23214 HUMBER LN.PDFiiiiiiiiiiiiii
11789
23214 HUMBER LN
ADDRESS: 623��l 1-.*VLIl:r
TAX ACCOUNT/PARCEL NUMBER: aa5 Z/ 3 00 100 7-0
BUILDING PERMIT (NEW
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: �07-- 2- DETERMINATION: E] Conditional Waiver E] Study Required Y.Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR: I
PERMITS
PLANNING DATA CHECKLIST D)k
SCALED PLOT PLAN DATED: Afl�+10
SEWER LID FEE $
SHORTPLAT
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S)
GEOTECH REPORT DA
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
OTHER:
LOT:
LID
BLOCK:
LATEMP\DSrs\Fonns\Street File Checklist.doc
PLANNING DATA STREET f�LJE
Name: Wairyw & �Janpy ePOW1 c I eA4,--,
Date: C)l - 0 0 -4-
SiteAddress: If RLAV;1b4,-V Layle,
Plan Check #: BLD-20*:F- C)07.��.
Project Description: (P OL d d M Oy,
Reduced Site Plan Provided- YES / 0)
Zoning:
Map Page: 095?� 7corner
Lot: (YES /0
Flag Lot: (YES /a
Critical Areas Determination #:
El Study Required
0 Waiver
SEPA Determination: e-b-0 (,Vd-f2
E Exempt
El Needed, (Requires: (1) Fee, (2) Environmental Checklist, and (3) APO List with notarized form).
Required Setbacks
Side: OP.
Strept: Rear:
Actual Setbacks
St et- Re
05
c
El Rockeries: V110L,
Fences/Trellises:
El Bay Windows/Projecting Modulation:
M Stairs/Deck: MW eAtV-/5?1-A,4 V-'�O WaAftl Cr<,4V 41 L*-17
Parking Required:
Parking Provided:
Lot Area: I (P
LotCoverage: ^i
LotCoverage P015 CP c(CX,14. >
Calculations: ara ge -3:bl iP WV, ?V rl-4-1 eX-
qy6��g Height
Datum Point: �ptAff*Y M VVD-e-4---
Datum Elevation:
Maximum Height:
Actual Height: 2,0
ADU Created: (YES
Subdivision: c;VicrWOOd
Legal Nonconforming Land Use Determination Issued: (YES /(9
Other
Plan Review By: g'e�w 6&0'�
#P20 c"'Zooq -L
CA File No:
Critical Areas Checklist
Site Information (soils/ topography/ hydrology/vegetation)
1.. Site Address/ Loca tion: f� MR, L4Z- I EO M 0 N DS A %W0.
2. Property Tax Account Number: 005:T15001G0_'_T00
3. Approximate Site Size (acres or square feet): 0,39 ACfT,-S- (161qbb�L� M,pT,)
4. Is this site currently developed? V yes; no.
If yes; how is site developed?. RU DE-0 I PrL 40ML- '- �k MR�(
5. Describe the general site topography. Check all that apply.
Flat , less than 5-feet elevationchange 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 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: Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth: Oc
What season(s) of the year?
8. Site is in the floodway floo�plain of a water course.
9. Site contains a creek or an area where water flows across the grounds surfac 7 Flows are year-round?
Flows are seasonal? (What time of year?
10. Site is primarily: -forested meadow - ;shrubs ; mixed
an landscaped Clawn, shrubs e
11. Obvious wetland is present on site:
For City Staff Use Only M31-Q Q;�
1. Plan Check Number, if applicable? N&
2. Site is Zoned?
3.
4.
SCS mapped soil type(s)?
Critical Areas inventory or C.A. map indicates Critical Area on site? &6.
