20060184.pdfDAIERICIFIVIO
PERMIT EXPIRES
PEF(MIT
CITY OF EDMONDS NUMBER
CONSTRUCTION PERMIT APPLICATION JOB SUITE/APTU
ADDRESS
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LIT No
IL�AM U841110110. U. NO,
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MAILINGA DRESS 0, �,,�ej U. FEE S
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PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP0
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CITY ZIP TELEPHONE EXISTING PROPOSED 13
Eve REQUIRED DEDICATION FT
NAME YFIRVRE.UIREG
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t ADDRESS
REMARKS
OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
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INY
ITELEPIONE
NAME
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INS DATE
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2a.R>z)K 31-111
WIRE REVIEWED By DATE
CITY 29,
TELEPHO E
STATE LICENSE NUMBER NDATE
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VARIANCE OR CU
SHORELINE OR ADBb
INSPECTION
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TYPE Of IN)I`Rg
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NUMBER T�NUMB
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CONSULTANT
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OCCUPANT
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DESCRIBE WORK TO BE DONE
REQUIRE(D)IkYES
REMARKS
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FEE
Description I
FEE
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State Surcharge
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HEATNUR6E L101toPe VESTED DATE
—
rDescription
Solid'.. Par_"
CilySurcharge
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PLAN CHECK NO:
Plumbing
Base Fee
65-
e9 ZY'
Mechanical
919
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1101� —
7HI PERMIT AUTHORIZES ONLY THE WORK NOTED, THIS PERMIT COVERS WORK TO
t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC
Grading
71246-
2 DONMAIN [CURBS, SIDEWALKS. DRIVEWAYS, MARQUESS, ETC�j WILL REQUIRE
SEPARATE PERMISSION.
;�J-5,
PERMIT APPLICAT ON: SEE ECDC 19AO�005(A)(S)
Engr. ReView
Engr. Inspection
PERMIT L MIT SEE ECDC 19.00.005(A)(6)
See a ACK OF PINK PERMIT FOR MORE INFORMATION
'APPLICANT, ON BEHAL OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS
Fire ReView
Plan Chk, Deposit
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
El EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
t2i ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
Fire inspection
Receipt #
- —_ �L 75 7
/DNEME, A1'V.E0'R REDOC'i ANY'�'E'Q'UIR'CMeN"T'O'F."NY"C"T"Y^OROINAU'CE
To MODIFY W
1
Landscape I
T.t.tAnT.D.e
MIT IN ANY WA`1 CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION. -
Recording Fee
Receipt #
I HERE Y ACKNOWLEDGE THAT I HAVE READ THIS APPLICATIONi THAT THE NFORMATION
APPLICATION AP R VAL'
GIVEN IS CORRECT; AND THAT I AM THE OWNER� OR THE DULY AUTHORIZED AGENT OF
Th,� FbI . VnI,I �B,,.d by bb.
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC,
CALL
B,,IIbnq Offi—I 11 11,Wh,, D,p.ty: — F ... ... p,,d, ,d
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
A,,,bMdX,,J.b III—
WORK�EWS COMP�NSATI�N INSURANCE AND RCW i8�27.
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OF IALS SIGN RE
SIG DJA�71,G�NE.
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771-022�-
ft1IRIGINAL
ATTENTION
EXT. 1333
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI.
FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 I IBC110 I IRC110.
-FILE -
PINK -OWNER - GOLD . ASSESSOR
10104 PRESS HARD - YOU ARE MAKING 4 COPIES
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Zone "7,OD'+ - 0 1 D Corner WO Flag.U2
A 616 t'C Setback- Required Actual
SITE PLAN, LOT #
1VI'v",
*APPROVED BY PLANNING Front
Owner: Hillcrest Construction Co., Inc.
r-ova I fc�- Sides N
Everett, WA 98201 *grO EV—) ri ar r- W
4003 Nassau Place
-fby- &
Tax Parcel Nu VW- ryoy-ryl th I
Is 7
*be �jZ &,
611 0 4.' F[eight .7 6'
N W* 0
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Sit.Xdclress�
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Cot —Cove F—pervious area P
Tage SF: 1769 ILI
House SF: SR House I'-t -Z
S F. Overhangs 245 T,
F"
Lot SF: IRAN, ' -, 11
35% Allowed: 1710A5 S.F. DrivefWalk 585 Iji 1- 0101,
Under/Over 54.55 S.F. Total 5=5 —
Bench marK- I Op Or 7ewer manhole .01
SW corner of project = 191.26'
Reight C.I.-
NOTED
A APPHUv- Ao I i:
B by oaNEERING
<
C ALL EXP AY
C H
D I
7459
Total -2.
