23606 105TH PL W.PDFlill iiiiii
327
23606 105TH PL W
Certificate of Occupancy
Building, Division
e
This certificate is issued in accordance with the requirements of Section 111 of the 2012 International Building Code
certifying that at the time of issuance this singlefamily 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: 23606 105TH PL W, EDMONDS
Construction Type: VB
Owner: BURNSTEAD CONSTRUCTION LLC
11980 NE 24TH ST STE #200
BELLEVUE, WA 98005
Bioding Official
Permit No:
Parcel No:
Occupancy Group
POST IN A CONSPICUOUS PLACE
BLD20150229
01136400000300
R-3/U
12/01/2015
Date Issued
A P OVED BY NNING
�Nl
SOD p
2 'x 2'
'x 2'
0 PAVE
m Ln
X
ol BARK 60 0
SOD
z
(FUTURE DECK) COVERED 0 M ci
PATIO cn
0
>
m 0
J
BARK
0+ 00 DRAIN ROCK
UJ
BARK
CRUSHED ROCK
VI
LEGEND
x NE MAPLE
EST. CEDAR' 0 uc
DRIVEWAY
0 SU SET MAPLE
COVERED WAX MYRTLE 0
PAT L6
Cl
OL. PINE FLWR. CURRENT'
BARK SOD (�D . FPLAY]]
OL. SPRUCE - a (p (p 0
PAMPAS GRASS EV. HUCKLE. STRUCTURE
R� RHODO. G c
PJM RHODO. SNOWBERRY .0
13 0 SOD
EM.GREEN 0
VIB. DAVIDI c
AZALEA (A
ORN.GRASS o c
COBBLESTONE c
m it ul Z 'on
BARK BARK
-0-0-0 u Or
C
BARK 0 r
>
0 a
cl, ! m
PLANNINGDATA =FH- E
SINGLE FAMILY RESIDENTIAL
Name: Lo+ v�
Date: 3 - ) 3 - / �
�J
Site Address: 2L 3 6 0 11!'-
Tax Parcel 0 C 0
Project Description: F7Q
Plan Check#:
-E
L--D ? C) I
Reduced Site Plan Provided: NO)
Zoning:
on -7
Map Page:
Corner Lot: (YES NO)
Flag Lot:'(YES / NO)
Critical Areas Determination #! eUz 19-7 0 f 7 A-� �r e- PID
Study Required Fe�,,(. r 71-1p
�Ao
El waiver ,C -�-�n
SEPA Determination: M (21\/S PP r
El Exempt e K4� -11 LaSq D
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setbacks
Street:
Side:
Side:
-2
Rear:
Actual Setbacks
—TRe—ar-
Street: -)5-1 ff
Side:
Side:
7
L/
Detached structures:
El Rocke'ries:
El Fences/Trellises:
11 Bay Windows/Projecting Modulation:
El Stairs/Deck:
Height
Datum Point:
Datum Elevation:
Maximum Height Allowed:
Actual Height:
Otber
Parking Required:
Parking Provided:
Lot Area: 0
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: -7 '3,9 C> 7,
ADU Created: (YES / 00
Subdivision: v) oz� Val 7 20 0 7- 1
Legal Nonconforming Land Use Determination Issued: (YE� /60)-
�n7 nts...
fro
Plan Review By: Plan6lng Qata Form (Y7-14-09.doc
)Z5 T F=L LQ
I . r'
'�OU4 . I -
Lo 4
6,320 SF
0 0
0
z
ALL
C.A.
