23601 105TH PL W.PDFlill I 11111
324
23601 105TH PL W
STREET FILE
Certificate of Occupanc
Building Division
�r 4C. ig9 M
This certificate is issued in accordance with the requirements of Section I 11 of the 2012 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 Addrbss;, 23601 105TH PL W,. EDMO,NDS
Construction Type: VB
Owner: BURNSTEAD CONSTRUCTION
11980 NE 24TH,�T STE #200
BELLEVUE, WA 98005
kOuilding Official
I
PennitNd: BLD20150230
Parcel No: 01136400000500
Occupancy Group:'. R-3/U
POST IN A CONSPICUOUS PLACE
11/03/2015
Date Issued
P
PLANNINGDATA =FaE
SINGLE FAMILY RESIDENTIAL
Name: Lek- 5—
Date:
Site Address: VJ
Tax Parcel 0 1 1, C) o 6 '�—o 6!
Project Description: SIF
Plan Check #:
ul)') 0 �--3 0
Reduced Site Plan Provided: OES NO)
Zoning: �,e T -7
Map Page:
Corner Lot: (YES
Flag Lot: (YES
Critical Areas Determination #! CP,A N9� 4 0 t-9--L
O-Study Required -\
0 waiver 5.
SEPA Determination: W\A0 VA J.4
El Exempt
Needed (for over 500 cubic yards of grading)
0 Fee 0, Checklist 0 APO List with notarized form
Required Setbacks
Street,
Side: -7 �/i-
I Side:
r
Actual Setbacks
-P�r:
Street:
Side: -7
Side:
11 Detached Structures:
El Rocke'ries:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
El Stairs/Deck.
Height
Datum Point:
Datum Elevation: -33� -3
Maximum Height Allowed:
Actual Height: '2- 9 1-7 T
Other
Parking Required:
Parking Provided:
Lot Area: -3
maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations:
ADU Created: (YES
Subdivision: Wo P) JAz V-J-06-1- 0
Legal Nonconforming Land Use Determination Issued: (YES
Comment5
f
Plan Review By:
Plan6ing Qata Form 07-14-09.doc
L��N D
VINE MAPLE
* FLOWERING PEAR
* FLOWERING DOGWOOD
LACELEAF MAPLE
PAMPAS GRASS
FOUNTAIN GRASS
REDTWIG DOGWOOD
RHODODENDRON
PJM RHODO.
OTTO LAUREL
EMERALD GREEN
VIBURNUM DAVIDI
AZALEA
0 ORN.GRASS
LILY TURF
COBBLESTONE
COLUMNAR PINE
CA
COTTONEASTER
FLWR.CURRENT
OREGON GRAPE
SNOWBERRY
,9-S �,vl - 10 -�
ULLNOI'—�' Iq Of EOV
City of Edmonds
FEB 19 2015
Site Classification Worksheet 'N Wicac
DZVL_LOFrcj,7 i SZWIG�S 0
Page 1 of 2 WOODVALe_
The project's Site Classification will dictate the specific stormwater management
requirements applicable to your site. Completing this worksheet will help determine the amount of
regulated impervious surface and whether your project falls into the classification of a Small Site
(Category I or Category 2), or a Minor Site. Please reference the Glossa!y (pp. 10- 11), Figures D and
E, (pp. 8-9), and Examples (pp. 11-12), to assist with completion of this worksheet.
1) Is Permeable Pavement' Proposed For Use on this Site? [:1 Yes E] No
Refer to Stormwater Supplement Chapter 5.1
If YES, the subject area is to be considered impervious for initial site classification purposes. Include total
permeable pavement area in the calculation of Non -Regulated, Replaced and/or New im ervious surface
p
areas in the table below.
2) Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site
Refer to Stormwater Supplement Chapter 2 and Fig. C
Line 1: Identify the Non -Regulated Impervious Surface Area.
Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exempt and Regulated; either or both
may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt
under certain conditions. Refer to the Glossary and Figure D.
Line 3: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or
after the date of annexation into the City are regulated & should be included in this total unless they can be
categorized separately as a Replaced -Regulated area.
Line 4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas.
Line 5: Identify the total area currently mitigated by an existing city -approved stormwater management system.
Line 6: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which
stormwater controls have not yet been applied.
Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques.
Line 8: Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques.
** Provide a copy of the following table on the drainage plan sheet for the proposed project **
Line
Area (square feet)
1.
_��--Cegulated
Exempt
Regulated
2.
"—�eplaced
New (Post 1977) 4 4 4 4 4 4 4 4 +
Total Regulated Impervious Area
Mitigation required if in excess of 2000sf
3
4.
5.
6.
Total Area Mitigated by Existing Stormwater Management System(s)
Regulated Area Not Yet Mitigated
7.
Area Proposed to be Mitigated by Low Impact Development Techniques
8.
Area Proposed to be Mitigated through Conventional SWM Techniques
I (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone)
Revised on 3105P-012 E72-SWM-Et-osioii-Coizti-ol-03.05.12.doc Page 5 of 12
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A
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t
ENGINEERING DIVISIOI\
APPOI EDf NOTED
�d Date: 1 141
N C --4 A V6024
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-.q- -7 STOR fRE51 ENC SN
In E
0 m EL= 25, Lo
5 — 6,320 SF
0 0 Lo Lo
C 0
z z 0
z
P ROVED
Loor
'b ro
LQ x
ll�llvt) 33 6
1 Y 6
0 60.0
321' 321.5'
1 (1\ cl, r) I -
u NOTP:S:
IMPERVIOU5 5UWAGE CALG5
RESIDENCE WIN EAVES 24M
WALKS AND LMDWjS w
DRIVEWAY 311
TOTAL NEW IMPERVIOUS 2%%.
15TRUCTURAL LOT COVERAGE
RESI CE/GARAGE
COVERED 245
TOTAL F/P 60 FT 2001
STRUCTURAL LOT COYERAGE % 33%
RPM COVER4Ce calubts of all aWments covwdd bV Us suuctwe's roe
ad kck4m ====,tdww hem
PFERVIM wvww fuwum'
dtmn rmf ovm%Ml*
, Wk MY1, CklYWIP Wd Poved are"
ON iMTW W.
DENC41ARK 'A' ON FIRE WDRANT
TOPAW OTRACT T-' ELEV 331.30'
• LOT WAS BEEN CLEARED AND GRADED DURW-s PLAT
DEVELOPMENT PROCESS. MAX SLOPE ON SITE 19
I IN 100 OR AFFROXI% ARROM INDICATE
DIRECTION Or- SLOPE. NO SIGNIFICANT GRADWs REQT).
• EXCESS FILL IS TO BE REMOVED FROM SITE.
• DOWNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STOW DRAIN LINES.
• DRJVEU)AY WAS A I PJSE IN 32 RLIN OR 3% SLOPE.
• NO DIRT, MLID, ROCr, OR DEBRIS SWALL BE
TRACKED FROM THE SITE TO T14E
• DIRECT ALL RMOFF To FILTER FABRIC
FRCE DURING C"TRJCTION
DOM SPOUtS TO 5E T*W-LDED W( SOLID 4' PIPE OF
MATERIAL TO CATCW BASIN TWM DRYUELL TO THE
STOR1 STUB PROVIDED 0 FRONT OF LOT ALL STOR1 WATER
TO 5E RWW TO EXISITWs STORI SYSTEM LNE LOCATED
TITLE:
BURNSTEAD CONSTRUCTION LLC
N
DATE; 03/15/15 7�:
J HERR
WOOE)VALE
LOT 5
11980 N.E. 24th ST.
23601 105TP f=L WE5T
BELLEVUE, WA 98005
(425) 454-1900 1
5CALE:
Parcel 0
1"=20'
01136400000500
HEIGHT GAI-GULATION5
'7,fg
A = 32
zone _Z& 11 Con
Scanned -U
er Oflag-Ll
E5 = 32a'
-S e t back a uired
t5
—Actual
STREET. FILE]
C, = 3 2 I.E;'
L� Front p
D
1) = 321'
Sidem
AVEFRAGE
Gf;R,41)E= 32-I.ro25' Other$
J -7
RESUB
ACTUAL FRIDGE PT=35L&' Y.eipht
MAR 2 0 2015
MAXIMUM RIDGE �4T= 3F;,2,(o25
BUILDING DEPARWENT
CITY OF EDMONDS
NOW
WE �&'�
0
00"
CK CONST �U�
T 7N >CE
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6�320 SF 7
Lo In
b 0)
ENGINEERING DIVISIO 0
0%/ z
ED AS NOTED -
15
Date:,
ALL F.XP0l*C-o SUFFAGI.-S To lb
c COVEM-D WIT;fgl 2 �3'
x
60.00,\,/
166.96
NOTES:
• LOT WAS BEEN CLEARED AND GRADED DURIWo PLAT
DEVELOPMENT PROCESS. MAX SLOPE ON SITE IS
I IN LW OR AFPROXI% AR!ROM INDICATE
DIRECTION OF SLOPE. NO SIGNIFICANT GRADWs REQ'D.
