23724 105TH PL W.PDFlill 11 lill
364
23724 105TH PL W
Certificate of occuvanc
Building Division
"Oe. I 9C)"
This certificate* is issued in accordance with the requirements of Section 111 of the 12 International Building Code
certifying that at the time of issuance this single family residence was in compliance with the applicable provisions of
the codes and ordinances of the city regulating construction and use of buildings.
Description: 64 -Single Family Residence New'
Site Address: 23724 1.05TH PL W, EDMONDS
Construction Type: VB
Owner: BURNSTEAD CONSTRUCTION CO
11980 NE 24TH ST STE #200
BELLEVUE, WA 98005
136 ing Official
Permit No:
Parcel No:
Occupancy Group:
POST IN A CONSPICUOUS PLACE
BLD20140462
27P33600304800-
R-�/U
02/09/2015
Date Issued
City of Edmonds
Critical Area Notice of Decision
Applicant:
Property Owner:
Saay%e- x-cL
Critical Area File
Permit Number:
Site Location:
Parcel Number:
23-*2 Y - I O-S& 'PI, \d
01136YOM00100
Project Description:
Me&m re.A.,'de.,e-e—
Lm- I
.19 Conditional Waiver. No critical area report is required for the project described above.
I . There will be no alteration of a Critical Area or its required buffer.
-%S. tic
o-r*. k" XM lot"
The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.22 , an or
23.80.040. 4t*- e�je"*
3. The proposal is exempt pursuant to ECDC 23.40.230. S;Av- (L.+ JL).
Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and
sediment control plan in compliance with ECDC 18.30.
Cri tical Area Report Required. The proposed project is within a critical area and/or a critical area
buffer and a critical area report is required. A critical area report has been submitted and evaluated
for compliance with the following criteria pursuant to ECDC 23.40.160:
The proposal minimizes the impact on critical areas in accordance with ECDC 23.40.120,
Mitigation sequencing;
2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare
on or off the development proposal site;
3. The proposal is consistent with the general purposes of this title and the public interest;
4. Any alterations permitted to the critical area are mitigated in acco rdance with ECDC
23.40.110, Mitigation requirements.
The proposal protects the critical area functions and values consistent with the best
available science and results in no net loss of critical functions and values; and
6. The proposal is consistent with other applicable regulations and standards.
Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately
mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and
the provisions of the City of Edmonds critical area regulations. See attached findings of
noncompliance.
Favorable Critical Area Decision. The proposed project as described above and as shown on the
attached site plan meets or is exempt from the criteria in ECDC 23.40.160, Review Criteria, and
complies with the applicable provisions of the City of Edmonds critical area regulations. Any
subsequent changes to the proposal shall void this decision pending re -review of the proposal.
Conditions. Critical Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit number for specific condition(s).
'Tick
Reviewer %13 ,,-�--a�ture ���D�ateVqL�'
Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the
requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any,
for the permit or approval involved.
Revised 1211612010
PLANNINGDATA STREET
SINGLE FAMILY RESIDENTIAL
.Name:'
Date,
(2/12/14
LLX--
Site Address:
Q
TaxParcel: 01t_36q00000100
Project Description:
Plan Check#: %L-V,;Lo1qoq6-),
Reduced Site Plan Provided:4D NO)
Zoning:
Pll:�, �Lo 0 00 IS
Map Page: "11� Corner Lot: (YES (INQ Flag Lot: (YES /0
Critical Areas Determination #:.-C-&A2oo-4003q -CAJnWe4 ?P-b ifee"s &2;AIn
Required.:
waiver 5, %^d CJC4-Cb-
SEPA Determination: e-mc& -n 6, dJb-,o,-F VC Vi�;e- 15;r�eAk- sivF- (UT- JL):
Exempt'
El Needed (for -over 500 cubic yards of grading)
0 Fee 11 Checklist 0 APO List with notarized form
Requir6d Setbacks
Street:
FSide:.- —4.
Li
Side:
F-) -4.5
I!ear:
ActualSetbacks
Street:
(0
Side:
(E) 7. S
Rear:
F3 Detached Structures:
El Rockeries: I one- SVV0,Z,%
El F'ences/7rellises:
Bay Windows/Projecting Modulation: Upper IV6- ovee- Vc-bt�- '-M
Stairs/Deck: t4o-,e- s1nown. C41,erUtf- 0-�C-4-Ak--Drle,.
Building t
Datum Point: Datum Elevation: 20
'Tr
w;-*
Maximum Height Allowed: 15 (351y Actual Height:
.,Other
.Parking Required:
Parking Provided:
Lot Area
Maximum Lot Coverage: 35% Proyosed.
Lot Coverage Calculations. 5,994
—.J --A. it 23T.4 fp 2, 160.4 -r-
ADU Created: (YES /0
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES /0
'Comments
Plan Review By: Plannihg Data Form 07-14-09
CRUSHED ROCK:.
