21607 96TH AVE W (2).PDFiiiiiiiiiiii
9414
21607 96TH AVE W
0. 16
ADDRESS: c;2/&0-7 11-W— OJ,
TAX ACCOUNT/PARCEL NUMBER: 3—?c3(.,o COD OC701
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS:- Iq DETERMINATION: []Conditional Waiver E] Study Require�XWaiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DA
PARKING AGREEMENTS DA
EASEMENT(S) RECORDED
PERMITS
PLANNING DATA CHECKLIST DATED: 161
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORTPLAT
SIDE SEWER AS BUILT DA
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DA
LED #: q4e
LOT: BLOCK:
LATEMP\DS'rs\Fonns\Street File Checklist.doc
OV E DV
Al
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS,WA 98020
PHONE: (425) 771-0220 - FAX: (425) 771-0221
?'CO
*PERMIT MUST BE POSTED ON JOBSITE*
STATUS: ISSUED ENG20070416
SIDE SEWER PERMIT (I -Single Family)
Permit Number: ENG20070416 Expiration Date: 9/13/2008
Job Address: 21607 96TH AVE W, EDMONDS
KEN & RANI KETT EL HOMEOWNER
22208 66TH AVE W
MOUNTLAKE, WA 98043 1
LICENSE #: EXP:
CRINDER PUMP
I NN PROPOSE TO REUSE SIDE SEWER
7 REPAIR N PROPOSE TO REUSE LATERAL LID NUMBER -
siDES:EWERTNSTALLATION
W 11,
F-A,S ENIENTIN FOWNIATION
• PROJECT CROSSES OTHER PRIVATE PROPERTY
• IVERIFICATION OF RECORDED EASEMENTS COMPLETE
IADEMAIITY- The Applicant has signed an application which states helshe holds the City qfEdmonds harmlessfrom injuries,
damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City ofEdmonds or
any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and
allorneyfees by reason ofgranting this permit.
CALL DLAILA-DIG (1 -800-424-5555) BEFORE ANY EXCAVATION
CALL FOR INSPECTION (425) 771-0220 EXT. 1326
24 H 0 UR NO TIC E REQ U [RED FO R ALL INS PECTIO N REQ UESTS
11-IIS A PPLICATION IS NOT A PERMTUNTIL SIGNED BY THE CITY ENGINEER OR HISMERDEPUTY: AND FEES ARE PAID. AND RECEIPT IS ACKNOWLEDGED IN
SPACE PROVIDED.
RELEASED BY
�i'VRERFH
Thursday. Sewember I
FILE COPY INSPECTORCOPY 0 APPLICANTCOPY
STATUS: ISSUED
ENG20070416
• Refer to City of Edmonds Side Sewer Information handout for approved pipe materials, inspections and other requirements.
• A 6" cleanout with 12" locking cast iron lamphole cover is required at the property line.
• Maintain 10'separation between the sanitary side sewer and the water service line.
• Condition of the e7dsting lateral to be verified by the City's Public Works Dept. to obtain approval for reuse. Contact Edmonds
Sewer Div is ion at 425-771-0235.
• Condition of the e)dsting sanitary side sewer to be verified prior to obtaining approval for reuse. TV inspection required. Video
to be submitted to City for review.
INSPECTIONS
• ESanitary Side Sewer Inspection
• E-Engineefing Final
PARTIAL INSPECTION DATE: IMTIAL: NOTES:
PARTIAL INSPECTION DATE: IMTIAL: NOTES:
FINAL INSPECTION APPROVED DATE: IMTIAL:
#P20 CA File No:
Critical Areas Checklist
Site Information (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location: -7
2. Property Tax Account Number: 0 0 3 -7 3 o o '7 o o -7 o
3. Approximate Site Size (acres or square feet):. / q, q 'ie '&�- 2-
4. Is this site currently developed? !,:!�yes; _ no.
If yes; how is site developed? S: Lf 5. e-
5. Describe the general site topography. Check all that apply.
w.,
L-___-Flat: less than 5-feet elevation change ov e*r entire site.
Rolling: slopes on site generally less than 15% (a'vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopd�W; present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: A.^,o Approx. Depth:
7. Site contains areas of seasonal standing water: A/'o Approx. Depth:
What season(s) of the year?
8. Site is in the floodway Alo floodplain Al'a of a water course.
Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
0 Flows are seasonal? b, o (�Vhat time of year?
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site:
1.
2.
3.
For City Staff Use Only
Plan Check Number, if applicable?