5. Site within designated earth subsidence landslide hazard area? Ab
DETERMINATION
STUDY REQUIRED
Reviewed
>11 -WAIVER
.0 C. I %9�
. 4 .
of I lIP20
City dmonds
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 p1jor 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 Hill (Critical areas inventories, maps, or soil
surveys) -
Date Received: /,
City Receipt#: 9,V 1� f-1&*WT_WC
Critical Areas File #: c2X:7 a=
Critical Areas Checklist f4W. "' $1 �_5'00
Date Mailed to Applicant:
A property owner, or his/her authorized representative,
must fill out the checklist, sign and date it, and submit it
to the City. The City will review the checldist, make A
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
perniit 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 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 inform4tmip and exhibits Ilerewith submitted are true and correct to the best of my
knowledge and that I am authori d to fil on tie behalf of the owner as listed below.
SIGNATURE OF APPLIcANT/AGEN
Property Owner's Authorization DATE
By my signature, I cer* that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting pqendant to this applicafion.
SIGNATURE OF OWNER DATE 1-6, o-1
PLEASE PRINT CLEARLY I
Owner/Appticant:
URR-Ew Wb UAW(11*f S/\W1DFT_G
Name
2KA- NMEF- LP�E
Street Address
RMON�G 11 WN lbou
city State Zip
Email address (optional): wik, nlefS ��e"G o,.
Applicant Representative:
L,WW( LEWIS
Name
Mb WMLT WN , S\AaE koo
Street Address
P,TUQVe, A. 1166
City State Zip
Email Address (optional): Wag lemisA�fte_*- aw
CqS
T-60
UJI
-d
ul
10-
1 Z
5-X2. —&,.
?5
LINE OF qU D
SETBA-�,K
IST 4 2ND
01 FLOOR
JA%=ITk 0
FLOOR
1—M-HUN '%
ONLY
+
c-
MIAX VgI&HT=
o
51-0111.0.
ROCKERY = 10(
BOTTTOM-O.
ROCKERY=c1'7,
OVERHEAD
POyqER
+1024
a
W -A
CHAINLINK
HOT TUB
DECKIN6
Vc% 7 T 'BE
T
(MANIL�--
COMPOSITE
L )F
DECKIN6
OPTIO��w -
r
SPACE �1/2-- TYP.
_ I I
.-A+c[4 1 4-71-611
HATCH TO SE?Cfi
-01F CLEAN OUTS -SEE
GARACE,
A.2.o FOR
q5 50.17T.
EINLAR&ED VIEK
00'-0-- Pe�, 7'
AALKYWY' PROPOSED RESIDENCE
-I
215cl 50.17T. (let floor)
PI FIN FLR. = di IN
7 (1-) CON.C. COVE �(E) 2IX2
S.F. BRICK
CHIMNE'
Z—
(E)
FLAT BRICK
PATI(
0
PC
PC
't 7�\x% T
"PONE
POLE
V-
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HUMBER LANE
-4.5
AVE T
(E) C 0 N 0.
RETAININC7 KALL
(A V E R A & E)).
LD
0
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PROPERly Z3 u g. it !o-
LINE p i
on- 0
C32 CE, L
ORI(SINAL (SPLAVE
—av
El
CONTOUR
2061=
1-1 7
EXIST'& -0"
CRk%IKLINK FENCE
ne gs-,9— c
Setbacks Reqtdred Actual
LINE OF Front 5
REWIRED Sides /-/
SETBACK Rear
Other
Height 'NOTED
I 1111=11INIzi
/-07N PLOT PLAN
V22"APPROVED BY
PLANNIN@p� Q -7
&M.XAA P- J:�-T.
STREET
EXISTINC-7 SEKA6E LINE- VERIFY -%-
EXACT LOCATION P41TH R.=6ARV5
TO PROPOSED SPIRAL STAIR
(E) C-R-AVEL AND NOTIFY ATCHITECT 0
DRIVEKAY� DISCREPANCIES IN PLAN -
'OVERHEAD
PHONE/CABLE
'101,
EXISTINC7 SENER
MANHOLE -
DATUM = +100'-0",
RESUI
NE'c-PHBOR FEB 14 2007
VRIVEKA�r
24 HR.
FOR I
LEO
2WWO Wtw Wby,
T 425 827 WM F Q25 54
0104NER , INAWMN AID NA?6-,Y SANDERS
SITE ADDRESS, 25214 HLHEER LANE,
EDMONDS, bNA 46020
TAX PARCEL NO.: 005-000100100
BUILDINS 21&q S.F.
