C-)
_'� bO.!:! 0
too - 5 :5 X� A -r-
w ibum—
z
0 El 5;JA� G-&-A P&IC&i OA)
E1 U-1:i3
C (40fo(AM tscubv6
e_ 00
4
bz
RN- 40� CDV4�41y,
z-
? 6:SA_ [qq 5-
0��%ov'06_i-nb
�ks Eoz VA
-roiAl- Impelzoms
10 A-" c--
P.
PR
AP
A
-lq4Z-
111442-
-door
LU
k. X K
�Zone RS-8, 4f- - Cor5er_AkFIag,6&_-
'Setbacks
4_�� 1&r. Sw Eiguired Actual 100.0
a��, w,'1\ Front (8) _,M' as,*- --emrof e--- I, r 4"
Applicant rhall repair/replace all damage to ` . � W, I I Mork ift C44r
i Sides(ods)_ I-S' --it, Ara ge -nl`CrGeC+-'1 .49
utilifla�,, or,'ro 'oe;mprovements in City
Rear 6,�) a e fr 4 A,. V
right-of-way ior CA,, 3tandards that is caused
Othei 49 V ;6.r b.
w acw,� dt ring �Ihe permitted project. I
Hei&ht
Vol PAI-1 voca J" LA J
RA�G OR IS RESPONSIBLE
* ANy o i Sw ve &_-v sot us -r o GF_
FOR EROSION CONTROL AND DRAI MICZ tOMPOST PnMt:Y�JMDD.
b fvEV-&Y% . d 5 91q Ale. - dmSvtd54 i,&%, '1W2t`
oQt4103300 00 M5
ve e.�c 9
RESUE
APR 17 2014
BUILDING DEPARTMEN
r,ITY OF EDMONDS
CX3
cove
Pal CPV'
"LID
tar, CIV, - C; 0
"T`f, mg "o
PLANNING DATA
.SINGLE FAMILY RESIDENTIAL
N,rn,: A/ikk-. 4
Date:
Site Address:
Tax Parcel:
Project Description: Ne.,o deA"td
Plan Check #: -%EJ!i5t(5 t"X199a
Reduced Site Plan Provided NO)
Zon"
1"Flag
Map Page:
Corner Lot: (YES AD
Lot: (YES
Critical Areas Determination #: a?LA ?k�59
'Study Required
waiver
SEPA Determination:.
Exempt
El Needed (for over 500 cubic yards of grading)
[I Fee 0 Checklist 0 APO List with notarized form
Required Setbacks
Street:
Side-
Rear
Actual Setbacks
Street:
Side: Lb
Side
Rear: (VI) I G,
Detached structures: yfro sg.4.
El Rockeries:
El Fences/Trellises: None- Aotof% or,
r
El Bay Windows/Projecting Modulation:
El Stairs/Dec—
t
Datum Point: -TO�Ix.
%'J
Datum Elevation:
Maximum Height Allowed:
1571
Actual Height: ro&�
1-5" 61'
Other
Parking Required:
Parking Provided:
LotArea:
Maximum Lot Coverage: 35% Proposed:
etc, W r- USA 'Sjk r- 13-5,0 COVJ fe--A, ?Ore.%% r- 10 0 lm�k
Lot Coverage Calculations. 10 0, 'r.lu-1:
"04, P-rct, 210 ys'o 0 AYS,00-�-11200
-have!��
*7e
ADU Created: (YES
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES /0
Comments
C-Tb-% C-0M%AttW ret!�.reA pe.�+ i,,d Lzn�
V60C e-%Ctt.4td'-n5 A�e_ W-JrbA- Ot&rrtrA- flevros-0 t'1%Q.ALAC1e3 roof
rex0ced -6 S/ for A46%td uctes%ocy S
Goo At. fl. Fraaaeaed,!%&nkt%�L. '% Y?0 st-44.