Average 186.4
2 owe 25.0 W U
211.4 cc
Max.Ht.Allowe
76
pe-clestyi Qn
4111 1 T� �<, W CL � il,' \Ara L)
Main Floor Elev..
Bldg, Heighi
Actual Height 211.48 Downspouts will be connected to storm
stub. Footing drains will also be con-
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z led to storm stub if grade allows,
1—,RADINGCALCS 91141ol and connection will be no less than .75'
2.$tWn Cut Area
Footing Elev. = �MK11'
below invert of footing drain line.
((AB)/2)-Footing Elev. 1.00
4.28 If grade precludes such connection,
((B+D)/2)-Footing Elev. then a sump will be provided.
((D+C)/2)-Footing Elev. 6.95
((C+A)/2)-Footing Elev. 3.68
Average Cut = 3.98 SCALE 1 INCH = 20 FT
olume 556500 R E C E I V E E)
Cubic Ycls.1--ii—T-1, JC�Tlwl PEW.',
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AID ADDRESS SIG14 I"IE01)"Irg
APPROVED -BY
SITE PLAN, LOT # WIN
Owner: Hillcrest Construction Co,, Inc.
4003 Nassau Place
Everett , WA 98201
Tax Parom 11 Number:
Site ddress:::
K
Im,erv'OF are i L I
Lot Covered r7 - - A& L- ITIGRtd� I
House SF: S.F. ou a SF: 1765 MATERI
35% Allowed: S. F. s 245 CH 4 1 0 'TIPP '01
L " MM Overhang 85
1710.45 S.R DrivelWalk 10
Under/Over 54.55 S.F. Total 2 -12 j.
Bench Mark- Top of sewer manhole 0
Height CaIcs SW corner of project = 191.26' it
A '0 k.
B
C ALL EXP
D' 1� I' FtECEIVED 2 DAY S
Total 745.90
Average 186.48 SEP 14 2007
25'Allowed 25.00
Max,HtAlowed 211,48 PERMIT cOUNTER
Main Floor
, ig'im LU
B I d g. e2eh
Actual Height 211.48 5ownspouts will be connected to storm
ucb� Footing drains will also be con-
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GRADING CALC9. a led to storm stub if grade allows,
Footing Elev. Cut Area and connection will be no less than .75'
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((A+B)/2)-Footing Elev. 1.00 0) below invert of footing drain line.
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((B+D)/2)-Footing Elev. 4.28 If grade precludes such connection,
((D+C)/2)-Footing Elev. 6 J5_ then a sump will be provided.
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P1 AX�PF
ION
Crn OFIMNOND%�%MIIN 5 D SCALE I INCH= 20 .-T
Cu Y py cONSTRUCTION PEW
RIGHT-OF-W REQUIRED 1..PPR0VED AS NOT4','
PIANS >/10-11/ PID INSPEC'T'ON ENGINEERING
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GARY HAAKENSON
CITY OF EDMONDS
MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-0221
WebSite: —VcLedmord$.--
DEVELOPMENT SERVICES DEPARTMENT
sql� Planning Building - Engineering
Sep. 17, 07
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Frontier Bank
PO Box 70
Edmonds, WA 98020
Re* Performance Frozen Fund Account #3320061687 for
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170 08 77"' P1 W - Window Seat Bay Window Encroachment
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To Whom it May Concern:
80
The City of Edmonds hereby authorizes the release $ 10,000.00 from the above referenced
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Performance Frozen Fund. All interested City departments have approved the release ofthe
Performance Frozen Fund.
