23617 105TH PL W.PDFiiiiii lill
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23617 105TH PL W
PLANNINGDATA
SINGLE FAMILY RESIDENTIAL
Name:
Date:
Site Address: -7 k.,-)
Tax Parcel
Project Description:
0
Plan Check #:
'9
.
—
Reduced Site Plan Provided: UYES NO)
Zoning:
Map Page:
Corner Lot: (YES
Flag Lot: (YES
Critical Areas Determination #? CRA 1 1-2 -L
[N'Study Required
0 waiver
SEPA Determination: mt)04%
Exempt
Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setbacks
Street: TS,
de: -7-
�T
Side:
'7? 7�L
Rear:
_j
ActualSetback5
Street:
Side:
Side:
Rear:
Detached structures:
Rockedes:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
El Stairs/Deck:
Datum Point:
k
Datum Elevation: 3f.
Maximum Height Allowed: 35 --7
-rfsl) I
Actual Height:
::.—�
Offier
Parking Required:
Parking Provided: 'I) —
Lot Area: -7
Maxi mum Lot Coverage: 35% Proposed:
Lot Coverage Calculations:
(A 2�
57 z19,
ADU Created: (YES /bo
Subdivision: T
)-,Dc)7 R'2 0 c> 7— 6V
Legal Nonconforming Land Use Determination Issued: (YES /
F�))
Commen&
Plan Review By:
Plaming Data Form CY7-14-09.doc
2"
PATIO'
SOD
(6) 6/7'EM. GREENS
_(2- O.C.) PER H.O.A.
CRUSHED ROCK
0
0 COVERED
-4 MC PATIO
>-<
MC
�k� BARK
0
0
�SOD
_"SOD
DRIVEWAY
0 E1000o
0
0
C)
0
SOD
0-0
V-.Y
0
New Horizons IF 3 to
Landscape Design & Installation oodvale - Lot 9 1": 10'-0"
12003 184th Ave, NE For Burnstead Co.
Redmand, WA 98052 11.11.201S
MO4VEDY PLANNING
ND
0
0
UNSET MAPLE
V
VINE MAPLE
F
FLOWERING DOGWOOD
VANDERWOLF PINE
FOUNTAIN GRASS
VAR. REDTWIG
0 0 TTO LAUREL
RHODODENDRON
PJM RHODO.
VIBURNUM DAVIDI
0
AZALEA
0
BLUE FESCUE
FERN
YELLOW YUCCA
COBBLESTONE
PINE
RED CEDAR
mc
WAX MYRTLE
yWESTERN
0
DOGWOOD
RS
FLWR.CURRENT
MA
OREGON GRAPE
SA
SALAL
goor.Do.osPour -roo .2 0 2015
HOUSE. 4 T DIA
HOLE 1-7a-0 WTH., - - C 3 CTR.
BASIN 1. 112" -3* WASWEe1j,",
V -, M, Is
(YMD
DRAIN ROCK
bRA.IN)
4" PVC OWRFLOW
-,ROOF FLOW TO BE CONNEVED
DOV.4VSPOUT TO LOT -STORM DRAIN
CLEANOUr
PLAN VIEW,
NOT TO SCALE
4` P Vo LBSER V WLL
ROOF AMU
rooToo-TT (CONSIRUCT FLU$H TO.,
nN, ROW1
OVERFLOW WED ORZ) 1�� LINE
HOUSE SPLASH slovIc lot
4 TOPSOIL
FLOW
\,WIN 4 DIA,
FINE MESH Pvc PIPE
SIDES OF
:C]�TCHJ HOLE-UNED 4# 4 P VC 0 VERR w
BASIN' WTH-ni.TER TO BE CONNEVED
FA BRIC TO LOT $TORhf DRAIN
DRA 4 " blA. CLEANOUT
lot PIC PIPE
4-FOOT DIAMETER
SECTION HOLEFILLED V117H
1 112" -.30 &SHED rj4l NA 0 VE
NOT 10. SCALE DRAIN ROCK.. AL HIGH
GROUND WA TER
IABLE
DRY WELLVETAIL.
NOT 70 SCALE
1. DRY fWLL- SMEM IS REQUIRED TO BE INSTALLED ON EACH LOT.
2. ROOF DRAIN LINE FROM EACH BUILDING TO BE CONNE07ED TO
'DRY WLL SYS7EM, 0 VrRaOW LINE TO BE CONNEC70 TO LOT
STORM DRAIN CLEANOUT.