.Plan,Review By:
Planning Data Form 07-14-09
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
STREET FFI�L
�E]
Name: JCt &S 0-,� o0qiVS009001
Site Address: q tPlaan
te:
Check#: 2(Q
Project Description:
Reduced Site Plan Provided: r9s V NO)
Zoningyu
Map Page�,-
Corner Lot: (YES Flag Lot: (YES 00
Critical Areas Determination 11:
El Study Required
,tALwaiver
SEPA Determination:
UfExempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required tbacks
Stree_t-
-7
Side:
Rear-
Actual Setbacks
Street:
Side: 5-
Side:
Rear:
W-Detached Structures:
El Rockeries:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
El Stairs/Deck:
Height
DaLurfl Point: AIO,-\,e-
Datum Elevation:
Maximum Height Allowed:
Actual Height: 0,J-
Other I
Parking Required: 21-
Parking Provided: 4-
Lot Area:
t
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations:
ADU Created: (YES
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES
COMfqe17tS
�.e." 1�r -
Al-( buid(,�
10 C d. e t;--
r\q-�
I
Plan Review By: f4- aSZ?ja(2--4/'2-
114
))1V,7A,1-CqC5-
Nanning Data Form 04-11-06.doc
M#
.77
I IcIl
j
CL vkrl�-(d
co
ui �201-0
CC
ce
cr CX
42 If:
C�I:
ED
c--ff C)
Lu CC
uj
�Pc-uvcl, ca Wood
Porc-%-� - ck'-fl,
L)
E A
ca
2
LD 0-§
E &R
-; 4�
CL=
< —2 P
. "A A
,5 . v " c,,
&4
APPI
j 0
egua,4 Lwtw
Ivo
- �� 1�
Zone—(Z -1 -0 Comer Flag
Setbacks keVired
Actual
Front c- 25-4-
Sides/V/5 —57-�-
Rear v
Other
APPROMED BY PIANNING
N 41-11,111, --7 -;?--
;12 0 ( -
iyv� fcry *100c-, su,�� cuk-Mlo-In- brN $
13�5D �S b j�
.96.
o u4- b&,
L,,4-W P,44a-5
I C4
PM-r-1115" I(IPEnVIOW StMFPKE Pj(oO
Qr�j 01,ks-�R)-Mej ";
Wthing in tkix permit approvM procca'sh,01 be
TOW 3S 0110wing 0i pernuitting the
ftming or unpennitted bu"R& Sbuchn
W dw 0014tion which is outside the mope of da
PWMR application, regardleu cf wbeiba =*
UUM Knicture or wrifition is dmv on ft
dft pbn or drawing. Such tvAlding, sumur-, 17
,WWW= Ray be the subixt cir a qwraze
bon."
p<ILI Po\cll Do") —�Ae4-soy)
"j
-�3? 2- 0'�` 'S W. —ac
4rnorv)S
I - 1
oz,
Now
�Aj Pro V ey
RESUB
AUG 15 2012
D�b: 9124 // Z,
"I'GEOSCIENCES INC.
, �technical Engineering - Hydrogeology -
'December8,2003
HWA Project No. 2003-000-21-26
Don & Nikki Jackson
2381484 1h Avenue West
Edmonds, Washington 98026
MICROFILM
Geoenvironmental Scrvices - Inspection & Testing
Subject: Residential Addition Evaluation
23814 84h Avenue West
Edmonds, Washington
Dear Mr. & Mrs. Jackson:
RECEIVED
DEC 1 6 2003
BUILDING DEPT.
In accordance with your request, HWA GeoSciences Inc. (HWA) performed a site visit at your
residence to evaluate foundation conditions for a recently constructed addition to your house.
We understand that a garage previously occupied the area of the addition, and that due to its
rotting and deteriorated condition, the garage was demolished and.the new addition constructed
on the existing garage slab. We understand that the work was done without a City of Edmonds
Building, Permit and the city requires an engineering evaluation of the structure to verify it was
constructed in accordance with the Uniform Building Code. The purpose of our investigation
was to evaluate whether the existing slab is capable of supporting the addition and is limited
solely to a geotechnical engineering evaluation of the structure.
We met with you and performed a site reconnaissance, which included visual inspection and
probing of the subgrade. surrounding the garage, on December 4, 2003. The g'. round surface in
your yard is relatively flat, and is grass covered with several trees.
