23635 105TH PL W.PDFlill lill 11
346
23635 105TH PL W
PLANNING =FILE
SINGLE FAMILY RESIDENTIAL
Name: ij a-, L LA
Date: ?-a L-1- IS'
Site Address: �3 6 3
Tax Parcel L q 0 a 6 1 Lt o o
Project Description:
Plan Check #:
0
Reduced Site Plan Provided: (YES NO)
Zoning: FK'N) �L-0'07 %
Map Page:
ner Lot: (YES
Flag Lot: (YES
Critical Areas Determination #! CRA 11NOtLtb 11-7 ZL r_e�_ .11414�:5 e�
Ve,
Study Required
El Waiver
SEPA Determination: K wJ5 k 1.,� -L)
Exempt
Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setbacks
Street:
-7
Side:
Rear-
Actual Setbacks
Street:
Side:
Side:
El Detached Structures:
Rockeries:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
Stairs/De A—
Height
Datum Point:
Datum Elevation:
Maximum Height Allowed:
Actual Height:
Other
Parking Required:
Parking Provided:
Lot Area:
Maximum Lot Coverage: 350% Proposed:
Lot Coverage Calculations:
ADU Created: (YES
Subdivision: _PR�-220-7_
Legal Nonconforming Land Use Determination Issued: (YES 90
Commen&
V7, D�iS
Plan Review By: Planning Qata Form V-14-09.doc
37'08"W
60.01'
FILTER FABRIC FENG
13
6,011 SF
ENTRANCE
F-
0
0
6 1 15
0) 5,700 SF
146i7
ENGINEERING DIVISION
A�P�PR �VE �AS '�"Ote:TED
Da
NOTES:
0 E>QMSS FILL IS TO BE REIMOVED FROM SITE.
0 DOUNSPOLITS ARIE TO POSITIVE DRAIN INTO PLAT
STOW ORAN LINES.
ONO DIRT, MID, P4M OR DEEIRIS 514,41 eE
TRACKED WM THE SITE To THE STREET
TER FAMC
FENCE DU** CONSTRI=ION
RECEIVED ODIR`CT ALL "OFF To r-lL
ALL DOWI4 SPWS TO BE TW-LMD Wl SOLD 4' PIK OF
APPR7yW MATERIAL TO CATCH DASN '40 DRYWEU To THE
STOW ST1,115 PROIADED 0 PPZW OF LOT ALL STORM WATER
JUL 3 12015 TO BE RXTED TO EXISITNG STORM SYSTEM LINE LOCATED
ON IMTW PL U
DEVELOPMENT SERVICES BENCWMAW N'CN FIRE HYDRANT
COUNTER TOPAW *TRACT T-1 ELEV 33Uir
TITLE: BURNSTEAD CONSTRUCTION LLC - N DATE: 01/25/15 DRiN BY: J WERR
11980 N.E. 24th ST. — --I
WOODVALE LOT 14 BELLEVUE, WA 98005 23635 105TH PL WE5T
EfRO51ON C-ONTFR0L (425) 454-1900 SCALE: V=20'
1 Parcel 01136400001400
POOF DOWNSPOUT
HOUSE CA rw !4;Z�T DIAMEYER
HOLE FILLED NTH
BASIN 1. WASHED
(Y*VD. n . N RqCK
DRAIN)
Pvc OWRFEL
)w
FLOW TO BE CONNE07ED
POWSPOUT -ST
TO LOT ORM DRAW
i N
ARD
OUSE 01
YRA N
CLEANOUT
I V.
PLANVIEW
T
0
NOT TO SCALE
ROOF- 4v P VC OBSER VA 770M HELL
D 0 W1 OUT (CONS7RUCT f=tf - 70,
RNISHED GRADE) ROW/
OVERFZ:OW
ROP LINE -
HOUSE
SPLASH .16;vw Vn Vj TOPSOIL
BL
7DW
FLOW
MIN 4 DIA.
FRlNE MESH_.,� pvc PIPE
SCREEN SIDES OF
CA TCH
.1701E.11NED 4# 4" PVC OvElyz Dw
BASIN' WTH-m 7ER TO BE CONNEC7ED
FABRIC
TO LOT STORM DRAIN
4 " b1A.