&AR.A.&E 6415 S.F.
HARZr--,CAPE 11545 S.F.
oo'dw 7W c— Aof M "J
�;If �1-v �Vfa .1 �S=
-M)
HEI(S,HT QALQS
Asm +45'
5- +c14'
c'm +cm,
Do +q&.O&,
AVE. &RADE m q552'
ACTUAL Is 11015'
MAXIMUM =1205'
LOT QONn!RA&E
BUILDINS 21&q
&ARA&E 6413
2562 S.F. (16.q%)
LOT AREA 16,cID5.4 50.1
LOT SLOPE 1 1196
(E) V-O" rHAIkDNK-FPNCE
PROPERTY LINES
ICONIC.
ViALK414W(
GAS
METER
(E) ROOKERY
MAX. HEI(5HT=5'-O"
T.O. ROCKERY=100'
50TTTOM 0. ROCKERY=01T
LINE OF REOUIRED SETBACK-"
1641
(E) 4'-0" ICHAINLINK
FENCE
LINE OF f;MGU
SETBACK
XI I %uww I ]WWI /
A-lL16418 50.17T. (2ncl floor)
L ,
A'
FIN. FLR. 611.0'
5 .x2'-(
CHIMNEY
X-
(E) CONC. COVERED
+
PORCH 551 S.F.
&0
FLAT
(E) STEPS UP
60'-4.5"
(E) 61RAVt-L
DMIVEYqAY
(PRIVATE)
VRIVEKAY SLOPE
Z
HUMBER LANE (PUBLIC)
-(q) ASPHALT ACCESS r1>MI`17-.
kq
py
py
7-
L*
EX15TINS SITEPLAN
I It =101-011
PROPOSED BRICK
PAVEMENT
(E) 2'X:2'
BRICK
CHIMNEY
OF IRZE(OUIRED SETBACK
LINE OF REauiRE* SETBACK
DECKIN6 TO BE `0-4 CEDAR >1
PROPERTY LINE
(MANUF. COMPOSItE DEICKINC-7
OPTIONAL) - SPA E 1/211
411-611 ORI(91NAL 67RADE CONTOUR
P;ECK ACCESS HATO TO
rp�Ep CL OUTS
PEIAER CLEAN OUTS V EE X
.0 FOR F 5�
L Rar
A2.0 FOR ENLARSED Vro.
f2e4l
/EXIST'6 PETAdR=
6ARAC7E : (5415 SO.FT
V
VIA-,-
wv t-h �'a
(E)
CONC.
KALKKAY
BRICK PA
EX15TINC-P SEP4AISSE LINE - VERIFY
EXACT LOCATION AITH REiS7AR1;)S
TO PROPOSED SPIRAL STAIR AND
NOTIFY ARCHITECT OF ANY
121SCREPANCIES IN PLAN.
OVERHEAD PHONE/CABLE
EX15TIN& 5EVER MANHOLE -
DATUM = +100'-0"
NEI(SHBOR IIRII/EYIAY--,,,,,
OVERHEAD POYiER
PONER POLE
CENTER OF RIC7HT-OF-Y4AY
An
I OPP
(E) 4'-0" CHAINLINK FENCE
/ik +66
OMER i AARREN AND NANCY SANDERS
SITE ADDRESS : 25214 HUMBER LANE, EDMONDS, INA 916020
TAX PARCEL NO.: 00511500100100
IMPERVIOUS SURFACE QALQLATIONS
BUILDINS 216q S.P.
6ARAISE 6413 S.F.
HARDSICAPE, 1154S S.F.
4056.5 S.F. (25.1%)
-7 -�, 7Wc- /,%-f
HEIt&HT CALQLATIONS
A +dI51
5 +dt4l
C, a +qT
0
AVERAISE GRAVE'= 1552'
ACTUAL = 11415'
MAXIMUM = 1205'
LOT QOVERA&E
BUILDINIS 21L"
ISARAGE 613
. 2652 S.F.