According to geologic mapping for the project area, Geologic Map of the Edinonds East and
Part of the Edinonds West Quadrangles, Washington, USGS MF- 1541 (Smith, 1975), the project
area is underlainby deposits of glacial 'till. Glacial till typically consists of a very dense/hard,
relatively impermeable, heterogeneous mixture of clay, silt, sand, gravel, and cobbles. In this
area, glacial till comprises the basal load that was transported by and deposited under the last
advancing glacier, giving rise to its very dense/hard condition. However, probing the ground
surface around the new addition revealed loose soil conditions to at least 2 feet below existing
ground surface. The loose material may be fill that was placed to during site grading.
The new addition, and previously the garage, appears to be founded on a concrete slab resting on
a bed of gravel and cobbles ranging in thickness from several inches in the front (east) to
19730 - 64th Ave,
;,December 8, 2003
40
HWA Project No. 2003-000-21-0026
approximately 18 inches in the back (west). We were unable to determine the thickness or
condition of the concrete slab as it is covered by the floor bearns and flooring of the new
addition. Additionally, we do not know the condition or configuration of the previous garage,
although we were informed by you that the new addition is slightly smaller and weighs less. A
cursory visual examination of your house revealed no obvious signs of settlement damage and
you informed us that no settlement damage to the previous garage was noted. No gutters have
been installed on the addition and due to the rain at the time of inspection, water was observed
ponding on the ground around the addition.
CONCLUSIONS & RECOMMENDATIONS
Not knowing the configuration and weight of the previous garage, we can only conclude that if,
t
as you indicated, no prior settlement damage to the previous garage or exis.ing slab had
occurred, then no future set tlement problems should arise if the weight of the new addition is less
than or equal to the previous garage and the loads are distributed in a similar manner. However,
if the new addition is heavier than the previous garage or new loading is substantially different in
magnitude and/or location, settlement and associated damage to the new structure is likely, given
1he relatively loose soil conditions surrounding the structure.
We recommend that gutters be installed to the new addition and downspouts be tightlined away
from the slab. Failure to properly drain the area could contribute to ponding of water around the
addition and potential future softening of the bearing soils giving rise to settlement and structural
damage.
I
LIMITATIONS
This report does not address structural considerations of the new addition or its foundation.
Within the limitations of scope, schedule and budget, HWA attempted to execute these services
in accordance with generally accepted professional principles and practices in the fields of
geotechnical engineering and engineering geology in the area at the time the report was prepared.
The scope of our work did not include environmental assessments or evaluations regarding the
presence or absence of wetlands, hazardous substances in the soil, or surface water at this site.
. 0
2003-000-21-0026 leuerl.doc 2 HWA GEOSCIENCES INC.
.'-December 8, 2003
HWA Project No. 2003-000-21-0026
We appreciate the opportunity to provide our services. If you require additional information,
please call.
Sincerely,
HWA GEOSCIENCES INC.
JEXPIRES 03/18/!?Y_.,_..
Bryan K. Hawkins, P.E.
Geotechnical Engineer
Lome Balanko, P.E.
Principal Geotechnical Engineer
2003-000-21-0026 letterl.doc 3 HWA GEOSCIENCES INC.
04/07/2004 14:10 FAX 206 764 2615
04/02/2004 15�04 FAX 4257785
VA MEDICAL CENTER 001/001
0 14002/0 02
4=,4m
ENGINGeRING
OBSERVATION REPORT
Project: Field Repre5entative:
Jackson Residence FourAatiOn Chfis Bomards
Rep2rt No. 1 Date of Site Visit I Much 26'�. 2
Location- Purpose of Site Visitt
" Avenae West To observe the exisitDg foundation for the
23814 84L
'Fdrnnnds. WA 98026 ment addition,
CG Project IN10,'*:
C Pr *"c'
cuent: L04036 10
Don & Nikki Jackson
Introduction
CG Engineering was retairied by the Jacksons 0 perform a structural observation of the
foundation used for a recently constructed addition to the above -mentioned residence. It is our
underst,anding that the new addition was built in the same location as a recently dernalishe4d
garage on the sme foundation. The garage was siri-Algrly framed but was removed due to its
deteriorated condition. Our observation was to detern-tinc if the existing fouzidation has tbes
capacity to support the new addition.