3215
FLAT MAP
• EXCESS FILL 13 TO BE REMOVED FROM SITE.
• DOUNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STORM DFtAN LINES.
a DFPJVEUh4Y WAS A I RISE IN 32 R!UN OR 3% SLOPE.
vi-j6 CTR.
EDMONDS
STREET FILE
• NO DIRT, MUD, RXr, OR DEMS $HALL BE
TRACKM FROM THE SITE TO THE STFW
13 DIRECT ALL RMOR TO FILTER FABRIC
FENCE DURNG CONSTRUCTION
ALL DOUN SPOUTS TO BE TIGWT-L(�W UP SOLID 41 PIPE or-
APPROVED MATEPJAL TO CATCH BASN TWM DIRTUELL TO THE
STOW STO PRoVIDW o FRONT OF LOT ALL STOW WTER
TO BE FVUW TO EXISITNG STOW SYSTR1 LINE LOCATED
-CNmTH PL U
TOM -A FOUND X MARK IN 3'BRASS DISK
STAMW LSAfth3I ON ROAD %WACE 23nW K SW
TITLE:
BURNSTEAD
CONSTRUCTION LLC
N
DATE: 02/15/15
DRIN BY: d HERR
WO01)VALE LOT 5
BELLEVUE,
11980 N.E. 24th ST.
WA 98005
23(o0l 105TH FL WE5T
EIR05ION CONTROL
(425) 454-1900
SCALE: 1"=20,
Parcel 01136400000500
VIA
DOwspour
`E 4-roor qmumR
0
HOUSE N rm
&ASfN HOLE FILLED WTH
1. 112- -3- WASHED
(YARD DRAIN ROCK
DRAIN)
P Vc 0 Wwro . w
—,ROOF FLOW TO BE CONNECIED
POWSPOUT -ST
TO LOT ORM DRAIN
CLEAMOUT
PLANVIEW
NOT TO SCALE
ROOF - 4v PVC OBSERVA 770M WLL
I PO ONS7 - TO,
DOWS UT "UCr FLU$H
HM 10
RN
OVEMOW ISHED GRADE) Rowl
ROP. LINE
HbUSE
SPLASH TOPSOIL C7 lo'-
BLOCK
—1 9-411V
FLOW
MIN 4 DIA.
RNE MESH p
SCREEN SIDES OF
CA TCH M--LEIINED
4# 4 P VC 0 VERFLO w
Hf TH - RL 7ER TO BE CONNEC7ED
(YARD FA BRIC TO LOT STORM DRAIN
4 1p &A. CLEANOUT
10, MIN. Pvc
JERF
IQT "IR
HOLE FILLED HIM -EM-1N. I A 9 0 VE
I 112b'-Jo WASHED
NOT ZO $tA LE DRAIN ROCK SEASONAL RP
GROUND WA TER
rABLE
DRY WELL 'DETAI'l.
NOT TO SCALE
I.. DR Y WELL S Y$ 7EM 15 REQUIRED TO BE INS TA ilED ON EA CH L 0 T
2. ROOF DRAIML)NE FROM EACH BUILDING 70 BE CONVECTED TO
DR Y KELL S YS7EM, 0 VEM 0 W LINE TO BE CONNEC 7ED TO L 0 T
STORM DRAIN CLEAMOUT.
=-*.J. DRY HELLS 70 BE INSTALLED AT -77ME OF BUILDING-CONSMUCnOM.
4.: OWNV13, MA WM 10AWNS04w PMNS) 'JW. M, P4 It 2 9. 2 D 13.
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