20060228.pdfDATE RECEIVED
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FPERMIT EXPIRES 3jZZk
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CITY OF EDMONDS
PERMIT
NUMBER CX0 �0 — ocz� F_
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ADORI _700"?
CONSTRUCTION PERMIT APPLICATION
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OWNER NAMEINAME OF SUSIN
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THIS PERMIT AUTHORIZES ON THE WORK NOTED. fHjS PERMIT COVERS WORK TO
I-- BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC
2— DONMAIN (CURB% Sloe.LKS, DRIVEWAYS. MARQUEES, ETC,) WILL REQUIRE
Grading
S EPARATE PERMISSION.
PERMIT APPLICATION: SEE ECDC 19.00.005(A)(5)
Engn Review
Eng� inspection
PER MIT LIMIT. SEE ECDC 19.00BOS(A)(6)
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
-APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSORS Fire Review PlanChk.Deposit
IN N.1Ng1S.T =S TO INDEMNIFY, DEFEND AND .01. FIAR.LE�s TH. CITY OF
'oM ON. ITS OFFICIALS. EMPLOYEES. AN. AGENTS FROM ANY AND Fire inspection R 'P I'
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AL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLYOR INDIRECTLY
M THE ISSUANCE OF TH S PERMIT. ISSUANCE OF THIS PERMIT $HALL NOT BE T 'a, Am. us
FR M THE ISSUANCE OF TH Y c Total Amt. Due
DEOEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CIT ORDINAN" Landscapensp.
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PROVIS
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NOR LIMIT IN ANY WAY THE CITY�S ABILITY TO ENFORCE ANY ORDINANCE LION Recording Fee R,ipl III
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I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION
GWEN IS CORRECT, AND THAT I AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF TPK, ... onorX, ._.P.,!PPROVAL
THE OWNER I AGRE TO COM PLY WITH CITY AND STATE LAWS REGULATING CONSTRUC, CALL BvId,nq Offi-I or orXIBIT DOPUIY od F or. orrd, �.d
now AND I DOING THE WORK AUTHORIZED THEREBY NO PERSON WILL BE EMPLOYED
0 pr 11 1CX11M1d91d 11 NIIII P-1d,d
IN VIOLATION OF THE LAS R CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION
WCHKJfN'S ��NSATIONMSURBMNCE AND Hew 1817. FFI I LS,$,IGNATU D TE
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IW�OR NT': DATE S)6NED / —
LAR (1 (425) /
t64 ±13 0 771 -0226-- - L BE.
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- (JMG�AL -FILE 4OW - INSPEICTOR
PIN - OWNER Lo . ASSESSOR
FICATE OF OCCUPANCY HAS BEEN GRANTED. USC109 I IBC110 I IRC110. gtv
IBI04 PRESS HARD - YOU ARE MAKING 4 COPIES
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SITE PLAN, LOT # MEWALK 7,DD4 - Io
Owner: Hillorest construction co,, Inc. CtG FCOT— e ......
Required
CKS
4003 Nassau Place �,r Uac
Everett, wA 9820`1 S*
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35% Allowed:' S.F rve a
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Bench Mark- Top of sewer manhole SW corner of project V^k; �15
11 " I I WATE .& SEWER
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MOMM-M - 220 EXT,13:
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Total �e 6,;6 -+e(D BE COVERED WITHIN 2 DAYS
Average to (0
MaX.HtAlloweo
25'Allowed 25
M�h Flo., Etv
Bldg. Heigh'- I&Aiiij i;tpin*M:i;/appr��tocess i hall be
Actual Height 219.32 t all
interpreted as owing or permitting the
maintenance of any curnintly existing illel al,
nonconforming or un
GRADING CALCS, ninitted'building, dructur
or site condition whi is outside the scopT of the
Elev Cut Area
'00 ., 1.11 P , 1� "I , li I regardless of whether kch
((A+B)/2).Footing Elev, -�;7_ 1 _. Mit app cation,
((B+D)/2)-Footing Elev. 5.735 ruildinj structure or condition is shown on the
site plan or drawing. Such building, structure or
-Footing Elev. 7.485 condition may be
((D+C)/2)
2.86
((C+A)/2)-Footing Elev. roament
volume 4.2975 -t
Average Cut = > -
601615 U DEC 012006
Cubl.Yds.��J=,:� To jq�.-76— - -
gtd 0 "UILDING DEMATMENT
017YOF FOM.NDS
Dow CITY
— 0 storm
spouts Will be ,,, 7ne7t,—d 4f L 4�J,
II also to storm
sfub, Footing drains w! be c.n.