Foundation Loading
Although we did not Imow the fran-Ing configuration of EM previous garage, we understand from
the Jacksom that it was slightly larger and heavier than the new addition that was bu�t in its
place. Because of thia, we conclude that the loading from the new addition has not increased any
from the previous garage, and is roughly equivalent,
Field Observations
The following are observatimis made at our March 26dfield visit: oc izc
9 Addition is supported by a concrete slab bearing on a bed of gravel and r k of varying s
and height above grade.
* Slab thickness is unknown due to flooring and walls built over slab.
a Reinforcing in slab is unknown,
0 No observed settlement d&mage In new construction (per the Jacksons, no settlement damage
was observed In the demolished garage either).
Conclusions
If the fran-dng and loading distribution for the new addition roughly matches that In the
demolished garage, we would expect the foundation to Perform sinlil&rlY for the new structure as
it did for The garage since it hasn't undergone a load
change, However, if the framirig or loading has 00�
changed significantly, settlement, slab cracking, and /0—A-UR4
other associated daM296$ could occur. J C\ We
Please also note that although the slab foundation was
not damased during previous seismic ovtmts, we would
expect that damage could occur, since the foundation
likely does not mse��Provisions in the 1997 Uniform
Building Code.
7 2004
PERM11 CotJt'TEB
I EXPIF4Ea i/S / zt,05]
CITY Cg"%Py
V
s ubj ect Property
t
Front View of
Subject
Property
-l' 21
Rear View of
Subject
Property
RIECEIV777D
0 ,1�11 I' -I, �
� J
BUILDING DEPT.
y
BLIP
45
SA
'M4i
do
sz
I !I, " -
"Est
, 441
Avas-- t
JI.
NIC 4,
VW
_ate- Z4 WM
49W
7q 'I
.1777
N lir
FRI
51,
PO
wow
-,16 ��l
A !Jw
L 1,
X
; *1155
,XWOIVA,�;" M&M
.41
I. will
XR,.,
On -
A ow ,
Oka A R R
j sti.
m g
IR,
A WINV.
WL
MV
Ay
AM -c W,
4
ul!
15'k-0
01,
4r, P"
AMIN` ",_1 Ocz,
A �4
Mll
'LOWZo
41-
lie.
'41
fv*
'04
I 1M
to%
4i
Jc Ue
71 -41,
N;-'; -K�- �A
w k-
-KCSI
Wt
.40P. 4 4
*VA
74
now
SMOR
REV-`
WMI WRIPPI,
MRAR-i 0,01
r JIM*"
lit
41 ,
i
m
"t
IWO
Noe
"Ph
4, 4;
N
41V
--i
'Ito,
A* 7_1
44SSNROMISH COUNTY
Property Account Summary
Account No.:
00463300900103
Alternate Property Number: 46330090010304
AccountType:
Real Property
TCA:
00227
Situs Address:
23814 84TH AVE W
EDMONDS, WA 98026
RdeE IV ED
Legal:
HANBURYS SOUND VIEW TIRS BLK
009 D-03 - S 70FT OF N11/2 LOT 1 & S 70FT OF E 55FT
OF N1/2 LOT 2
NOV - 4 2003
Parties:
nFyFtnPmFNT SERVICES CTR,
CITY OF EDMONUb
Role
Name & Address
Owner
JACKSON DONALD & NIKKI
23814 84TH AVE W
EDMONDS, WA 98020
Taxpayer
JACKSON DONALD & NIKKI
23814 84TH AVE W
EDMONDS, WA 98020
Property Values:
Value Name
2004
2003
2002
Taxable Value Regular
$170,700
$117,100
$117,100
Market Total
$170,700
$117,100
$117,100
Assessed Value
$170,700
$117,100
$117,100
Market Land
$130,000
$83,000
$83,000
Market Improvement
$40,700
$34,100
$34,100
Property Characteristics:
Tax Year Characteristic Value
2004- Use Code 111 Single Family Residence - Detached
Unit of Measure Acre(s)
Size 0.27
Exemptions:
(End of Report)
J
9,
Run: 10/27/2003 9:05:42 AM ASCO037 [Ascend30_prod] Page I
I APPRAISAL DATA
DEPUTY MONTH DAY YEAR REMARKS:
Je y
7j
ws
c
DWELLING
DATE
CONDITION EFFECTIVE
PER CENT
AGE
DPEPRECIATION
--- — - -------
4633-009-001-0304 02/08/71
7a c-h4oL,
23814 84TH W
EDMONDS, WA
----------------------------------------------
P 3e/ -i C T
-q 941"ll V, f " ?Sd:? �,
HIGHEST AND BEST USE VALUE
IMPROVED
UNIMPROVED
TIMBER ITOTAL' TOTAL
ACRES
VALUE
ACRES I VALUE 1
ACRES VALUE ACRES I AV
OTHER CONSTRUCTION
TYPE I DATE IENSION! S.F. I E qb N ET
CONDITION FACTOR*: VALL
AREA DEP. VALUE
BUILT CONST. FLOOR ROOF b] N
qllv�
eil I 1�1�
. . . . . ........... . . . ...........