0
',CRQS.HED'ROCK_.
L7
BARK
r
New Horizons 1 5 10
Landscape Design & Installation Woodvale - Lot 1. 1": 10'-0"
12003 184th Ave, NE For Burnstead Co.
Redmond, WA 98052 11.25.2014
-7 ;L-11 - r C) 15
LEGEND
VANDERWOLF PINE
VINE MAPLE
RHODODENDRON
PJM RHODODENDRON
FOUNTAIN GRASS
YELLOW YUCCA
0 EMERALD GREEN
C) . VIBURNUM DAVIDI
0 AZALEA
0 GOLDFLAME SPIREA
0 BLUE FESCUE
0 CAREX GRASS
VINCA MINOR
Awl-,
COBBLESTONE
VINE MAPLE
WESTERN RED CEDAR
PACIFIC WAX MYRTLE
Q REDT\AnG DOGWOOD
(9 OREGON GRAPE
G SNOWBERRY
1")�)2- bI-
R $1 \A/
ENGINEERING DIVISION
APP,J�O NO
�El) AS
w Date
I IMPERvIOUS 5-u0ACE CALp
RESIDENCE WITH EAVES
25M
WAM AND LANDIMiS
41
DRIVEWAY
430
TOTAL NEW MWOU6
2510
15TRUCTURAL LOT COVERAGE
RESIDDICE&ARACf-
Mols
COVERED PORC44FS
231114
T FT
21M.1
a ar COVER .3E 76 3S%
Ar
Chwm!L roor &Wmw
ard pftvd
I
• EXCESS FILL 10 TO BE RE11OVIED FROM SITE.
• DOWNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STORI`l DRAN LINES.
• NO PIK W, RXK OR DEBRIS SMALL IBE
TRACMD FROM TM 011E TO IM STREET
• DIRECT ALL RU40PP TO FILTER FABRIC
FIEZE VURM CMISTRUCTION
13 ALL DOWS! SPOUTS TO Ile TIGWT-LMD IN SOLD 4' PIPE OF
APFF40YEP MATERIAL TO CATC14 BASIN THIN DRYtMELL TO T�E
STOFti STUB FIRCIVIDED 0 FRONT OF Lar. ALL STORM WATER
TO BE R0UTM TO EXISITM STOR1 SYSTEM LNE LOCATM
ON IMT4 PL U
DENC141AW, W CN HIM WYDRANT
TOPAW OTRACt T-' ELEY 3XV'
I
7m
M
U um
M
P
I I
7
TITLE: BURNSTEAD CONSTRUCTION LLC DATE: 0.111-1/14 1 DIRM BY: J HERR
WOOI)VALE LOT 1 11980 N.E. 24th ST. 23124 105TH FL WE5T
BELLEVUE, WA 98005
SCALE: V-20'
(425) 454-1900 Parcel *0**Mx- oil I& V00
HEIG�JT CALCULATIONS
E3=329' Cl TIVI COPY
32 9'
Zone Q— cy
AV.- OfRIG GFADE = 323' Corner Flag_
Setbagics Reqt�re*d
AGTUAL fRIEDGE HT=353' --Actual
;?s
Front(14)
MAXIMUM fRIDGE HT= 354'
S i d e "(w/6)
RESUB Rear(M
Other
JUL 17 20"q I
Hei
BUILDING DEPAWMENT
CITY OF EDMONDS
too
/ , -� �D
3037'08"W
R
�,,GiNEERING DIVISION
A T D
IMPERVIOUS SUWACE'cAlu,
MIDEICE WITH EAVES 20M
WALKS AND LAM WoS 41
DRIVMIAY 430
TOTAL NEW IMPERVIOUS 2519
ISTRUCTURAL LOT COVERAGE
RESIDENCEAURAGE mole
COVERED FORC446S 23%5
TOTA- F/P 80 FT 21M.1
STRUCTURAL Lat WYERAGE % 35%
n"W=ftWWMIwAd..0d..Iw�p.d
I
• E>CEGS FILL 18 TO BE 111040YED FROM SITE.