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cc: Applicant, Mr. Wills; 17008 77"' PI W, Edmonds, WA 98026
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Incorporated August 11, 1890
Sister City - Hekinan, Japan
.777777��;
0006.90000
WSS/gjz
7/23/07
ORDINANCE NO. 3662
AN ORDINANCE OF THE CITY OF EDMONDS,
WASHINGTON, VACATING CERTAIN UNOPENED STREET
RIGHT OF WAY OF 77TH PLACE WEST LOCATED
ADJACENT TO 17008 - 77TH PLACE WEST AS DESCRIBED
HEREIN; ESTABLISHING THE TERMS OF VACATION, AND
FIXING A TIME WHEN THE SAME SHALL BECOME
EFFECTIVE.
WHEREAS, a public hearing was held on July 17, 2007; and
WHEREAS, at the conclusion of said public hearing, the Edmonds City Council
determined that:
A. Certain unopened street right of way located at 17008 - 77th Place West,
gton, shown on the attached Exhibit A is surplus to the needs ofthe City;
Edmonds, Washin
B. That the sum of One Thousand Four Hundred Dollars ($1,400.00)
represents an appropriate compensation to the public for the said right of way is approximately
one-half of the fair market value and is an amount offered to buy the applicant as consideration
for the vacation;
C. Said sum, while in excess of one-half of the appraisal provided in the
record is, in light of factors personal to the owner and the assessed valuation of the property, a
better indication of the fair market value of the tract to be vacated; and
D. No property will be landlocked by said vacation or otherwise deprived of
access, NOW, THEREFORE,
RF-vISION,
SEP 14 ZOW
ULALDING DEPARIWEW
orry OF EDMOND$
(WSS668831 WC;1100006.9000001)
THE CITY COUNCIL OF T14E CITY OF EDMONDS, WASHINGTON, DO
ORDAIN AS FOLLOWS:
Sectiont. Certain unopened right of way of 77th Place West, located adjacent to
17008 - 77th Place West, Edmonds, Washington, is hereby vacated. The tract to be vacated is
shown on the attached Exhibit A incorporated by this reference as fully as if herein set forth.
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Section 2. In consideration for said vacation, the applicant has paid the sum of
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One Thousand Four Hundred Dollars ($1,400.00) to the City, the receipt of which is hereby
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acknowledged. The City Clerk is accordingly authorized to record a copy of this ordinance of
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vacation in the land records of Snohomish County. 0
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Section 3. Effective Date. This ordinance, being an exercise of a power specifi- X M
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cally delegated to the City legislative body, is not subject to referendum, and shall take effect z
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five (5) days after passage and publication of an approved summary thereof consisting of the 55
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APPROVED: V5
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M A, Y RAG AAKENSON
ATTEST/AUTHENTICATED:
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CiTY CLERK, SANDRA S. CHASE :d
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APPROVED AS TO FORM:
OFFICE OF THE CITY ATTORNEY:
BY
W. SCOTT SNYDER
14 2.1107
WILDING DEPARTMENT
CM OF EDMONDq
(WSS668831.DOC;1/00006.900000/) -2-
FILED WITH THE CITY CLERK:
08/03/2007
PASSED BY THE CITY COUNCIL:
09/04/2007
PUBLISHED:
09/09/2007
EFFECTIVE DATE:
09/14/2007
ORDINANCE NO. 3662
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SEP 14 2007
allILDING DEPARTMERT
OlTy OF EDMONDS
(WSS668831.DOC-,ll00W6.90000G1)
-3-
0
SUMMARY OF ORDINANCE NO. 3662
of the City of Edmonds, Washington
On the 4th day of September, 2007, the City Council of the City of Edmonds,
passed Ordinance No. 3662. A summary of the content of said ordinance consisting of the title,
provides as follows:
AN ORDINANCE OF THE CITY OF EDMONDS, WASHINGTON, VACATING CERTAIN
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UNOPENED STREET RIGHT OF WAY OF 77TH PLACE WEST LOCATED ADJACENT
TO 17008 - 77TH PLACE WEST AS DESCRIBED HEREIN; ESTABLISHING THE TERMS
OF VACATION, AND FIXING A TIME WHEN THE SAME SHALL BECOME EFFECTIVE.