m
o^Tc
_ FIwe°co
'
o^rs
PER CENT
UNFINISHED
DATE
o^rc
�
REMODELED
DATE
o^rcMOVED
� |
463 11-009-{}01-0304
02103171 000000
23814 - 84TH W
FDmONDSv WA
08020
Ly[ 2-4-7-50_�'»~ '3CHOOL
DISTRICT 15
HANBURY5 SOUND VTFW
TRS
BLK 009 D-03 -
70FT OF N1/2 LOT I
O 5 70FT OF E 55FT
����GRANTOR/SELLER
GRANTEE/ PURCHASER
ME
OTHER CONSTRUCTION
---------------------
49
is �
----------------
Fence line 71 .
- Parking Requirement as requested
841
10
26'
R E CT-- F%7 77
BUILDING DEPT.
54'
N
238N 84 th Ave V;
Main Street total lot SQ feet 12,800 +
...... ....... . ......... . .......... . .... . .......... I . . . . .........
Fwew addition F -T)itch loca
STREET FILE
Floor Plan
Don and Nildd Jackson
23814 W Ave W
Edmonds, WA. 98026
for
?�.i. 04,44tila
N :�
Existing-780sf Old Garage removed and new storage rooms added to garage space.
New. 200sf
Total- 980
Front of house
1 97 V
01cl ewroq ateA_ .
au CA_ a&Vgd�&
?W-+ WAA
. ewav -
. CITY OF EDMONDS
BUILDING DEPARTMENT
WORK..
ADDRESS
OWNER
APPROVED DATE:—.-.
CLOG, OFFICIAL
PERMIT NUMBER
APPLICANT COPY
f2 Y)
-Dal lO)/"a
--poomNd
UD
--Npooml\ / d 9 50 0) IL-
jr
YOM
ua
-vu,v4-*-a,no 00�1
0
W
A
CITY OF EDMONDS rj
DEVELOPMENT SERVICES DEPARTMENT
121 5TH AVENUE NORTH, EDMONDS, WA 98020 (206)771-0220
DETERMINATION OF LEGAL NONCONFORMING BUILDING 000
PROPERTY ADDRESS: 23814 84 TH Ave. W
TAX ACCOUNT PARCEL NUMBER: 00463300900103
LEGAL DESCRIPTION: HANBURYS SOUND VIEW TRS BLK 009 D-03 — S 70FT OF N1/2 LOT I & S 70FT OF E
55FT OF N1/2 LOT 2
It is hereby determined that pursuant to Chapter 17.40 of the Edmonds Community Development Code the property
identified above contains a nonconforming (check only one of the following):
USE BUILDING X (Attached Garage Converted to storage rooms) LOT
Description of legal nonconforming use, building, lot or sign (describe in detail): The owners of 23814 84 1h Ave. W.
have aDDlied for a buildin2 Dermit for removin2 an attached 2araLye and buildine an addition containine two storaae
rooms onto their house. The addition is located 4' away from the south (side) property line and thus does not meet the
required 7.5' side setback. The owner states that the addition is in the exact location of the old garage. The Edmonds
Community Development Code describes a nonconforming building as one which once met bulk zonin2 standards ... but
no lonur conforms to such standards due to the enactment of or amendment of the zoning ordinance of the city o
Edmonds or the application of such ordinance in the case of a structure annexed to the City (ECDC 17.40.020.) This
same section of the code states that an alteration to the non -conforming building that otherwise conforms to the
provisions of the zoninj! ordinance and does not expand any nonconforming aspect of the building shall be permitted.