Site is Zoned? KS-9
SCS mapped soil type(s)? 15 - A i Aer ",,A - Vrbt, I a,,A c�,e �e� 4 - 9 9. s- I�Rje
4. Critical Areas inventory or C.A. map indicates Critical Area on site? No
5. Site within designated earth subsidence landslide hazard area? NO
Reviewed
DETERMINATION
STUDY REQUIRED �/ '
Date: -3// f
WAIVER
Critical Areas Checklist/3.25.2004
#P20
of ED&
-10
'i"Okk
City of Edmonds
Development Services Department
Planning Division ,
Phone: 425.771.0220
it) C. I %91� 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 Received: OS —
City Receipt #: 117
Critical Areas File #: c52 0 OS -,- 00 79-
Critical Areas Checklist Fee: $135.00
Date44atked to ADDlicant: &-11-P,5
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 �4` cribed on this form. In
, es
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in con unction with this Checklist to assistant staff
i
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 this application oAe behalf of the owner as listed below.
SIGNATURE OF APPLIcANT/AGENT 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 ins
'p.ection.and posting attendant to
this application
DATE
SIGNATURE 4F OWNER
PLEASE PKNT CLEARLY-------
Owner/Applicant:
4 c A.,- P, F-1 -A
Name
C�11 8- 74
Street Address
rP64.v*,%1/J �V 1". 4? �o Z- C
City State Zip
, Telephone: "-Y 2-- 5- -7 -7 6 -- -7 S- Y'
Applicant Representative:
Name
Rr=cF-iVED
Street Address 2001
JUN 2 2
City State BUILDING DEFT-ZiP
Telephone:
Email address (optional): - Email Address (optional):
F-�
0 9
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
" =FILE I
Name:
Date: 5//�7�7
Site Address: 2-16o-7— Ave vil
Plan Check #: 2,0070cle &Z:5-
Project Description: SFPI-
Reduced Site Plan Provided: (YES / NO)
zoning: 2-S
Map Page: I Corner Lot: CES Flag Lot: (YES /(0
Critical Areas Determination #:
El Study Required
XWaiver ela.4- /04-
SEPA Determination:
Exempt
Needed (for over 50QAbic yards of g�14i)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setbacks
Street:
Side: 79
1 Side: -7-S
F4�".
-2-1 Actual Setbacks Z2treef ql&4�i
Street: :33 /
Side:
-11-Ehetached Structures:
J2-Rlaekeries:
,El-f-p�es/Trellises:
fl-gay-Vfindews���g Modulation:
LO"S-tairs/Deck:
Height
Datum Point—fol? ce> I I ep(,
Datum Elevation: 0c)
Maximum Height Allowed:
Actual Height: /I
q.'O -7
Other
Parking Required: 2-
Parking Provided:
Lot Area: /q-7&0
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: 7S-0 -4. 15(,,, 4 7 Lie>
ADU Created: (YES
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES
Comments
Plan Review By:
Planning Data Form 04-11-06.doc
40.
NER:
STANDARD
DETENTION SYSTEMWORKSHEET
(5000 SF OR LESS) CALC. BY: KFu Kr_Tmr?,L
ADDRESS: �) _414 PHONE: 4zs -7n5-052-5-Z
DATE:
14 7//)
'ERVIOUS SUFACE AREA o0v PIPE DIA. 15 PIPE LENGTH ORIFICE
FOOTING DRAINS SHALL NOT
RIM ELEV.
DETENTION PIPE LENGTH
5HED
'Ash,
'I'MINIMUM
- 0.5%TO1-0%SLOPE
UPPER CATCH BASIN
on -I- A
ELEV. I -f -
CONTROLCB
BE CONNECTED TO
OCKING LID (TYP.)
IMELEV. ZO()'O
F6" Min, clearance
Measured from top of
Conc. box or riser.
DETENTION SYSTEM
TO CITY CONVEYANCE
'--INV.
ELEV
'--OUTLET
CONTROL
YIN. r--ORIFICE
//Wq.0
milvi r-Lr-v.-
INV. ELEV. cl 7-:0
'X2'X1 2" DEEP CONTROL CATCH BASIN
W-6" QUARRY SPALLS OR EQUAL) IN. 6'COVER
FROM CONTROL C
�Q12'
U2DEEP
(4��6' UARRY SPA 5
LL*
CONTROLCB
$ SHALIL BE PERPENDIC
HAL ULAR
T T,
0 SPREADER TRENCH TRENCH SHALL BE LINED
PERF. PIPE SHALL. BE NTH MIRAF1 &ON TOP
LEVEL & CAPPED AT ENDS
RIPRAP OUTLET B"WASHED DRAIN ROCK
SPREADERTRENCH
NOTES
'ALL ENGINEERNG DIVISION (771-0220 EXT. 1326) 24 HOURS IN ADVANCE FOR A TIGHTLINE AND DETENTION
'YSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS.