LOT AREA 16,4166.4 SO.PT.
TAX AC4OUNT PARr.,EL 0 oostilSooioct-toot
LOT SLOPE 11%
%N
LEWI'm
Architecture + Interior Design
2800 Northup Way, Suite 100, Bellevue, WA 98004
T 425 827 5602 F 425 822 5490
www.lewisarchitects.com
Drawn By: PL
Chocked: RJ
Approved: RJ
3589 REGISTAfRED
AR7CECT(
STA
APPROVED BY PLANNI G
"Nothing in this permit approval process dWI be
interpret ed as allowing or permitting the
maintenance of any currently existing illegal,
nonconfurining or uppepnitW building, structure
or site windition whict, is outside the scope of the Zone
ermit application, regariiiess of whether such Comer Flag
uilding, structure or condition is shown on the Setbacks E,. �Wred Actual
si ti"T lan or dzrawing, Such building, structure or Front
coon ition may be the subject of a separate --, t/i /
6ENERAL NOTES. enforcement action." Sides
Rear
-tEL�-
1. ALL MRK SHALL CONFORM TO 2003 15C, KASHINSTON STATE BUILDINSS CODE Other
AND ALL -1URISPICTION RULES AND REWLATIONS. f2!aht _J�L_
2. VERIFY ALL DIMENSIONS, DATUMS AND LEVELS PRIOR To WNSTR=TION. ALL
DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRM UNLESS 07'HE"ISE
NOTED.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REOUIRED SAFETY PRECAUTIONS Permit Set
AND THE METHODS, TWHNIOUES, Sea.)ENCES, OR PROCEDURES REOUIRED To
PERFORM THE HORK.
4. 1'20 Not SIGNIFICANTLY VARY OR MODIFY THE NORK SHOM, EXCEPT V41TH
MITTEN INSTRUCTIONS FROM THE ARIC-HITECT. Issue Desciption Date
S. REPORT ERRORS AND OMISSIONS TO THE ARCHITECT IMMEDIATELY.
6. THESE PRAININISS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY
BE REMODUCED ONLY P41TH THE MITTEN PERMISSION OF THE ARCHITECT -
AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF THE ARfHITECT.
-1. OLAZINO IN LOCATIONS SUBJECT To HUMAN IMPACT SUCH AS PANES IN COORS,
GLAZIN(9 V41THIN 24" OF A DOOR OPENINC7, SLAZINS CLOSER THAN 1511 TO A
FLOOR- &LAZINS IN RAILINIS SYSTEMS; 9+40YCR DOORS AND THE TUB
ENCLOSURES SHALL BE P41RE REINFORCED, TEMPERED OR LAMINATED SAFETY
ALL EXPOSED SURFACES TO ISLASS OR SHAT"IM RESISTANT PLASTIC, PER IBC 2406.
FIE CMERED WHIN 2 DAYS 6. PROVIDE AND INSTALL SMOKE DETECTORS PER IBC SMOKE Project Title:
DETE6TORS SHALL RECEIVE PRIMARY POOER FROM BUILDIN(9 V41RINS AND BE
Eoul V41TH A BATTERY BACKUP.
41. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER 1190111.
FOOTINO DRA64 NOT 10. EVERY SLEEPIN& ROOM SHALL HAVE AT LEAST ONE OPERABLE ViINDOV4 NITH Sander's
TO BE TED INTO A NET CLEAR OPENI" OF 5.71 S.F. THE OPENABLE HEI&HT SHALL BE MINIMUM
DE714TIM! SYSTRI 24" AND THE Y410TH MINIMUM 2011 V41TH A FINISHED SILL HEISHT NOT MORE Residence
THAN44" ABOVE THE FLOOR PER IEZ 1025.
11. PROVIDE A"C, ACCESS, MINIMUM 22" X 50" V41TH MINIMUM SOI- HEADROOM, Remodel &
AT READILY ACCESSIBLE LOCATION PER 150 120,q.2.