The homeowner has subn-titted photographs that show the attached garage prior to reconstruction. The photographs
appear to show that this attached garage is in the precise location of the new addition. Snohon-dsh County Assessor
records for the home were also submitted that indicate that the garage was constructed in 1955. The dimensions given
for the garage on the records match the dimensions of the addition and a sketch shows the former footprint of the
attached garage in relation to the house. This also matches the layout of the new addition. The area where the
property is located was annexed to the City of Edmonds in 1994 and in 1955 was part of unincorporated Snohomish
County. Information from Snohomish County on file at the City indicates that in 1955, setbacks may not yet have been
required for this area. Sufficient evidence appears to have been presented to indicate that the addition constructed by
the homeowners was an alteration to an existing non -conforming structure which otherwise conformed to the provisions
of the zoning ordinance and did not expand any non -conforming aspect of the building.
This determination was made based on the following information and documentation: Snohon-dsh County Assessor's
Data that indicates orieffial home was constructed in aDDroximatelv 1942 and that 2arai!e was constructed in 1955 and
was approximately 13 X 19 and 247 sauare feet in area. (See Attachment 1). Photolvaphs of residence with former
eargae (See Attachment 2). Photo2raphs of house with new attached stora2e (See Attachment 3). Site plan showing
location of house w/ attached stora2e in relation to property lines (See Attachment 4). Floor plans showing layout of
house and storage and dimensions of attached storage (See Attachment 5).
Date Annexed: 1994 Date Constructed: 1955 (Attached Garaae)
This determination is made with the understanding that the status of the parcel may be altered by
amendments to the Edmonds Community Development Code (ECDC) adopted subsequent to the issuance of
the determination and provided that the City shall not be liable for damages for its action to amend the
ECDC affecting this determination. This determination shall be null and void if any activity, action, or
omission as list ed in ECDC Chapter 17.40 occurs which would terminate the nonconforming status. This
includes, but is not limited to, alteration to the nonconforming use, building, lot or sign not in accordance
with the requirements of the Edmonds Community Development Code, including required approvals and
permits.
List Attached Documents: Photographs of home with former attached garage, Photographs of house with
new addition, Snohomish County Assessor data for property, site plan and floor plans for addition,.
Owner of Record:
(NAME) (SIGNATURE) (DATE RECEIVED)
Issued by: CC-,-)+Ck-v Cc�rnj':?be-�l q-p-
(NAME) (TITLE)
e-4—x� - I Q .1 /t 1/0 �!�
(SIGNATURE) " (DATE)
Supervisor Concurrence: b c-- r -�-
E)
(SIGNATURE)
LegalNonconStructure.doc
NOT AUTHORIZED FOR RECORDING
.-VA
M."
..DATE RECEIVED I PERMIT EXPIRES
'USE > PERMIT
ZONE
CITY OF EDMONDS 5,�)' NUMBER
JOB S 1UITE/APT*n/
CONSTRUCTION PERMIT APPLICATION ADDRES
OWNER NAME/NAYE OF BUSINESS PLAT NAME/SUBDIVISION NO. LOT NO. LID NO.