Zesponsibility for operation and maintenance of drainage systems on private property is the responsibility of the property
)wner. Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation.
-he outlet control orifice must be kept open at all times.
CITY STORM
CONVEYANCE
SYSTEM
SPREADER TRENCH
SHALL BEA MIN.
OF 10'LONG AND
PERPENDICULAR
TO CONTROL CB.
RECEIVE
JUN 2 2 2007
BUILDING DEPT. I
NOTIC�-.
y ... c) -a. Y.
'N:o---W''a 'r-r a
The information on the attached
piled for use by the OtY 01
map(s) was cOm I
Mpl.oyees and Consultants.
Edmonds/ its E
Th,.e City of *Edm.onds does. not wa rra nt the
accuracy of anything set for.th on these
Map(s). An . y person or entity -requesting a
copy should conduct an -independent
Orm-ation shown* c
inquiry regarding the inf'
tHe -map(s)/ including, but not J"rn'ted to
er stub shown. SU(
the lo�,ation of any sew
-sewer stubs may or may- not exist and ma�,
t the location shown.
or may not exist a
Neitheir the City of Edmoinc-14s, nor its
emp-1-o-yee-s o-r offi-ce-rs shal] be 11a.b]..e. for
infc)rmation given on this map(5), nor for
e.ntatlon provided based
3ny one repres
upon'sald map(s).
APPLICATION CARD No . .................... .................
for
T14City(of--Ed SEDE SEWER PERrMT
im- ILE OUTSIDE E] INSIDE REPAIRS E] EASEMENT No . ......................... .............
OWNER C ONTRACTOR, ............................ xi.ialz . ........................................ PERMIT No.
...............
STREET
............. 9 .............. BLOCK No . ................ 17 .........................
HOUSE No . ........ r.. ........... . A.khlAb� AVENUE LOT No. --------------
NAME ADD . ......................................................... .................. X-14-s.
.21&6 7— t4i . -w-actJ ....... m.&kLQ.n
rb
BACKFILL WORK ORDER ISSUED
SEWER WORK ORDER ISSUED .....
I-iVrKUVhU
OCT 12 1965
CIAJ
Date Approved:
........................ DEPOSIT, $ .............................................
!-2-21--k.?
........................ DATE G ....... ..... By ....................................................................
! 10, 7-.
-CITY, OF EDMONDS
C
VIC CENTER WATE
R-SEWkR D_ 'Call PItaipect 107
_17 EPARTM when rk
ENT wo
is ready for-Inspectlom (No Insliec-,
ti.ns. Saturday, s"
unday.or holidays.) 130-7
SIDE
SEWER PE:RMIT:
ADDRESS ....... - 999 11th4venue-7South
........... ..................... I ......................
..................................... .......
.............................................
.OYNERA.Martha ... L
-=-dmark) ... Eg�thq.j? E.-.....Rqxx7 ... CON
TRACTOR ............ pyfi-fT
..................... ......
��1-,'Permlsslon Is granted
...........
for ...... da s,.'to�nEpAjn:
gith City Sewers iw accordance with 'y or CONNECT a side r;e er:
aPplication on. ffle and -governing ord"nces. w
ATTENTION IS ALLED TO T
HE. FOLLOWINr-:
NOTE No. I —The owners of the property May obtain a
be emplo permit to construct sewer insl'
de property line. A licensed Sid Sewer Co . nt I eaCtor �just
yed, to construct side sewer In street area. Do not cover any Portion of sewer before it has
P�40_T,E No. 2—Obtain full information regarding Ordinance 11.16.030 been enspected.
and Regulations governing side sewers when YOU XiB - t P
NOTE No. 3—Top of side sewer Must have at least 30 inches coverage at property line and' 12 Inches Inside Propert
_ermIt.
No bends In grade' sharper than. 'A. Will be Permitted.
Um grade,vof 2%.
NOTE No..4—Trenches In street Must be water settled'and surface of street restore . d to Y line; minim
failure due to improper wide
original condition.
work h May develop within one Year of completion.