=_*j. DRY. %ELLS 70 BE INSTALLED AT-77ME 0FBUXD1NG.-CONS7RUC776N-
4.: OV69NW-S OOA &A 29!3.
jor4k kW 1WI.IM14 WOO" "oo-WAPq AA-T)
i &-
01
I
2 0 2 ]"'1
TITLE:
WOODVALE LOT 13
ER05ION CONTROL
T 1
5' 2
ix
NOTES:
• LOrt HAS BEEN CLEARED AND GRADED DURM PLAT
opy DEVELOPMENT PROCESS. MAX SLOPE ON SITE 16
I IN bW OR APPROXM AFaROWS INDIr-ATE
DIRECTION Or- SLOPE NO SIGNIFICAM CdZADING REQT%
• EXCESS FILL 10 TO BE REMOVED FROM SITE.
• DOWNSPOUTS ARE TO POSITIVE DRAW INTO PLAT
STORM DRAW LINE&
• DRIVEWAY WAS A I RISE W.12 FAIN OR 3% SLOPE.
• NO DIRT, W, ROCK, OR DEBRIS 614ALL BE
TRACIW FROM T14E SITE TO THE 67FW
• DIRECT ALL RIJNCFF TO FILTER FABPJC
FENCE DLIRING CONSTRIJCTICN
• ALL DOWN SPOJITS TO BE TW-LINM Wl SOLD V PIPE OF
APPRCrvW MATERIAL TO CATC14 BASN THEN DRYUELL To TH
STORM STLD FROMM a FRONT OF LOT ALL STOW WATER
TO BE ROJTM TO EMSITING STORM SYSTEM LINE LOCATED
ON IMU4 PL ILL
MrAIAW IV ON FIRE WDRANT
TOPAW *TRACT V ELEY 33130
BURNSTEAD CONSTRUCTION LLC DATE: 03/23/15 1 DFUN BY: J WERR
11980 N.E. 24th ST.
BELLEVUE, WA 98005 23(oll 105TH Ft WEST
5CALE: 1"=20'
(425) 454-1900 Parcel 0 0113640000MOO
I
ROLVED PLANNINNG6 REVISION
AUG 2 12911)
17f
BUILDING DEPARTMEN t
-7-6 --)-. �' CITY OF EDMONDS
32(o
32ro'
pl�
IMPERVIOUS SURF -ACE GALG5
MSIDENCE WITW AVE$ 2311
WALK$ AND LANDINGIS 238
DRIVEWAY 432
TOTAL NEW IMPERVIOUS 2WI
ISTRUCTURAL LOT COVERAGE
RESIDENCE/GARAGE 1656
COVERED PORCHI 231
TOTAL F/P SO FT m
STRUCTURAL LOT COVERAGE X 32%
Rom COAwaa cmilats of all eleroavla covoml bg ft WuMre'o roa
MCI W-kxim ovwhmap " ollmmicrad on On p6n 94 Omm hwe
PFl9tVVA SIFFACM kcl� &II'd
dtww%rwfvi�wkwdyt, *=
NOTES:
• LOT WAS BEEN CLEARED AND GRADED DURING PLAT
DEVELOPMENT PROCESS, MAX SLOPE ON SITE 15
I IN 100 OR APPROXI% ARROLM INDICATE
DIRECTION OF SLOPE. NO SIGNIFICANT GRADINGs REQ'D.
• EXCESS FILL IS TO BE REMOVED FROM SITE,
• DOMSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STORM DRAIN LINES.
• DRIVEWAY WAS A I RISE IN 32 FAN OR 3% SLOPE.
• NO DIRT, MUD, ROOK, OR DEBRIS SWALL BE
TRACKED FROM T�E SITE TO TWE STREET
• DIRECT ALL RLNOPF TO FILTER FABRIC
PENCE DURM CONSTRUCTION
0 SPOUTS TO 5E T*14T-LNED W1 SOLID 41 PIPE OF
APPROVED MATERIAL TO CATC14 5ASIN THEN DRYWELL TO TWE
STOW STUB PROVIDED 0 FRONT OF LOT. ALL STOW WATER
TO BE ROUTED TO EXISITNG STOR1 SYSTEM LNE LOCATED
ON 05TI4 PL III.