• DOWNSPOUTS AFRE TO POSITIVE DRAIN INTO PLAT
STOR1 DRAIN ILM&
• W PIRT, 111,11D, ROCK OR DEBRIS &MIL 13E
TRACKED FROM T14E SITE TO THE STREET
• DIREC I ALL 104OFF TO FILTER FABRIC
FENCE DURING C;ONSTRJCTION
• ALL DOWN SPOUTS TO BE TIOW-LINIM tW SOLD 4' PIFE OF
APPFIOVED MATERIAL TO CATW WON TIeN DRYWIEU TO nIE
STORM STUB PROVIDED # FRONT oP Lar. ALL STORM WATER
TO BE ROUTED TO EXIS17INGs STORM SYSTEM LINE LOCATED
ON 10ST4 PL W,
BENCHMARK, W CN FIRE WYDRANT
TOPMUlt *TRACT T-1 ELEV 33LVI
OF
TR,
TITLE: BURNSTEAD CONSTRUCTION LLC DATE: 01111/14 1 I)fZI.N BY: J HERR
WOOIDVALE LOT 1 11980 N.E. 24th ST. 23124 105TP FL WE5T
BELLEVUE, WA 98005
5CALE;
(425) 454-1900 Parcel 0
HEIGHT CALCULATIONS
A = 329'
5=329'
C, = 3 23'
D=32e'
AV. ORIG GRADE=32c3'
ACTUAL RIDGE HT=353'
MAXIMUM RIDGE HT= 354'
RESUS
J'tJL 17 2014
BUILDING DEPAR,TMENT
r%r- r-nMONDS
eS)TREET-FILE,
4one__-95�� Corner_Flag___�,
.Setbacks Be2 �red Aclu-AL-
Front(m) --214t— I
Sides 640—a�5L— �ix�
Rear (s)
Scanned Other
HOUSE
PLAN'VIEW'
NOT TO SCALE
41, PV6 AM
-4-:
FLOW
40VIC *ro.PV?A
<0 Absil- ft w
=OF
�CA TCH
AS
WTH -RL- TER
(YARD
FABRIC
DRAIN)
A41N 4 " DIA. sp
10, M11V ERF
f- P VO PIPE
Row
PROP LINE
4-FOOr DIAME-IER
SECTION HOLE FILLED MTH
vwmwwomw� 1 112" -30 WASHED —TA41N. IABOVE
I NOT r0- SCALE DRAIN ROCK SEASONAL HIGH
GROUNDWATER
IABLE
DRY WELLVETAIL
NOT 70 SCALE
i.. DR Y vaL s Ys 7w is. mumw TO. BE INSTALLED ON EACH LOT
2. ROOF DRAIN LINE FROM EACH BUILDING M BE CONNECTED TO
-DRY KELL SYSM4. OVERFLOW 1AVE 70 BE CONNEMED 70 LOT
-SMRM DRAIN CLEANOUT.
J. DRY KUS 70 BE INSTAU-ED AT-77ME OFMILDING-OONSTRUC776M.
4-: OqO+10v* 00*A W(,* li%Awgs(*Aw VMNS) .4 W. Nt, A 11 2013
PM-WE"'WiL DOW -IjovV"S
G
pr4k k'vg lvql-.;wg Vito" "0044" ftNT) Ell
ACCEPTABLE TIGHTUNE
MATERIAL
3DR 35
SCH 40
N -12
17810 HANCOR
R
-L -
1— 7 1
OF
TR,
NOTES:
FLAT MAP
LOT WAS 13EEN CLEARED AND GRADED DURJWx PLAT
DEVELOPMENT PROCESS ' MAX SLOPE ON SITE IS
IN 100 OR APPROXIX ARROM INDICATE
ALL EXROSM SURFACES TO DIRECTION OF SLOPE. NO SIGNIFICANT GRADING REQ'D.
BE COVERED "NITHRI
: EXCESS FILL 15 TO 89 REMOVED FROM SITE.
2 [Wfir
DOUNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STORM DRAIN LINES.
• DRJVEU14Y WAS A I RISE IN 32 RUN OR 3% SLOPE.
• NO DIRT, MUD, ROCr, OR DEBRIS SRALL BE
TRACIKED PROM TIE SITE TO TIkE STREET
• DIRECT ALL RLINOFF TO FILTER FABRIC
FENCE DURNG*CONSTF=ION
vw�b Jv%0c I L —0-� tt��
i'�OIIN WWS TO BE T&ff-LKW U)/ SOLID 4- PIPE OF
"D
AUL WMVW MATERIAL TO CATW BASIN TI-IEN DRTUIELL TO TW
STORM STLB PROVIDED 9 FRONT OF LOT. ALL STOW WATER
TO BE RXTED TO EXISITINGs STOW SYSTEM LINE LOCATED
ON 10TH PIL III
0 TBM-A FOW X MAW, IN 3' BRASS DISK
STAMPED LSAOSSSI ON ROAD WWACE 231TW FIL SLU
TITLE:
BURNSTEAD CONSTRUCTION LLC
N
DATE: 05/5/14
DRIN BY: J PERR
11980 N.E. 24th ST.
WOOE)VALE LOT 1
23124 105TP FL WE5T
BELLEVUE, WA 98005
EfP,0510N CONTROL
(425) 454-1900
SCALE: I �'m 20'
Parcel xxxxxx