Contractors shall be re
,�_'NOTE No. 5--It Is unlawful to alter spqnsjbl�
Pt to lor dotanyother work than is provided for In the'permit
purtenances exec Psert he P Pe lnto� the wye. �r to do any work on the main-�-
Al
�0
0 C>
�+98.01
30']
1
3
4'Test
Tee w/1 CQp-Ptug
E:!. 6'SS
61CO' 14ZLF-4*
M x 14'C
D
22.5
U
/1BEN
I
x
Ld
C:)
0
SPHAL I Y
(SLOPE 3
STREET FILE
CD
—1 2*� . ... . ... +100.01 KETTEL RESIDENCE
GRADING AND DRAINAGE PLAN
---_,EX. FENCE
<
C-:) V = 20".
EA�,`F LINE C1 YP) WATER SERVICE AS -BUILT JAN,4, 2008
E� Corner
pin
Property Owner, KEN AND, RANI KETTEL
Crawtspece Property Address, 21607 96TH AVE W,
Footing Elevation 98.3
First Fir Elevation - 102.0 Parcel mn I nni7*irnn7nn7n1 ei;)n, - i�n,
Garage
Ft
0i
I
FihEtev=98.3
tab Etev-100
7.7-11
0)
1,42'
Y.,d D—In
Rim EA. -99.5
4.6
IE 1. (ES) -98A
(G'PVC)
4->
IE 0.1 (W) +98A
(6'PVC)
C11-1 I-
Ud)
U
SoUd 1, +1
C:>
i
LE In (S) +97.1 8.)
rE In ) +975
[
39.
+97 (61P +
7 Die allfic
0i Parcel No,t 00373600700703 (120' x T)
_'_fRPER�iIOUS SURFACE CALCS. (SOLID SURFACES)
_j Proposed Home - 3005 SQ.FT. (Inctudes Rear Patio)
Proposed 216th Driveway - 796 SQ,FT.
Proposed 96th Driveway and WQtkway - 897 SQ,FT
TOTAL NEW IMPERVIOUS = 4,698 SQ.FT.
Cov,,e, Porch Designed f or 5000sf Impervious - 70(f 18'
CD GRADING QUANTITIES - 3100sfx2.0'cut/27cf/cy=230 cy
NEW 81 CL)
CONC. PATH CUT 230cy FILL = 230cy TOTAL = 460 cy
10 0 EX. ORIGINAL GRADE, - - - - - - - - - - -
NEW 12,
ASPHALT DWY PROPOSED FINISH GRADE,
(SLOPE 2%)
NOTES,
P-5, U/G P.",
IE MJTOO-97.4 (18' EXISTING U.G.
POWER . TIGHTLINE ALL R13OF DRAIN TO CB-1, CB-2 13R YARD DRAIN
0 FTG DRAIN TO CONNECT D13WN STREAM 13F CB-1 IN 6' PVC
�j. . . . . . . I- . . ..I�_ - ... . . . +1UI.V
6 WATER METER E� Corner SEE ATTACHED DETENTION SYSTEM PROFILE
Ex Cgrar 0 1 -E 1231 Pin
POWER
POLE
F_x.
'T00+917.0"56' PVC)
In
c Ex' LE Out(W)+97.0 (12' Conc.) Ex Edge of Aspha(t <typ)
1
Cover
100.6' Centertine - 96th AVE, W
L-P f+-O-
00,
Inc,
'601- OILDINGS
DE 'kRTRMENT B
PER INTERNATIO�N�4 ESIDENTIAL CODE SECTION R1 10
AT: 2160796 1h Avenue West Building Permit M 2007-0665
Occupancy established by this certificate: R3
No. Stories:— 2
Owner of building:
Basement: N/A
V.
Dwelling Units:
t .
Type of Construction: VB
The Single Family Residence at 2160.;7,�.9��6'�'Ave'w:...'�..": -has;�beenjhspected and approved complying with the requirements
of the 2003 edition of the International Residential Cod6',as adopte,dbV,4h City:fo- r the group and division of occupancy and the use for which
the proposed occupancy is classified.
Issued this 21 st day of August, 2008
Chief Building Official
By:
P-9 M—
STRLET FILE
Any change of occupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
0 0
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works 9 Planning * Parks and Recreation * Engineering
890 . 194
CERTIFIED MAIL
April 24, 1991
RE: Problems with venting of your plumbing fixtures
Dear :
LARRY S. NALIGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
The City's sewer cleaning records show that the home at this address is
experiencing problems with the venting of some of your plumbing fixtures
when the City crew is conducting cleaning operations of the City sewer line
in front of this address.
The City's cleaning operation is essential for both you and your
neighbors. It cleans debris in lines to prevent plugs, prevents corrosion
and potential future collapse, and achieves a better flow characteristic in
the public sewer lines. We need to do this often -- perhaps even 3 times a
year -- in some critical areas. The City's cleaning operation typically
involves the utilization of a high pressure water jet.