The full text ofthis Ordinance will be mailed upon request.
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CO) 4
2007.
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DATED this 5th day of September,
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CITY CLERK, SANDRA S. CHASE
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dUILDING DEPARTMEK�
CM OF rOMOND..
(WSS668831,DOC;1/00006,9000001) -4-
NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE
IT IS DUE TO THE QUAUTY OF THE DOCUMENT.
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CITY COPY
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SEP 14 2007
WILDING DEPAFiTM&n*
CITY OF MMOND�
i
Consuffing
Robert M. Pride, Inc. Engineer.
February 10, 20o6
Mr. Jon Kvernmo
Hillerest Construction Company
P, 0. Box 3121
RESUB
Everett, WA 98213
FEB 15 2006
Re: Geotechnical Revie-
Proposed Residences BUILDING DEPARTMENT
CITY OF EDMONDS
17001 to 17009 77th Place West
Edmonds, Washington
plan Check #05-566, 67, 73, 76, 77
Dear Mr. Kvernmo,
monds I have reviewed my prior reports prepared for the
As requested by the City of Ed ca 7th
five proposed residences on Lots 2,4,5, 6, and 7 in this subdivision lo tedalong7
Place West in Edmonds. Our geotechnical investigation performed on Lots 2 through 7
was summarized in the December 15th report, which will be submitted along with the
plans and specifications for obtaining residential permits on these lots.
The plans for the residential structures on each of the five lots were previously reviewed
and they were found to comply with the recommendations made in our geotechnical
report. Although Nelson Geotechnical was involved in the original platting of this
subdivision, we will be acting as the geotechnical engineer of record during construction
of the residences. Any field inspections that are required during site excavation/grading
and during foundation installations will be performed, and field memos will be
submitted for City review.
IndividualAo ement Forms for each lot will be signed and submitted along with this
final review letter.
Please call me if there are any questions.
Af.
Respectfully,
0
Robert M. Pride, P. E. 1 271
Principal Geotechnical Engineer
dist: (i) addressee 1.
rmp: HillcrestRes,t rmnEs
13203 Holmes Point Drive NE Kirkland, WA 98034
Phone: 425-814-3970 qYaMN672
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U.ec, 15 05 07.53p. ROBERT M PRIDE ING 425 814 51372 P.1
Consulting
Robert M. Pride, Inc. Engineer
December 15, 2005
Mr. Jon Kvcmmo
Ijillcrost ConSLrucIdon RESUB
P. 0. Box 3121
FEB 15 2006
Everett, WA 98213-1121
BUILDING DEPARTMENT
Re: Gcotechnical Investigation CITY OF EDMONDS
Proposed Residences — Lots 2and 4-7
17007 7711- Place West
Edmonds, Washington
RMP PrUjmt No. 05-352-01
Dear Mr. Kvernmo,
11 Ind geotechnical evaluation for
This Tcport presents the result$ of our Site eXplOr, tic,
in the Charlotte Garden development in Edmonds. The
five single family residences
-Lb of 171sL 6 t SW. It i
prope. ety is situated adjacent to Vh Place and just noi tree
understood that single family residences will be constructed On those lc`ts�
The purpose Of this investigation was to establish the natil ro of the Subiulface soil
Conditions that will provide support to the structures, and to provide recommendations
ary plans for these houses,
for the design and construction of the foundations. Prelimin:
show that minor Site grading will be requIredto establish building pad grades. USGS
estigation.
mapping for this area of Edmonds was used as a reference for this inv
I Conditions
,ti—te
Previous cileari ng and grading have been performed on this site, i n co n nection with the
overall six lot development, The access Street has been paved and utilities have been
insLailed to serve the residential lot.-. Observations of the ground conditions indicate
that fill has been placed over most of the lots to create the existing grades that Slope
generally toward the northeasi..
Asteep slope descends down toward the eastedy si(le or Lh is development arid there is a
Lot *6. Mir, slope on the easterly side of the plat is heavily
designated wetland west of
covered with vines and native shrubs, and there are some mature trees located on this
native IV2 11:1v slope. Observations of this slope showed no evidence of gross failures
or inswbility that would affect the. proposed construction.