ACCEPTABLE TIGHRM Additions
MATM, 12. PROVIDE CP.*NL SPACE ACCESS, MINIMUM 1611 X 2411 UNOBSTRUCTED ACCESS
MR 35 PER-18C 120q.1.
= 40 15. PROVIDE VENTILATION PER IBC,
N-12
F810 HANOM, CRAVC SPACE VENTILATIONs MINIMUM NET AREA SHALL BE NOT LESS
THAN 1/1,500 UNDER FLOOR AREA. OFENIN65 SHALL BE PLACED
AS CLOSE TO THE CORNERS AS PRACTICAL AND SHALL PROVIDE CROSS
eumsew,4SPOUTS VENTILATION ON AT LEAST TY40 APPROXIMATELY OPPOSITE Sires PER
TO CC)NNECT '10 EXISOT. SYST. IBC 1205.5.
ATTIC- VENTILATIONt MINIMUM NET AREA SHALL BE NOT LESS THAN I S.F. Revision Desciptlon Date
PER 150 S.F. OF ATTIC AREA OR I S.F. PER Boo S.F. oF ATTIC AREA IF
50 PERCENT OF THE REWIRED VENTILATINO AREA IS AT LEAST 51 ABOVE THE
()WNER/GONWC,TOR IS RESPONSIBLE CAVE VENTS OR 1 S.F. PER 500 S.F. OF ATTIC AREA IF A VAPOR RETAROM CITYOFEDMONDS 2-9-2007
HAVINS A TRANSMISSION RATE NOT EXCEEDIN& I PERM 15 INSTALLED ON THE
FOR EROSION CONTROL AND DRANAGE KARM SIM OF THE ATTIC. INSULATION, PER 15C, 1205.2.
14. ERJILDIN(9 SHALL CoOMPLY P41TH KASHIN&TON STATE ENER&Y CODE.
24 HR NOTICE IRIEQ- SEAL AID CAULK ALL CRACKS To PREVENT AIR INFILTRATION.
CTION ALL SLAZINIS SHALL BE INSULATW (SLASS, UNLESS NOTED
EFOR :IH=SPECTIOH 01'HERNISE. INSULATE MLLS, AND FLOORS AS IWCATW ON PLANS
UNLESS NOTED OTHEP4415E.
15. PROVIDE 6-MIL. BLACK POLYETHYLENE VAPOR BARRIER IN CRAyqL SPACE. LAP
D AS NOTED -JOINTS 12". EXTEND BARRIER To FOUNDATION INALLS. Sheet Title:
16. DUCT SYSTEMS SHALL BE OF METAL nFt UMC, TABLE 6-A,
TBN CG N G 6-B and 6-C OR FACTORY -MADE DUCTS COMPLYINIS V41TH UMC STANDARD 6-1. Site Plan
ALL JOINTS AND SEAMS SHALL BE SUBSTANTIALLY AIRTI&HT. DUCTS IN
UNHEATED SPACES SHALL HAVE 211 INSULATION MINIMUM OR 1/2" DUCT LINER.
Date/
I'l. ALL EXPOSM EXTERIOR METAL SHALL BE ISALVANIZED.
16. ALL V400D IN CONTACT V41TH WNCRE I SHALL BE PRESSURE TREATED.
PRESSURE TREATED H0017 SHALL ALSO BE USED FOR V4000 MEMBERS IINHICH
FORM THE STRUCTURAL SUPPORT OF BALCONIES, PORCHES, ETC. V414EN SUCH Scale:
MEMBERS AIRE EXPOSED TO THE MATHER PER 150 2904.11.
Project No.: 20618
Icl. SLOPE ALL DECKS, KALKS, VRIVEV4AYS, AND PATIOS AKAY FROM BUILDIN& Date: 1-19-2007
Sheet No.:
RESUB
FEB 14 2007
S"TR E E T rR L E SULDN
Cayffi
egAWM
OWCV A100
RESUB
14 2007
BLI