CLEANOUT
- P PIPE
10'MIN. p I.
SECTION "R
HOLEFILLED WITH
mwm-wmmww� - - 71ABOVE
1 112" —.30 %A$HED
NOT 10. SCALE SEASONAL HIGH
DRAIN ROCK..
GROUND WA TER
IABLE
DRY WELLDETAIL
NOT TO SCALE
1. DR Y WELL S Y$ 7EW 15 REQUIRED 70 BE INS TA LLED ON EA CH L 0 T
2. ROOF DRAIN UNE FROM EACH BUILDING 70 BE CONNECTED TO
-DRY KrLL S�SMW. OVERFLOW LINE TO BE CONNEC7ED TO LOT
STORM DRAIN CLEANOUT.
=;.>J. DRY HELLS TO BE INSTALLED AT-77ME 0,FB.UlLD1NG-00N§7RUC7l0k,
4.: 0q69N%$ 00% Wcw 16mf4s(.'qw 9MNS) ',OW. 2013
INDWIt4AL� LOT vm.vjg." sl� voAlm _Tlovvws
N6, DIV!S:,'
RECEIVED -
JUL 3 12015
DEVELOPMENT SERVICES
COUNTER
OVED
111w
A
60.01'
13
D)01 1 SF
1-11 — — — — — — I I — — — — .
ENGINEERING bIVISION
APPROV R NOT�D
Date.
tN
m
IMPERVIOUS SUI;Z-Ar-E CAL9 lk V-1
RIESIDENCE UT14 EAVES
2360
WALKS *0 LANDINIGIS
Im
DRYEWAY
mo
TOTAL NEW IMPERVIOIJS
2028
ISTRUCTURAL LOT COVERAGE
RESIDENCE4ARAW
n34
COVEFIED FORCH -
261
TOTAL Fr 80 FT
rim
STRUCTIJIRAL LOT COVERAGE
% 35%
WERMIS affACE. bwkidu A dodw, F',1- , a"ImAred
c!am% roe ovwhv4W oak vaA devemp
ad prvd mwL
NOTES:
• EXCESS FILL 18 TO BE F104OVED FROM SIM
• DOWNSPOUTS ARE TO POSITIVE DRAIN IINTO PLAT
STOW DRAIN LIINES.
• NO DIRr, MUD, ROCK OR DEMO SKALL BE
TRACKED PROM TW SITE TO T�E STREET
• DIRECT ALL RLNOFF TO FILTER FAERIC
FENCE DURING C4O4ST1%JCTION
• ALL DOWN SPOIJITS TO BE TIC*R-LMD V SOLID 4' PIPE OF
APPROVED MATERIAL TO CATC44 BASIN THEN DRYWELL TO THE
STOW SIM PROVIDW 0 FRONT OF LOT ALL STOW WATER
TO BE ROM TO EXISITM STORI SYSTEM Lie LOCATED
ON 105TH Pl.
BENC41AW 'X' ON FIRE NYDRANT
TOP*UT OTRACt T-' ELEY 33U0
jo f � At
15
5,700 SF
N%n 0j ( 04
,T
E o I fyat 6j
it 1�jl
m EMN
l mu7mm um
TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 05/013/15 DRIN 5Y: J HERR
11980 N.E. 24th ST.
111001DVALE LOT 14 BELLEVUE, WA 98005 23635 105TH Ft WE5T
SCALE: V-20'
(425) 454-1900 Parcel 0 01136400001400
HEIGHT CALCULAT IONS
A = 3 31.5'
E3 331.5'
C' 3 31.5'
[) 3 3 13'
AV, OfRIG GfRADE = 331.5'
ACTUAL fRIDGE HT=355.5'
MAXIMUM IRIDGE HT= 35(o.5'
STREET FILE
Zone_F� 4 Av-�074 Corner
4--
VFla&.L
Setbacks
Required
Actual
Front
Sides
9-<-
--- 77 T-6—
'7 �_/'T'd-
-7
Rear
Other
RESUB
Height
SEP 10 2015
BUILDING DEPARWEI
D CITY OF EDMONDS