S 'nondsi
According to Minard (USG — 1983) this area of Ed) S Underlain by glacial till
(QvL) and advanced outwash do -posits (Qv-1). Seven exploratory trenches were dug in
tile area of the proposed residences to confirm t.be presence of fill soils and to Classify
---�.-1132031.101mo�Foitl)fiveNE Ki0,Iand,wA1HM34 Fax: QfW4-5672
Phone: 42"14-3970
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�ec 15 05 07:5.3p ROBERT M PRIDE ING 425 814 5672 P.2
1)CComber 15, q-00.5
Mr. Jon Kvernnio
Page 2
oft fill soils ant] organic to
the underlying native solls. 'the Lest pits encountered s s
of two feet and there was obvious construction debris ant] Lree remnants that
depths Ity sands that
were buried in the fill. Below the. fill were topsoil and medium dense si
were catego6wd as weathered till.
A majority of the fill material on this plat is located oil Lots 6 and 7 that are oil the
westerly side ofthe property. up toseven feet ofsoftand loose fill with organics, nd
debris were encountered on ToL #7. Lots 2 through 6 had rill and disturbed soils tba L
ranged from 1 toaq much as 4 feet as disclosed by 1he test pits. GroundwatorswPage
was not encountered in any of the exploratory test pits. Summary logs of these test pits
are. shown on Appendix A and their locations are shown oil Drawing No. I.
_QmkLechnical -Recommendations
ce
Onthe basis of our site inspection and subsn l-face exploration, the proposed re. idea
dthroughtheflil andbearonthe medium
foundations for Lots 2 through 6 must exten - d range from --, to as
dense to dense native silt
y san&-. yooLipg depths are expeeLe to
ative soils. An allowable soil bearing value
junell as 5 feet to bear on the undisturbeA n, 1 minimum
of,->000 psfmay be used inthe design ofthese footing$ that should have
of W inches below final exterior grade, rrhis value may he increasedby 1/3 to
depth rt - 0 Pcf
account for temporary seismic or wind loading,-. Api q
s. ive ea h pressure of 00
may be used to resist lateral forces.
Where fill soils exceed a depth of;lhout five feet on Iot #7, it is recommended that the
bearing wall footings be supported on driven pipe piles either 3 Or 4. inches in diameter.
ell to refusal into the
These �ilus should be Schedule 8o galvanized pi pe that are driv
define(] as less than one inch of penetratio n uvt �r a period of
native tillsoils. Refusal is 850#p1leumatichammer. Lach pile
30 and 15 second-, respeciively using a 4,50# 01
may be loaded up to 8 and 20 Lolls, respectively for worldng capacitY�
Where pipe piles arelised for foundation support they should be connected with
- also provide. support for the concreteslabs. If the upper fill
concrete grade beams that
soils are compacted with a vibratory roller to a depth oftwo feet, the floor slabs can be
poured ontho compacted fill. some interior slab settlement can be expected where the
depth of fill exceeds three feet.
Some excavation wfl I be required to establish the building pad for the residence
folindations. Excavated soils should not be used for structural fill under the residence,
but maybe placed inlandseape' IT('.IS or hauled offske. Nornialerosioncontrol
procedures should be in place for construction of this residence in the coming winter
months.
site drainage iluprOvements will i nclude the installatiOl-4 of footing subd rains,area
Fax: 425-814-5672
Phone: 42."14-3970
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D�ec 15 05 07:53p, R OBERT M PRIDE INC 425 814 5672 P.3
December 1.5, 2005
MrAon Kvermno
Page 3
drains and roofdown drains. Discharge Ofthese drains should be, into the existing
storm water system installed as part of the street imprOveynents.
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Construction monitoring and consultation services should also be provided to Verify a
subsurface condiLions are similar to those described in Lbis report. Should conditions be
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frorn the anticipated subsurface profil , w - will
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roveoled during construction that vary
evaluate Lliose conditions and prnvide alternative recommendations where appropriate.