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land connection will be no less than .75'
below invert of footing drain line. lip CH 20 FT
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if grade precludes such connection, 24 R. WO
then a sump Willi be rovided
FOR I VM; I M. A
WERI CON I
FAnRION CONTROL AND DRAINWE 6.�
Mar 27 OG 05:30p ROBERT M PRIDE INC 425 814 5G72 P.1
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APR 18 2006 Robert A Prirle, Inc. Consultingliniincer x If
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
Height Calculation Worksheet
Date 61 (f
Permit NumberOk CX)G 0,)459
Address 1-7009
lnspector___M� -
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M PRIUL INI; 42,, (114 5672 P.
De'-.28 65 09118P ROBERT
Consulting
Engineer
Robert M. Pride, Inc.
December 28, 2005
Mr. Jon
Hillcrkst construction
P. 0. Box 3r2A
Everett, WA 98913-1121
Re: Geotedinical 1"Ve-S68260n,
Proposed Residences - Lots 3 - 6
7'2'h Place West
E(knonds, Washington
RMP Project No. 05-3,52-01
Dear Mr. Kvernmo,
equest I have. reviewed t he pla ns fo r the propo S0d ,.,I ngle fam By res iderices to b0
Atyourr
W tin
constructed on N)ts 3 through 6 in the Charlotte Gardens plat on 7711, Place es
Ednionds. These res:iderices have been sit M. within the building setbaelc limit-, as shown
on the drawings by Home Design.
Based oil my Site inspix-limis and geotedinical evaluation as discussed in my December
2"d and i5,h reports, these structures can be constructed at their proposed locations
without any impact on the aidjacont Steep slope areas. Minimum SJOpesetback distanceq
from the face of the slope to the exterior foundation waUsis it least is feet on LoL.3, 30
feet On Lot 4,35 feet on Lot s and 35 feet on Lot 6. in my opinion these setback
distances are satisfactory for the site and subsur-Face conditions on these properties, and
they v%riflsatisfy the requirements of ECDC o�>3.8o and 2,'4.4o.
Please call me if therearcany questions regarding this qubrniUal.
b( rt M. Pride P E
Principal
Geotee nical En r
RESUB
di& Addressee
�9
- JAN 19 2006
rmp: Hill'..'r-nPlata
BUILDING DEPARTMENT
CITY OF EDMONDS
CITY COPY
PhOne: 42"14�3970 "It"I P1111 611- 11 1,11and, INA 98034
Fax: 426-814-5672.
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DOC-R'8 05 051 top* ROBERT M
Consulting
Engineer
Robert M. Pride, Inc.
December 28, 200-5
Mr. Jon Kvcrnn1O
,t CollstruCtion
P. (). BOX 3121
Everett, WA 98213-1121
Re: Geoteelmical WvOstig2tion
Proposed Residences - Lots 3 - 6
77h Place West.
Edmund.-,, Washington
RMP Project No. 05-3,52-01
Dear Mr. KvOrnmO:,
iden
Atyour request I have revicwed the plans fOrthe proposed ginglef—HY res ce6 to bc
constructed or) I /,)tS 3 th rough 6 in the Charlotte Gardens plat or, -7,,A Place West in
Edmonds. These residenees have been qited within the building setback limits as shown
on the drawing,.; by Home Design.
Based on my site inspecLions and geotechnical evaluationas discussed in my December
�-W andI5,h reports, these sauevares cAn he constructed at their proposed lec�rtions
tback distances
without any impact on the adjacentsteepslope areas. MiniratunslopeSC
%t eet on LoL.1, 30
from the face of the slope to the exterior foundation walls is it lea. 10
feet on Lot 4, s5 feet on Lot s and 3s feet on Lot 6. in my opinion these setback
distances are satisfactory for the site. and subsurface conditions on these properties, and
they will satisf
y the requirements of ECDC #��3.8o and 2i.4o.