MAILING ADDRESS LID FEE $
z TESCP Approved E3
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP Rw Permit Required a
:3 (13�/ A Street Use Permit Rsq'd [3
CITY EXISTING — PROPOSED Inspection Required 13
ZIP ITELEPHONE Sidewalk Required 13
S_ REQUIRED DEDICATION� FT Underground
I & Wiring required 13
NAME 70 METER SIZE LINE SIZE NO. OF FIXTURES PAV REQUIRED
YES 13 NO 13 W
ILI
ADDRESS REMARKS z
z
x OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
z
CITY ZIP TELEPHONE
ENGINEERING REVIEWED BY DATE
NAME
w ADDRESS
0 OKwuw5�,x7n—
A) DATE
Fiff RETf�j P_Y,—�
CITY ZIP TELEPHONE <)
0 ILL
u
7RIANCEORCU/! SHORELINEORADB# INSPECTION BOND
STATE LICENSE NUMBER EXPIRATION DATE CHECKED BY REQ'D POSTED
OYES., NO $
SEPA REVIEW SIGN AREA HEIG
Qj PROPERTY TAX ACCOUNT PARCEL NO. COMPLETE I EXEMPT ALLOWED PROPOSED ALLOWED , PROPOSED
0 1
cc) -7o EXP 4
1:1 NEW Cg-"RESIDENTIAL 1:1 PLUMBING I MECH LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (Fr.)
ALLOWED PROPOSED FRONT SIDE REAR FRONT R SIDE REAR
or 1 1 a
z 1�� � 1 4 "'
COMPLIANCE OR
ADDITION MERCIAL
El com Al z
1:1 CHANGE OF USE z
REMODE 'PARKING LOT AREA PLANNING REVIEWED BY DATE
MULTIFAMILY 1:1 SIGN REQ'D PROVIDED
FENCE
REPAIR GRADING CYDS 0 x _FT)
%
OTHER
DEMOLISH TANK
9 ',A� ry
GARAGE RETAINING WALL F:RE SPRINKLER 9
CARPORT ROCKERY F RE ALARM
ME r (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
L
rx CHECKED BY jTYPE.OF�CON9fRUCTION C OCCUPANT
GROUP
NUMBER NUMBER OF' CRITICAL 7�7
AREAS
DWELLING SPECIAL INSPECTION JAREA OCCUPART
0 STO S UNITS NUMRFR REQUIRED A) LOAD
OF RIE
DESCRIBE WORK TO BEk�NE YE
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D
7, )1
T &,(kz I,
71 11��, I UATION
=VAILL
61
ffOAI--�`Illh 64A .4 $
FEE Description FEE
'boo. j�xl, �,j, Description
_R[an Check State Surcharge
HEAT SOURCE GLAZING % LOT SLOPE %
0--ildinn Permit City Surcharge
PLAN CHECK NO: VESTED DATE
r Plumbing
THIS PERMIT AUTHORIZES ONLY THE I WORK NOTED. THIS PERMIT COVERS WORK TO Mechanical A14 lZs �:5
t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading P 1( �
SEPARATE PERMISSION. Engr. Review
LU PERMIT APPLICATION: ISO DAYS
CL PERMIT LIMIT I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
'7 C��L)
;N APPLICANT. ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit
NTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
it
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES. AND AGENTS FROM ANY AND Fire Inspection
cc Receipt #
.q ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY
X FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT BE
a Landscapelnsp. Total Amt. Due
-1 DEEMED TO MODIFY, WAIVE OR REDUCE ANYAEOUIREMENT OF ANY CITY ORDINANCE Zo 21
0 NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
Recording Fee Receipt #
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or his/her Deputy: and Fees are paid, and
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided.
WORKMEN'S 9!�LIPENSATION INSURANCE AND RCW 18.27.
OFFICIALS SIGNATURE DATE
Rq SOWNER OR AGENTI DATE S16NED
(425)
771-0220 '("FIELEASEES BY,," DATE
ATTE ITION EXT 1333
FUL TO(U§E OR OCCUPY A BUILDING OR STRUCTURE UNTIL I "k
IT IS UNLAW 0, ('�
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL -FILE YELLOW
-INSPECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER GOLD - ASSESSOR
04/02 PRF:-q-cz wARn . vni i ARI= MAKIMr. 15 r.f)PIF-q GREEN ACCOUNTING
Building Plan
2'3814 i94TH' MENiUE 'VEST, ED'MONDS, W-A 98026 2/10/99"
11"M
mcmt
4kr APR 2S MV)
PERMIT COUN"d,
rE.
xkj o C ay, k..� v,�- muvc d.
Plat Map
2361h
240th