The conclusions and recommendations presented in this report are based on I) our
on this site, �-) confirmation of the actual
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interpretatio u and evaluation of soil conditions
suhqurface conditions encountered during construct ion, andj) the assumption that
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sufficient observation and tesiting will be performed during the app ropriate phases of
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the work.
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our findings and recommend ations in this report were prepared in accordance w1Lh
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geDera By accepted princip14 n of geote6nical engineerm g as priltificed in Lhe Puget
Sound area at the time our work was performed. We. make no warranLy, eiffier express
or implied.
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Please call me if there are, any (11 je.c;Lions Or YOU Wish to discuss this report in greaLer
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detail.
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'pe -tfully,
'N"A'
MCI)
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RoberL M. Pride, P. E.
principalGeotechnicalEngi er
1 6271
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(list; (2) Addiessee
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Fax: 425-814-5672
Phonv 425-8144-WO
Dee 15 05 07:53R ROBERT M PRIDE ING 425 814 5672 p.4
APPENDIX A
Summary Logs of Test Pits
Test Pit No. 1 -Lot 7
0.0 - 4.0ft FILL: Silty sand; gray brown, soft, very moist: with organics;
4.0 - 5.0 It NATIVE SOIL: Silty sand and sandy slit; brown, moist, medium dense;
Test Pit No. 2 -Lot 7
moist; with
o.o - 6.0ft FILL: Silty sand and sandy silt; gray brown, SOft, Very
ied tree branch and roots;
organics and concrete debris; bur
6.0 - 7.Oft NATIVE SOIL: Silty sand: brown, moist, medium dense to dense;
Test Pit No. 3 - Lot 7.
soft; with
0.0 - 7.Oft FILL�. Silty sand and Sandy silt; gray brown, very moist,
organics and roots;
moist, medium dense; no
7.0 - 7.5ft NATIVE SOIL: silty sand; brown,
groundwater;
Test Pit No. 4 - Lot 2
0,0 - 1.0ft FILL: Topsoil; Silty sand and sandy silt; brown, very moist, soft;
moist, medium dense; no groundwater;
1.0 - 4.oft NATIVE SOIL: Silty sand; brown
Test Pit No 5 - Lot 3
)ist, soft and loose;
0.0 - 2.oft FILL: Silty sand: brown, very mc moist, medium dense: no
2.0 - 3.0rft NATIVE SOIL: Silty sand; brown,
groundwater;
Test Pit No. 6 - Lot 4
0.0 - 1 �Oft FILL: silty sand; brown, moist, loose;
1.0 - 2.6ft NATIVE SOIL: Silty sand; brown, moist, medium dense;
Test Pit No, 7 - Lot 6
0.0 - 3.Oft FILL: Silty sand; gray brown, very moist, loose;
3.0 - 4.0ft NATIVE SOU. Silty sand; brown, moist, medium dense;
Teat Pit No. 8 - Lot 6
0.0 - 4.Oft FILL: silty sand; brown, very moist, loose;
4.0 - 5-Oft NATIVE SOIL: Silty sand; brown, Moist, medium dense:
---I .. 3 A,,,rn.. -ran, Dme F 'Rimnd, WA 987034 Fax; 425-814-6672
PhanR: 426-814-3970
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6ea 15 05 07:54P ROBERT M PRIDE ING 425 814 5672 P.5
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Ref. plot Map for Charlotte Gardens
SITE PLAN
S-362-0i
Pr Charlotle Garden
lace SW and 171' Street Dr3W1rQ No,
F , ri
dmonds. Washington consultin 'nee
RD M. 1paide. Inc.
Page I of 1
Graf, Jeannine
From: dkwills@msn.com
Sent: Tuesday, December 05, 2006 11:07 AM
To: Graf, Jeannine
Subject: Charolette Gardens lot 7
Jeannine.
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I was very disheartened to hear back from Jon Kvernmo about his meeting Friday at the city
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where he discussed a couple of issues regarding my new home. Both Jon and I have been trying
diligently to come up with some solutions that would keep the integrity of the house as it
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currently is, the response from you and your staff has been somewhat disappointing.