The problem which occurs at the home is the result of a high pressure surge
through your internal plumbing system. A properly constructed plumbing
system is designed to easily vent this additional pressure without any
visible impact at your residence. An undersized venting pipe (or not
having enough vents) cannot handle the pressure surge, and the only release
that's available is then through your toilet (or another fixture). The
Uniform Plumbing Code typically requires a 2" vent, and further requires a
separate vent for each plumbing fixture which is connected to the sewer (a
toilet, a sink, a shower). Your home clearly does not have an adequate
venting system (you either have a 1-1/4" vent, or not enough of them), and
you therefore may continue to experience the pressure surges.
The City does not have a choice as far as discharging its responsibility in
cleaning the public sewer line. It is therefore up to you to take
corrective measures as to how to properly vent your own plumbing system.
The City has come up with two options that will remedy your problem:
Option 1: Upgrade stack vents for toilets and other fixtures which
are experiencing problems to required sizes.
& Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
0
0
Page 2
Option 2: Install a clean -out outside of house per attached
specifications. Enclose box so it can vent properly when
excess pressure is put on house lines. This option would be
the cheapest and simplest way of correcting this problem.
At the same time, it would allow access to sanitary sewer
lines if stoppage should occur. This vent clean -out would
allow a place for backup in lines to go before entering your
house and causing costly damage.
The City would appreciate your expeditious cooperation in this matter. The
City must continue proper maintenance of its sewer lines, but we obviously
do not wish to see continued problems occurring on your property because of
poorly designed vents. It is your responsibility to correct these
deficiencies.
We cannot keep notifying you each time we come out to clean the line. I t's
up to you to have a plumbing system that conforms to code. Option 2 is a
relatively simple one to construct.
Should you have any questions on these options, please call Everett Akau,
Scott Highland or myself at 771-3202, extension 317 or 318.
Sincerely,
Ron Holland
Water/Sewer Supervisor
Enclosure
SEWERVEN/TXTSEWER
suo3e --+eZ rnA4--,-.,Pi s *.
X 4q "'PV C- (lk (Q A S W-e�)
(:z)>c Lf" ?V(- 415" IN4_ko btj I X S r 150-t
ar
Lj,lptr,�C., cx�A- Ll " Pvc- -10 Ll "Cff-c RcLk
(2. 100 LI'-") -- --
CAIN,rr-cjpVl
-1-oo,
pvc-//-- wc 3
1/4"Dvilt 3.4--
",e pt -:3 T-A,�
'4 Kc
co,.JL ew
t
r i%-c
ov -A7:�
'I IPK Pirg
sit, - vt tj tJ(4 4t
Lj ? V L 1p\ e-,A
CPO �110
NCO
.q)eeS5 Air
tREET FILE
March 10, 1983
File No. 01 .1 .12
(S-E re —et--Tiill-e�
MEMO FOR RECORD
SUBJECT: 21607-96th Ave. W.
On March 2, 1983 at approximately 8:30 a.m., Marty Burns
and I were cleaning in Area "E" on 216th and 96th. We
were rodding from 96th Ave., east on 216th at approximately
1200 PSI. After this, we received a call from Archie
Brena to go to 21607-96th Ave. W. to investigate a resident�;
house about their toilet blowing water off.
when we arrived, I found that the carpet was completely
soaked but this was the only damage that was done. At
this time, I told the residentthat if she had any cost she
felt should be paid for, to file a claim for damages with
the City of Edmonds. When I was about to leave, she asked
how long it would take to -get it repaired if she was to file
a claim. I indicated to her I had no idea. She asked me if
I could pull the carpet up so it would not stink in there.
(The carpet was an old remnant about 4"x4", tacked down in
the corners.) I did and after it was up, I noticed the
flooring was badly rotted already and had a hole in it.
RONNY D. HOLLAND
Water/Sewer Division
RDH/ml
cc: Finance
Aw'-"�79 sr
MILLS DT OT M=C-H DT
11calm
CIAM4 FOR DAMAGES MAR 7 1983.
NOTICE Edmonds cq a"
Claim MUST be presented to the City Council and filed with the City Clerk within 120 day. -RECEIVED
from the date of Accident or Accrual of Damages.