ENPINEERING DIVISION
AFJPRO�LDfS NOTE
I A V 117UT—
'b
6 0. 0 0'\/
� F7" z c' ;- E �u /';s�' � �
FEB 19 2015
DEVEV
CITY S
STmr"EET FILE
rR- 9C 7ON —63.31
2 5
fRy FREel NCE uj
MAIN
04
C'4
0
z x 0
e 1, NC-E
MA IN
> I
1,____fjLTER FABRIC FENCE
v
--3—x
x 7,390 SF
60.00'
N88'37'08'
I
NOTES:
• LOT WAS BEEN CLEARED AND CARADED DURING PLAT
DEVELOPMENT PROCESS. MAX. SLOPE ON SITE 16
I IN 100 OR APPROX.1% ARROWS INDICATE
DIRECTION Or- SLOPE. NO 5raNFICANT GRADING REOV.
• EXCESS FILL 13 TO BE REMOVED FROM SITE
• DOUNSPOUTS, AIRE TO POSITIVE DRAIN INTO PLAT
STORM DRAIN LINES.
• DRIVELUAY WAS A I FJSE IN 32 KIN OR 396 SLOPE.
• NO DIRt, W, Rxr, OR DE5RIS SWALL BE
TR4CKED FROM THE SITE TO THE STREET
• DIRECT ALL RLINOFF TO FILTER FABRIC
PENCE DURING2.026TRUCTION
• ALL D= SPOUTS TO BE T*WT-LND V SOLD 4' PIPE OF
APPROVED MATERIAL TO CATCH BASN THEN DRY11ELL TO THE
STORM STUB PROVIDED * FRONT OF LOT ALL STORM UATER
TO BE ROUTED TO MKISITING STORM SYSTEM LINE LOCATED
ON IMT14 PL U
• TBM-A FOLND X MAW, IN 3' BRASS DISK
STAMPED LSA"I ON ROAD SUI*ACE 231TW PL SW
7,352 SF
03
TITLE: BURNSTEAD CONSTRUCTION LLC N IIATE; 02/11/15 1 DRN BY: J WERR
WOODVALE LOT 3 i1980 N.E. 24th ST. 2360(o 105TH FL WE5T
ER05ION CONTROL BELLEVUE, WA 98005
5CALE: I"=20'
(425) 454-1900 1 Parcel 01136400000300
POOF DOWNSPOUT
HOUSE.
44 &W
SASW
( (YARD
Y*'
DRAIN)
FLOW
PLANVIEW
NOT TO SCALE
ovtRaow
HOUSE lrb,PPA
SPLA <0
I V_ / of ^.^V
FLOW
VAWIV . . Iff 7H nL. TER
(YARD FABPIC
DI 4 - blA.
1,�A# APAI PERF. PVC PIPE
r2r- f7r-
FEB 19 2015
4-FOOT 01AMErER
lff7H
HOLE FILL.&P
DRAIN ROCK
Pvc Owwww
TO BE CONNEVED
TO LOT -STORM DRAW
CLEANOUT
Rowl
LWE
10
4' 4"'PVC QvFPF7-Qw
TO BE CONNEC7ED
TO LOT STORM DRAW
CLEANOUT
4-FOOT DIA
SECTION -HOLE FILLED MIH
I ABOVE
1 112" -30 WASHED
NOT W. �CALE DRAIN ROCK SEASONAL HIGH
GROUND WA 7ER
rABLE
DRY WELLVETAIL
NOT TO SCALE
l..DRY- KLL-SMU 15 REQUIRED 70 BE INSTALLED ON EACH LOT
2. ROOF DRAW LWE FROAl EACH BUILDING 70 BE CONNECTED TO
'DRY PELL SY67EM, OVERFLOW LINE TO BE CONNE07ED TO LOT
STORMPRAW CLkANOUT.
J. DRY BELLS 70 BEINSTALLED AT.77MEOFBUlLD1NG-0ONS7RUC710m.
4.: OvaV40, 04% Wr,* tmf4s(.`Aw PMNS) Ni AIR 2913.