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4 We proposed to install, a fireplace into the window seating space in order to comply with the
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planning and building codes for Edmonds. While this was okay it was then stated that we needed
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to remove the other fireplace and a 6" protrusion. I do not see how this can apply, nowhere do I
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read that what we have proposed is not allowed. Please provide your position and backup so that
is thinking.
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I may digest what the city
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Thank you.
Don Wills
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Edmonds, WA 98026
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206-409-7250
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12/5/2006
CITY OF EDMONDS
DEVELOPMENT SERVICES DEPARTMENT
121 5th Avenue North, Edmonds, WA 98020
(425) 771-0220
ORDER TO CORRECT VIOLATION
Location of Violation (Address and Tax Account Parcel No)L.Hillcrest Homes& Don Wills@
17008 77" Place West. Edmonds, WA 98026 Tax Account Parcel No. 27040700100400 ..........
IssuedTo: Jon Kvernmo,Ijillcrest Homes Contractor of Record for Buildin Permii#2006-0184
associated with.this property and Don Wills, new Property Owner.
Address Of Person This Order Is Issued To: POB 3121 Everett, WA 98213 & 17008 77"' Place
West, Edmonds, WA 98026
Code Section Violated% Edmonds Community Development Code Chapter 20.35.030A & 20.35.040B.
Description of Violation: Cantilevered exterior wall with window en aching into minimum required
setback distance on North side of house.
Corrective Action Required: 1) Obtain building permit and remove the cantilvered exterior all on
the north side of the house that encroaches into the required setback and obtain all required ino ctions
including final inMection. Note, in order to obtain a permit,a, revised 'as -built' site plan shall.
Muired as well as a framing plan and elevation view, OR, 2) Make comRIete 4polication (with Muired
gpplication fees) for a variance.
Correction is Required no later than: 5:00pm _(time) ate)
If correction is not made by the date and time specified in the Order, a Notice of
Civil Violation shall be issued. The Notice of Civil Violation shall assess fines of
$100.00 per day, or portion of a day, during which the violation continues.
Date Posted: Date Mailed: November 20,2006 Date Served November 17, 2006
Issuing Party Jeannine L. -Graf Title Building Official
Signature
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11/17/2oes 14:37 425-742-5639 MARLENE SCIALDONE PAGE 02
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AddendunAnvndmM to P 9 8
Addendum
The following is part of the Purchase & Sale Agreement dated 2006-
between Wills rBuyee)
and Hillorest Construction ("Seller")
Concerning: 1700B.77' Pl. W. Edmonds. WA. 98026 (CG #ZL_('the Properv).
IT IS AGREED BETWEEN THE SELLER AND BUYER AS FOLLOWS:
Hillcrest Construction, Inc. & Don & Teresa Wills agree that $10,000.00 of seller's proceeds
ow seat encroachment P
shall be h��per the City of Edmonds to bond around a Wrid
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Agent (Company) Prudential Nqfflrm
,9-P,wlty Associates, L.L.Q . ..... by: Marlene Scialdone
All other terms and conditions of said agreement remain unchanged.
INITIALS: 13UYER tQ&F— — BUYER _ SELLE4R— SELUER_
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RECEIVED
APR 18 2006
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
��.Apr 05 OG 02:2Sp ROBERT M PRIDE INC 425 814 51372 P.2
MCDMLL PILE KING PA�F 02/02
*DoWl IM Pile KM9, Inc.
PILE LOG
rustomer Name: micrest construction
projeot Job/Name: ot 7 New Foundation
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job AddreSS; 170081 7r71' mQn s
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pile Size/Gmde: 4- GaWsn.mOd Schedt FTU hammer . JS-:j2-5
using 1
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.3 CyCles, of less an 1- in Total LF: �6210
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pIN (PIPE) FILE FOUNDATIONS RETAINING WALL$'MANTA RAY ANCHORS I ;;-LOc MY' SHEETPILE
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I)EVELOpmENT SERvICE5 CTR.
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MUC—RESTCONSTRUCTION CO.
FOOTING LOCATION
LOT 7, CHARLOM GARDENS
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MVICES CTR.
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