NDS: 983
To THE CM COUNCT1 or Ta cnni OF ZM
PLEA.SE TAKE NOTICE, THAT PUBLI WORKS
ftf married, give husband's'name)
THD NOW RESIDES AT (L 0 0
, �-J %T-�G f `7)
te present actual address by street* number and city)
AND WHO FOR SIX 14ONTHS PRIOR TO DATE OF ACCIDENT HAS RESIDED AT I I -� L� I P E N
rv, 0 %-\,6 'S
(Give maidence by street, number and city)
CLAIKS DAKAGES OF AND FROM THE CITY OF EEMONDS IN THE SUM OF 9 1 M UAZ- ce\-)QCFS�
&rising out of the following circumstances:
Describe Claim, giving
0 Y—\ rn ?A C
DATE and TIME injury or
damage occurred, PIACE
and full Particulars.
Accurately locate and
\a(
describe defects caus.-
ing injury or damage
aj) k�' a "-e
and all acts of negli-
gence claimed.
Accurately descebe
injuries or damage
4h-Q ('-�-AG
A�
' c)-�
-
1 C"BUV-6 - \e.
Y\ 0) 4
State items of damage
ncre-y-\- -�
claimed. Itemize all
ook- -�V\ e Q IN -
expenses and losses.
(0 rf
(Claim must be sworn to by claimant)
6 CA Y\ P �'J �J
f ye)
� d n f i r, r-,
-'�
(Sf%nature df
SU&SUM AND SWORN
before me this day of
� Pu 1 f'
ni;esidZ�
at
'17 NET,
7781-1121
778-1121
Re&d& FLOOR COVERING, Inc.
Soulb County's Complete Floor Covering Dealer
542 MAIN STRECT
1EDMONDIII, WA13HINGTON 918020
,,� xf,4,4�
�4
:5, - 2 , 4�3
N-
I J. I
U
X
�,D
Qj
�0)
(7
0)
U
00
M+98.01
(D
CD
A
+100-c
CD 33-0'
0i
NEW
ASPHALT
(SLOPE 3.)
Y
Garage
Ftg Elev=98.5
Fln.Stab Etev=',
e r
7 xl'I'V�lldll
�-12' Yard Brain I
Rim Ek. 99.5
IE n E,S) +98.0 (6'PVC)j C
I <+
IE Out M +98.0 (61PVC) +100.0,
CB-1 (Type-l-S ld Lid) (D
t1d Lld�Rllm +10 .0 CD
SOT Lid ';71
'E In (S) - -.1 81)
IE"In (E) +97.5 'Pv
IE Out M +97.1 (61PCV)t) +
+99.5'-
Ex. Corner
Ptn 0 EXIST.
POWER
POLE
. E Ti
x. TV�Oe I CB
i-2T
X. FENCE
EAVE LINE (TYP)
B
PROP. CONC
PATIO +101.01
...................
Crowtspoce
Footing Etevation = 98.5
First Ftr Devotion = 102.0
"#EPTABLE TIGHTLINE
�MATERIAL.
35
140 F
F81P HANC R Covered Porch
NEW 8'
CONC. PATH
............. .. .. .. .............
b
+101,5'
,IT -1
0,ge
OUT(N)+97.. (181
123 FH
ICB] LX- IL UUtkW)+J/.0 kld- LOnCd
DATUM PT. +100.0' R I G, H T - MY C06N 9 f P "U'R I 0(t.09'1
Top of CB Lid
I I W-0.
Top of SSMH Cover
+100,6' Center(ine 96- th AVE, W
C)
+ +100.01 KETTEL RESIDENCE
GRADING AND DRAINAGE PLAN
1 '4
1# = 20'
CD
June 22,
A
r
Ex Corner
Pin
Property Owner: KEN AND RANI KETTEL
Property Address: 21607 96TH AVE W.
Parcel No,: 00373600700701 (120' x 120')
C)
Parcel No,: 00373600700703 (120' x T)
IMPERVIOUS SURFACE CALCS.(SOLID SURFACES)
Proposed Home - 3005 SQ.FT. (Inctudes Rear PQtlo)
Proposed 216th Driveway - 196 SQ.FT.
Proposed 96th Driveway and Watkway - 897 SQ.FT
TOTAL NEW IMPERVIOUS = 4,698 SQ.FT.
Designed f or 5000sf Impervious - 701f 18'
CD
GRADING QUANTITIES - 3100sfx2.0'cut/27cf/cy=230 cy
00
CUT = 230cy FILL = 230cy TOTAL = 460 cy
+100
EX, ORIGINAL GRADE: - - - - - - - - - - -
NEW 12'
ASPHALT DWY
PROPOSED FINISH GRADE:
(SLOPE 2%)
NOTES:
EXISTING U.G.