• BENC�� 'X* ON FIFM WYDRANT
TOPNUT *TRACT NFN ELEV 331.30'
TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 04/22/IF, DRUN 5Y: J HERR
WOOI)v,4LE LOT S 11980 N.E. 24th ST. 23roll 10�TH FL WE5T
BELLEVUE, WA 98005 5CALE: P=20'
(425) 454-1900 Parcel 01136400000900
HEIGHT CALCULATION5
A=32-l'
5=321'
3 2 ro.5'
AVERAGE GRADE=32&.15'
ACTUAL RIDGE HT=3503-4'
M4XIMUM RIDGE HT= 35115
�4 F) Corner P Flag__�
Zonk9.-kJ!01S?12!L--1
Setbacks
Actual
Front
-7
Sides
Rear
26
Other
STREET FILE
Heig!A
u
I
AP VED BY A�NNING
860 SF/
b
0 10
C;
(cl 6,449 SF
2 1'- 2 1/2 C
- 141 25'- B11
6
0
0 (0
h, x '�D I
4 )t 321'
N
00 J/ u I C Y UTILITIE�5_
3 2 101.21� 11-7.--TE 1/>2� PI�L_YTUIBE E
0
x
lb
0
0
57 S
5/w
F NW
5TOR RE
MAIN EL=
1
-A
,�%L/r
1 0 STO
-32a'
32 0
12' E R
4 ,C,�,43 4 - 34
326
C/O IN,
12" LOC
cb
tx
N 8-8'3 7 �O
100. 1�—W-
2 &X-
1/2 X
45'
2 5'o
41
hJGIN ERING DIVISION
APPR( VEDIIyAS NO
0 h��4\ [)ate.
8
0—
0
(D F; n?R F
NOTES:
IMPERVIOL15 5UF;FACE CALC5
MSIDE14CE WITH AVE$ 2311
UWALKS AND w--k 54
PRNEWAY 432
TOTAL NEW "=ERVIOUS 2531
STRUCTURAL LOT COVERAGE
RESIDENCE/GARAGE VOIDS
COVERED 231
TOTAL F/P 60 FT m
powi Y-n n2Aj I en CoyligAGE % 32%
ROM WVBZ4Wj C�mwsts of all *Wnw" wvood bg ft WW"'& roe
and ftld- got *cm hwa
IvEprium h"C===.1.rd .,
ch%rd% roO oywharmal, Oak ma;p, CkN6041 Old Pfived WW& ---j
• LOT WAS 5EEN CLEARED AND GRADED DURJWx PLAT
DEVELOPMENT PROCESS. MAXL SLOPE ON SITE IS
I IN IM OR APPROXM ARROWS INDICATE
DIRECTION OF SLOPE. NO SIGNIFIMANT GRADW-v REQ'D.
• EXCESS FILL 18 TO BE REMOVED FROM SITE.
• DOWNSP=S ARE TO POSITIVE DRAIN INTO PLAT
STORM DRAIN LINES.
a DRIVEWAY WAS A I RISE IN 32 FMN OR 3% SLOPE.
• NO DIRT, MLID, ROCK, OR DEEMS 6WALL BE
TRACKED FROM T14E SITE TO T14E STFREET
• DIRECT ALL RMFF To FILTER FABRIC
F04CE DURM CONSTIWION
a SPOUTS TO BE T1314T-LNED UJV SOLID 4' PIPE OF
MATERIAL TO CATC114 SASN THEN DRYWELL TO THE
STOW STU5 PROVIDED 0 FRONT OF LOT ALL STOW WATER
TO BE RXW TO EXISITING STOW SYSTEII LM LOCATED
UN 19PIH
o BENCHMAW, 'A' ON FIRE WTVRANT
TOPAW *TRACT "I" ELEV 33L30'
4
2 1.
4i CAS* IRON>
E COVE F!
C)
T
5' 2
TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 04/22/15 DRUN BY: J HERR
11980 N.E. 24th ST.
IJJ001)v,4LE LOT 9 BELLEVUE, WA 98005 23(oll 105TH PL WE5T
5CALE: P=20-
(425) 454-1900 Parcel 0 011364000001300
HEIGHT GALCULATION5
,4=321' Scanned
3 2 ro.5'
AVERAGE GFRAIDE=326.15'
ACTUAL RIE)CsE HT=350,(54'
MAXIMUM fRIE)GE HT=
Zone IZS-,P 'tf'Ler 0 Fla 'TREET FILE
�.: � (p- r--\) -D 0 , " — g,-Lt--S
Setbacks Required Agi al
Front
7/7
Sides -7
Rear valm
Other RESUB
-H t APR 2 3 2015
BUILDING -DEPARFMENT
a(-Pz.o 1 5-o Y) S CITY OF EDMONDS