23614 105TH PL W.PDFiiiiii lill
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23614 105TH PL W
C ertificate of Occupan
Building Division
111 C. I g9 V
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 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: 23614 105TH PL W, EDMONDS
Construction Type: VB
Owner: BURNSTEAD CONSTRUCTION
11980 NE 24TH ST STE #200
BELLEVUE, WA 98005
P; Pon
I.-uilding Official
Permit No:
Parcel No:
Occlupancy Group:
POST IN A CONSPICUOUS PLACE,
BLD20150168
01136400002700
R-3/U
11/09/2015
Date Issued
I z
'�D
Ld
C�
12
9
. . I 'It, I I I I I I A I A I I . I I I � I I . I . . I
NOTE$: ED DURM PLAT
a LOT WAS BEEN a"fRED AND GRAD
ENGINEERING DIVISION DEVELOPMEW PROCESS- MA>r SLOPE ON SITE 15
0 E AS NO =D 011MINCT0100N OOFRSLAOPPFERON>'OL'%SIGNAIFRICRAOuWSGMRAirc>AWTxE REQV-
Date: EXrESS FILL 15 TO BE REMOVED FROM SITE-
pOU45pouTS ARE To POSITIVE DRAIN INTO PLAT
41f STOW DRAN LINES.
17 a DFJVEU4Y WAS A I RISE N 32 RiN OR 3% SLOPE.
ONO DIRT, I`W, RCCK, OR DEBRIS SPALL BE
TRACKED FR0M T14E SITE To T14E STREET
onCr ALL IWOFF TO FILTER FAIWIC
C' "r n r E: T FENCE DURING C"TRJCTIC)N
u r-
F�" A
7, 3 5/'-
TO BE Rouw TO exiol I Ims 0 1 vm -1 u 10, r�
FEB 112015 fN ImTw m- ul
TBM-A FO= X MAW, IN 3' BRASS DISK
STAMpED LSA--�nj ON ROAD &MACE 23IN PL SW
�LOPMENT SERVICES
TITLE: --ff rUNTE 1 CONSTRUCTION LLC DATE: 01/29/15 c)FaIN BY; J HERR
BURNSTEAD
WOODVALE LOT 21 11980 N.E. 24th ST. 23614 105TH FL WE5T
BELLEVUE, WA 98005 5r-ALE: 111=20'
ER05ION GONTIROL (425) 454-1900 1 IParcel 1136400002100
Qily of Edmonds (5--c uz& RECEIVED Of EDAI
Site Classification Worksheet FEB 112015
--A-:j,,,QEVF,L_OPUEUT SERVICES
,�(�JCVNTER 199"
Page 1 of 2 WOOD V LE
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 Glossary (pp. 10- 1 J), 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? El Yes El 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 Exemp 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
I
Area (square feet)
Non -Regulated
Exempt
Regulated
2.
New (Post 1977) 4 4 4 4 4 4 4
Total Regulated Impervious Area I
Mitigation required if in excess of 2000sf
V=
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 310512012 E72-StiAl—Ei-osioii—Co?itrol-03.05.12.tloc Poge 5 of 12
PLANNING"DATA
SINGLE FAMILY RESIDENTIAL
Name:
Date:
Site Address: �1-3 L,)
Tax Parcel 0 ((,3 L L,( ba 0 0 0 C)
Project Description:
Plan Check #:
T>
Reduced Site Plan Provided: NO)
Zoning: rsl-g PP b - 2-
Mao Page:
Corner Lot: (YES NO) TFlag
Lot: (YES NO)
Critical Areas Determ ination #! C-kZX- 091,912
Study Required
waiver
.SEPA Determination:
El Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required 5ethacks
Street: 0
Sid
Side:
Rear:
Actual 5etbacks
Street: 2 .
Side:
Side:
Rear:
'El Detached Structures:
El Rockeirfes:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
El Stairs/Deck:
Height
Datum Point:
Datum Elevation: 33 t -7
Maximum Height Allowed:
Actual Height: L/
Offier
Parking Required:
Parking Provided: 2,
Lot Area:
maximum Lot Coverage: 350/a Proposed:
Lot Coverage Calculations:
ADU Created: (YES /go)
-
Subdivision: V-2-002- (7 (1) -7- 0
Legal Nonconforming Land Use Determination Issued: (YES I (t))
Comments
Plan Review By: Planning Data Form (Y7-14-09.doc
\ �D
?- Y
IRFACE CALC5
RESIDENCE WIT14 EAVES 2311
WALK$ AND LANDW55 Ift
DRIVEWAY D28
TOTAL NEW IMPERVIM 2541
15TRUCTURAL LOT COVERAGE
RESIDENCE/GARAGE *55
C01,0SID POIRCM 231
TOTAL F/P 60 FT Iml
STRUCTIJIRAL LOT C010WA 16 327-
ROM CMVZAM Gmalsto or all olonar" cwmki bV 00 SlAxUrIWO MO
&4 wckdo = " dww*wred on ft plam go slow ?am
11PERVM WA6w all dedw, F, A , c"W#wed sU%x*n
d*rft rwf oywhomm mak WIN, Cirt~!P Srd Paved&*" ---
NOTES:
• LOT WAS BEEN CLEARED AND GRADED DURING3 PLAT
DEVELOPMENT PROCESS. MAX SLOPE ON SITE IS
I IN im OR APpRoxI% AR:ROuZ INDICATE
DIRECTION OF SLOPE. NO SIGNIFICANT GRADING REQ-0.
• EXCESS FILL 18 TO BE REMOVED FROM SITE.
• DOWNSPOUTS ARE To POSITIVE DRAIN INTO PLAT
STORM DRAN LINES.
DPJVEWAY WA3 A I RISE IN 32 FMIN OR 3% SLOPE.
NO DIRF, MUD, RXK, OR DEBRJS SWALL BE
TRACKED FROM TWE SITE TO THE STREET
DIRECT Au RNOFF To FILTER FABOC
FENCE DURM CONSTRJCTION
ALL DOM SPOLITS To 5E TIGIWT-LMED W1 SOLID 4' PIPE OF
APPROVED MATERIAL TO CATC44 BASIN TWEN DRYWIELL TO TWE
STOW STLIB PROVIDED 0 FRONT OF LOT ALL STORM WATER
To BE RDM To ExISITWj STOW SYSTEM LINE LOCATED
cm ImIH PIL U
a BENCAMAW, 1XI ON FIRE WYDRANT
TOPAW *TRACT T-1 ELEY 33L3o'
fd Fil
op
r
7,35Z
TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 03/16/15 1 DRWN BY: J HERR
UJ001)V,4LE LOT 21 11980 N.E. 24th ST. 23(o14 10��TP FL WE5T
BELLEVUE, WA 98005
SCALE: I"=20'
(425) 454-1900 Parcel 01136400002100
HEIGHT CALCULATION&
PLANNINu
,4=32 TOVED "L
91 A W-r /� M. EET FILE
5=32&.5' e-LS Corner�—&A&11—
G = 330' vf wpie
.' _tt
Setbacks I-Zequired Actual
5LL ---�70—
C) = 3 2'3.5' F
AVERAGE GFR,41DE =32e.25� SidesP RESUB
n � MAR 2 0 2015
ACTUAL RIDGE HT=353.(o&"
MAXIMUM FRIDGE HT= 354.2211e,<'
r —j— 24: � �7 SUUING DEPARTMEN't
—1 1 1 Or EwmuNUS