POWER
TIGHTLINE ALL ROOF DRAIN TO CB-1, CIB-2 OR YARD DRAIN
0 +101.01
FTG DRAIN TO CONNECT DOWN STREAM OF CB-1 IN 6' PVC
Ex. Corner
SEE ATTACHED DETENTION SYSTEM PROFILE
pin
I �VCkN A -1 m� q -0 fF
t 'C_ �
_c_ c_-rl 0 r�-1 :ec-q I J).
C,0141ec--r 4-)/ V4 M - OtrF
8-y- - N:Z-rP-k C.L. 1 P�'(4 A. CZ
A'r M6L6=A2 o F 'rt-4 f
FOR
RECEIVED
JUN 2 2 2007.
BUILDING 9EPT.
D,/W A#qD Q-'Dtr'yd(;,7-( Q""'
TO CITY
CONVEYANCE
WATER SERVICE
18" MIN, COVER
PROPOSED FINISH GRADE
A;� NUitU
BY ENGINEIRING
ILL
D a �' Z: — — - 61 -/l '/-(0- 2
DRIVEWAY —\
.,.�-7/8' ORIFICE 70 LF 18/' PVC @ 0.57.
\\--CB—i (TYPE 1) (12'1 MIN COVER)
SOLID LOCKING LID
RIM EL, 100.0
I E I N (S) 9 7.1 (18
I E 0 U T (W) 9 7.1 (6
IE IN(E) 97.5 (6") TIGHTLINE FROM DWY
c
HOUSE FDTN DRAIN
CONNECTION
NOTES:
2% SLOPE
4' PERF.
DWY COLLECTION
CB-2 (TYPE 1)
SOLID LOCKING LID
RIM EL, 10i.0
I E 0 U T (N) 9 7.4 (18
TIGHTLINE
FROM ROOF
SEE GRADING AND DRAINAGE PLAN FOR IMPERVIOUS CALCS
RECEIVE
JUN 2 2 2007
0
U
x
LLI
+1
1,D
----i
Cu
I I
15'MIN.
0)
39-0'
C:)
00
M +
+
SILT FENCE
ALL rix�c)SED RFAC�S TO
BE COVERED ITHIN YS
DA
(�j 33-0'
STABI ZED CpmST.
C
E:NTRA C
4
U
Ex.
28,
123"
E X. F E N C E + 4
37' 1-0' Parcel 00373600700701
PROP. CONC
A 11
F
Craw(space
Footing E(evatlon = 98.5
First Fir Elevation = 102.0
Garage
Ftg E(ev=98.5
Fln.Stab E(ev=100.5
.CATCH B SIN PROTECTIIN
ENTRANC C:� 25-0'
CD
SILT FENCE
Covered Porch
NEW 8'
CONC. PATH
' * '12-3 " ' *
Ex Edge of Asphaft (typ)3,0,
56-0'
Centertine - 96th AVE. W
I
Ex, Corner
Pin
CD
Co
'1100
NEW 12'
ASPHALT DWY -
(SLOPE 2%) 1
Ex. Corner
Pin
KETTEL RESIDENCE
EROSION AND SEDIMENT CTRL PLAN
1// = 20"
June 22, 2007
Property Owner: KEN AND RANI KETTEL
Property Address: 21607 96TH AVE W,
Parcel No,� 00373600700701 (120' x 120')
Parcel No,: 00373600700703 (120' x 3')
EX, ORIGINAL GRADE:
- - - - - - - - - - -
PROPOSED FINISH GRADE:
NOTES:
• TESC PER COE STD. DETAIL E1.1, E1.2
AND E1.3
• TESC SHALL BE INSTALLED PRIOR
TO SITE GRADING
• TESC SHALL BE MAINTAINED UNTIL
PERMANENT VEGETATION
IS ESTABLISHED
7 5 M10TED
-)
r"PPgo�IL-1 1,1%
By F \ti r
RECEIVE[)
JUN 2 2 2007
BUILDING DEPT.1
m
C)
C:)
123/
i
(�j
01)
&9f�SIV^c ANO MPKI
T-IS
WATER SEWER
INS DECTIONS REQ'D
CALL '1?5-771 -620 EXT. 132C�-
1 10
t N /4G e
361-10,
A F�
�D
0j 33 -0 1
NEW
ASPHALT DWY
(SLOPE
PROPOSED
GARAGE
AS;��L' D
T
'SLOPE 3,
A
750 SQ,FT.
28
L
+100.1
CD 25'-
<:D
Ex. Corne�— 7—
pi, 0, EXIST.
n F OWER
POLE
\PROPOSED
F��ajp
b
EX. FENCE
TO BE REMOVED
EAVE LINE (TYP)
B
PROP. CONC
PATIO +101.0'
4
F
PROPOSED RESIDENCE
1569 SQ.FT. (ist FLR)
1638 SOFT. (2nd FLR)
Covered Porchl
j (240 sF)
/�7 ------------
NEW 8'
CONC. PATH
D
+1015'
1�2) 3
FH
1CB1 Ex Edge of Asphaft (typ
DATUM PT. +100.01
Top of CB Lid
1 1 56-0'
'Fop of SSW Cover
CenterUne - 96th AVE W
Ex. Corn r
Pin
�D
(�j
28-0'
�D
e
< CO
4L100
NEW 12'
ASPHALT DWY
(SLOPE 2%)
EXISTING U.G.