Please call me if there, are any question.,, regarding this submilial.
Respectfully,
�-rtMPrid�e.".
2
Principal Geote i En r
dist: (-,,) Addressee.
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rinp: Ht11cre-qrP1nt2
1326S �Hofmes PointiYrive �ME Wr�lclandWA 9863�4
PhOnO: 42"14,3970 Fax: 426-014-5672
P.O. Box 3121
HILLCREST
Everett, Washington 98213=1121
CONSTRUCTION Co.,
Office: (425)259-2775 Mobile: (425)870-1178
INC.
Fax: (425)259-0799
E-mail: jonkvernmo@verizon.net
Fax
To: Dave Gebert, Engineering
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From: Jon Kvemmo C .0
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NOV 0 3 2006
M.
Date: 11/3/06 DEVELOPMENT SERVICES
CITY OF EDMONDS CTR.
Re: Charlotte Gardens Lot 2 — Permit #2006-0228 m
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17009 77" Place West 0
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Mr. Gebert, M
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We have been in the process of building six new homes on Lots 2-7 of the Charlotte Gardens
plat for several months. In preparing for permit application and construction, we used the
utmost care to comply with the Edmonds height restriction and design criteria when
calculating the placement of these homes.
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In spite of our careful calculations, the left hand side of the driveway on lot 2 will exceed the
normal 15% grade maximum. It will in fact be just under 20%. m M
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We are asking for a variance to allow this driveway to exceed the 15% slope maximum. 0
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Please call me as soon as possible if you have any questions regarding this matter.
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Respectfully,
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Jon Kvemmo z
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Page I
Robert M. Pride, LLC
Engineer
October 24, 2oo6
Mr. Jon l(vermno
Hillcrest Construction
P. 0. Box 3121
Everett, WA 98213-1121
Re: Final Inspection Report
RECEIVED
Single Family Residence
17009 77th Place West — Lot 2
NOV 0 3 2006
Edmonds, Washington
DEVELOPMENT SERVICES CTR.
RMP Project No. 05-125-01
CITY OF EDMONDS
Dear Mr. Kvernmo,
This report presents the results of our site inspections and field observations made
during construction of the single family residence at 17009 771h Place West in Edmonds.
Following our final plan review and onsite pre -construction meeting, we performed
periodic site inspections that included the following:
Erosion Control — this site is on a gentle hillside development that is protected by
heavy native shrubs and mature trees on the descending slope area to the east; a
silt fence was placed along the east side of the building pad area to control storm
water runoff and to prevent siltation on the adjacent slope; no erosion or siltation
problems occurred during site excavation and foundation construction on this
site; final landscape planting will provide permanent erosion control for this site.
Observe and Monitor Excavation — a temporary slope cut was made around the
southeast and southwest sides of the residence building pad; these cut slopes
exposed medium dense silty sands and silts that stood near vertically during the
installation of the side and rear retaining walls of the house; no caving or
sloughing occurred during construction;
o Foundation Installation —the foundations consisted of continuous bearing wall
footings for the house and garage; exposed soils in the footing,trenches consisted
of medium dense to dense silty sands and stiff silts; the entire building pad was in
native soils; the recommended bearing value Of 2000 psf was confirmed by site
inspection;
Subdrains— Perimeter subdrains were installed around the house and garage
foundations, and they were embedded in drain rock and covered with geofilter
material;
Phone: 425-814-3970 13203 Holmes Point Drive NE Kirkland, WA 98034 Fax: 425-814-5672
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October 24, 2oo6
Mr. Jon Kvernmo
Page 2
On the basis of our field inspections, it is my opinion that the areas requiring special
inspection were satisfactorily completed in accordance with the plans and project
wall footings were constructed in a
specifications. The site excavation and the bearing
workmanlike manner and were approved as constructed.
Please call me if there are any questions. z
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Respectfully,
M.