INDIVIDiAl, LOT "We", sf� P90119 INVA"s
63 DiVa,
pr4k I vij;W14 WOO" fMW9WAjq AA-T)
City of Edmonds U -L� OV EDA,
FEB 19 2015
Site Classification Workshg-,ip,,-tp.,-,,.,�-.,,-Tcfflv,,CESCTR- 1�
cl-Ty OF 6MIUDS
Page 1 of 2 WOOD V A LE- //)C. W0
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 Glossaly (pp. 10- 11), Figures Q 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? Yes F1 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 impervious surface
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 -Re gul ated 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)
Exempt
Regulated
aced
ew (Post 1977) 4 4 4 4 4 4 4 4 4 +
Total Regulated Impervious Area
Mitigation required if in excess of 20001f
A2.
3.
4.
5.
6.
Total Area Mitigated by Existing Stormwater Management System(s)
Regulated Area Not Yet Mitigated
Or
7.
A ea 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 310512012 E72-SWM—Et-osioii—Coiiti-ol-03.05.12.(Ioc Page 5 of 12
2
0
2
'I-- L
IMPERVIOUS SURFACE CALCS
RESIDDiCE WIT14 FAYE$ 2391
WALKS AND LANDINGIS 42
DRIVEWAY 609
TOTAL NEW IMPERVIOUS 2sw
15TRUCTURAL LOT COVERAGE
IRESIDENCE/GAPAGE n35
COYERM PORCM 255
TOTAL F/P 60 FT t5w
_kjg4gnggAL LOT C4pyEgAc;E % 21%
R" cugz4W, camiste of all elowu cwmid bV ft mctwo% rmf
od wcAjda = " dftmWrmd an Ow pIK ga #vw hwa
PFERAM WAAwalldwAs,poid c"Wv
dkw%4r=f vvwftw9*.wkwY6,'*hvwW awl payed areft
—�w 'a I wu vy
NOTES:
• LOT WAS BEEN CLEARED ANO GRADED DUPJNG3 PLAT
DEVELOPMENT PROCESS. MAX SLOPE ON SITE 19
I IN wo OR APPRoxt% AFwwW0 INDICATE
DIRECTION Or- SLOPE. NO SIGNIFICANT GRADING REO-D.
• EXCESS FILL 13 TO BE REMOVED FROM SITE.
• DOWNSPOUTS ARE To POSITIVE DRAIN INTO PLAT
STOW DRAIN LINES.
• DRIVEWAY WAS A I RISE IN 32 IRUN OR 396 SLOPE.
• No DIRT, MUD, RXK OR DEBRIS SWALL BE
TRACKED FROM THE SITE TO T14E STREET
• DIRECT ALL R14OFF TO FILTER FABRIC
FIENCE DURNGj CONSTRUCTION
• ALL DOUN SPOUTS To BE TIGjWT-LNED W1 SOLID 4' PIPE OF
APPROVED MATERJAL TO CATCW BASIN TWEN DRTUELL TO THE
STOW STUB PROADED * FRONT OF LOT. ALL STORM WATER
To BE RXW TO EXISITNG STORM SYSTEM LI* LOCATED
ON V�TH PL UL
BENCHMAW, 'XI ON FIRE WYDRANT
TOP40 GTRACt "F" ELEV 33L30'
7,352 SF
m7
Kim - N
:01
TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 02/11/15 PF;&N BY: J HERR
WOODVALE LOT 3 11980 N.E. 24th ST. 2360(o 105TP FL WE5T
BELLEVUE, WA 98005 5CALE: 1"--20'
(425) 454-1900 Parcel 01136400000300
HE IGHT G,4LQ6-#-J5ffft§d
A=320'
Zone
Se ��O—w
to7.-I 9
— Comer AJ Flag_L_
FNI
STREET FILE,
E3=325'
C = 325'
Front P
R5--
D = 32a'
Sides C
—IL�i
AVERAGE GRADE = 32,5'
Rear v,/
Other S
- -7.
I--
--L�--
V, T--
RESUE1
AC-TUAL RIDGE HT=352.25'
E�aht
9S I--
_3
C9
MAR 2 0 2015
MAXIMUMIRIDGE HT= 353'
C17Y of: miwu.�-