POWER
—40
Ex. Corner
Pin
KETTEL RESIDENCE
PLOT PLAN k"'PP,9Ck;LD A3 NCT ED
BY ENIGINEMAIG
1fl 20'
June 22, 2007
M
Property Owner: KEN AND RANI KETTEL
Property AcIdress: 21607 96TH AVE W.
Parcel No,: 00373600700701 (120' x 120')
Parcel No.: 00373600700703 (120' x 3')
LOT COVERAGE� 2610 SQ.FT. (17.7%)
LOT AREA: 14,760 SQ.FT,
LOT SLOPE: LESS THAN 5% (FLAT)
HEIGHT CALCS,
A = +100.0' zono -9;2-77'�B
Corn6rl/"
B = +101.0' AdLack
C = +100.0' j
Front
Leguired
Actual
D = +101,5' Sides
2�-5-7—
AVG, GRADE = 100,63' Rear
ACTUAL 125.50 Other
MAXIMUM 125.63 Hei*
—Zif— 4
EX, ORIGINAL GRADE: - - - - - - - - - - -
NOTES: RECEIVED
SEE GRADING AND DRAINAGE PLAN FOR IMPERVIO96 if 1-2s 20 07
nmmr-r—w F=A. mm BUILDING DEPI
Irm
-P
C�j
Is
o)
U
Co C:)
CT) C:)
A
U
x
Ld
�D
(�j 33�0'
NEW
ASPHALT DWY (36
(SL PE 3%)
AS'
�LT Wy
SLOPE D
1 21
A
20-0'
123/
—'—^ ------ Ir—
FENCE
- -� �PROPOSED
6' CEDAR FENCE TO BE REMOVdD
36'1 to,
EAVE LINE <TYP)
B
PROP. CONC
Z PATIO +101.0,
PRO 'POSED RESIDENCE
-N5 SQ.FT. (Ist FLR) CD
9 01
1 638 SQ.FT. (2nd FLR)
PROPOSEL
GARAGE
750 SQ.FT
C L
C) 25-0'
LD
39'-0'
Ex. Corner 0
Pin POWER EXIST.
POLE
DATUM PT. +100.0'
Top of CB Lid
T(�)p of S3M -1 Cover, 56'-0' 1 1
G� n -1-1 12- r, r) e
Covered Porch
(204 sf)
CD
Co
CONC. PATH
>
TI \ [I
-�-101.�jl 100
NEW 12'
ASPHALT DWY
(SLOPE 2%)
EXISTING U,G.
POWER
Ex. Corner
12 3' Pin
FH
�D
,;I -
Ex, Corner
Pin
Ex Edge of Asphaft (ty
- 96th AVE. W
KETTEL RESIDENCE
PLOT PLAN
1 - 20'
June 22, 2007
August 31, 2007 - REV-1
Property Owner: KEN AND RANI KETTEL
Property Adclress: 21607 96TH AVE W.
Parcel No,: 00373600700701 (120' x 120')
Parcel No.: 00373600700703 (120' x 3')
LOT COVERAGE: 2610 SQ.FT, Q7,7%)
LOT AREA: 14,760 SQ.FT.
LOT SLOPE: LESS THAN 5% (FLAT)
HEIGHT CALCS,
A = +i00.0'
B = +101.0'
C = +100.0'
D = +101.5'
AVG, GRADE = 100.63'
ACTUAL 125.50
MAXIMUM 125.63
Ef) r6l I'LAIMIM11)" /
� -, Vn-.*,- all.�10'7
RE,SUE3
AUG 3 12007
BUILDING DEPA Etj
C17Y OF EDU2rWw
EX. ORIGINAL GRADE: zonej�!�--5 - - Comeil/F
Setbacks Required Ai
NOTES: Front -7.5L � I - !3*
SEE GRADING AND DRAINAGE PSjtjtSFOR lmpFgvTnHs CALLS --,-
Rear /VA
Mer