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13203 Holmes Point Drive NE Kirkland, INA 98034
Phone: 425-814-3970 Fax: 425-814-5672
7`77777
Permit Inspection Details
Permit: BLD20060228
RERMITTPI,��
1061;- t-E'rosi6ri,Cntrol/W6biliz�i�o�n-��
C6,
03/20/2007 Siblel 0
Y
Total Time:
0
1013-E-Storm,Tightline
complete? � "
y
03120/�007 Siblel 0
y
Total Time:
0
1015-,E-Storrin-DetentionSysie,
Complete?
y
03/2012007 Sibrel 0
Y
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Total Time:
0
1017 w'E-Footinq l3rain Connection
ete?,
Y�'
0
0312012007 Sibrel 0
y
Total Time:
0
On �t�sewerlathitra I 1/maininsip, ad 0
co n' i let ?
612012007 Sibrel 0
Y
0 IT
Total Time:
0
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11034��&�attdrservlce Lino.,
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0
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06115/2006 ed 20 Ok to '6ackfil Need ground @ Inse & meter
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03/2012007 Sibrel 0
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20
to
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11/20/2006 Hmkin. 30 ok to gmat Engineering final
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Total Time:
30
4
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1166,-B�Sqkbacks �j
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0 . 3 1 13 1 1 1 12 . 0 0 1 6 MS, j6" SETBACKS APPROVED PER STRUNG PROPERTY LINES
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03/31/2066 MS 20 FOOTINGS APPROVED
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N/12i2006 MS 20 FOUNDATION APPROVED
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Total Time:
20
XI
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FirstFloor,Frant ng�
04/2412006 MS 20 FIRST FLOOR FRAMING APPROVED
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Total Time:
20
1126-B-pl6mblitough'In
'Complilie
06120/2006 MS 20 ROUGH IN PLUMBING APPROVED
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Total Time:
20
1128 - B-Gas Test/Pipe
co . . .
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06/20/2006 MS 20 GAS TEST AND GAS PIPING APPROVED
y
Total Time:
20
1132 - S-Exterlor Sheathing
Complete?
y
0511512006 MS 20 EXTERIOR SHEATHING APPROVED
y
Total Time:
20
1136 ; B;Shear Nailing
06/26/2006 MS 20 SHEAR A�PPROVE'D�
y
Total Time:
20
1140 - B-Height Verification.
coroplete?
Y
6/23/2009 11:46:44 AM
Page I of 2
06/26/2006 MS 15 HEIGHT APPROVED
y
Total Time: is
01142 B Fir ami
06126/2006 MS 25 CORRECTION NOTICE WRITTEN
N
06/2812006 Snook 25 APPROVED
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Total Time: 50
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06/2812006 MS 20 WALL INSULATION APPROVED
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06128/2006 MS R
Total Time: 20
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6�if�/2006 MS 15 SHEETROCK APPROVED
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0312112007 '6nock 25 APPROVED
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Page 2 of 2
City offo W) Z is
Certptate ofoccu
pawy
DEPARTMENT OF BUILDINGS
PER INTERNATIONAL RESIDENTIAL CODE SECTION R110
AT:- 17006 77" Place W Building Permit #: 2006.0 8
Dwelling Units:
occupancy established by this certificate: R3
VB
No. Stories: 2 Basement: NIA Type of Construction:
Owner of building:
The Sinale Family Resid nce at 170094*" PI W has been Inspected and approved complying with the requirements
of the 2003 edition of the International Residential Code as adopted by the City for the group and division of occupancy and the use for which
the proposed occupancy is classified.
Issued this 21" day of March, 2007
Chief Building Official
By:_
Any change of occupancy or use requires a building permit and a now Certificate ofOccupancy Issued bythe City of Edmonds Building Official.
Ile—
RECORD OF INSPECTIONS
INSPECTOR DATE APPROVED
. . . ................
FOUNDATION:
Footing ..................
wall...................
Pier/Porch .................
Retaining Wall
Stab Insulation ..........
PLUMBING:
Underground .............
la�
Rough -in ..........
Commercial Final
HEATING:
Gas Test .............
—01,6
Gas Piping .................
Equipment . ................
Commercial Final
EXTERIOR SHEATHING
5-
NAILING ..............
0
FRAMING
4—&4— 66
FIRST FLOOR FRAMING
. . ...........
INSULATION ...........
Floor Insulation
Wall Insulation
Ceiling Insulation
SHEETROCK NAILING
SPECIAL INSPECTION
MISCELLANEOUS ..........
FINAL APPROVAL FOR
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