23629 105TH PL W.PDF3.43
23629 105TH PL W
PLANNINGDATA
SINGLE FAMILY RESIDENTIAL
Name:
Date:
Site Address: -t l'- PI
Tax Parcel 6v0000
Project Description:
Plan Check #:
?-6 0
Reduced Site Plan Provided: NO)
Zoning: ,VO6-7
Map Page:
Corner Lot: (YES 00
Flag Lot: (YES
Critical Areas Determination #! wa P4,-P-4 saj -7\N
B—Study Required.
El Waiver
SEPA Determination: MK)i\J� �4s"
0 Exempt
0 Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setbacks
Street:
Side:
Side:
Rear:
Actual Setback5
Street:
Side:
Side:
Rear: ;2 5-7
Detached Structures:
El Rockerles:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
El Stairs/Deck:
Height
Datum Point: T�
Datum Elevation:
Maximum Height Allowed:
Actual Height:
Other
Parking Required:
Parking Provided:
Lot Area:
maximum Lot Coverage: 350/D Proposed: S 3. 00
Lot Coverage Calculations:
ADU Created: (YES
Subdivision:
Legal Nonconforming Land Use betermination1sued: (YES
Commenti
Plan Review By:
Plan6ing Qata Form (Y7-14-09.doc
— —I -� vv
- 7r) r)o'
FILTER FABRIC FENCE--;
051 SF
z
__j
70. 00'
-
.8*37"20"W
TR-D
60.00' 114 00 1 / uo I vv Cn
ENGINEERING DIVISION
APPR VEr I ASNOTED
Date:Wigi-15
--r—NOTES:
o EXCESS FILL 16 TO 5E REMOVED FfWM SITE.
OWNER/CONT66OR IS RESPONSIBLE F=t&fpw cr> AIM TO POSMYS DIRAIN INTO ILAT
RT.
• DIRr, �W, RXK OR DORS OW&L eE
EROSION CONTROL AND DRAINAGE TRACMD FIWM TI-E SrM TO TW STRW
• DIKCT ALL W40F TO FILTM FAMCC
FISNIM DUM4 0"TRiCTICN
• ALL DOM SPOWS TO BE T*W-LM tW SMID 4' FIPE OF
RESUB APFRLWW MATERAL TO CATC44 BASN THEN DRYUELL TO T�
STORI STLIB PRCMM 4 FIR" OF L011. ALL STOW WEIR
TO BE FWUW TO 1XISIM113 STOW SYSTM LM LOCATIM
SEP 2 8 2015 CN imTH K u
• SENCWUW W ON FIRS WYDRANT
BUILDING DEPARTMENT TOP*W STRACT1' ELEV 33130'
13
6,011 SF
\1/ �'� T=�//
ANN
Cire OF EDMQND—S
TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: OS/25/15 I DRN BY: J WERR
UJI001DVALE LOT 12 11980 N.E. 24th ST. 236213 105T�4 FL UJE5T
ERO&ION CONTROL BELLEVUE, WA 98005 ',-ALE: I"=20'
(425) 454-1900 Parcel 01136400001200
POOF Dolwspour
-F 7E'R
HOUSE. CA MH .4 OOT DIAME
SE
HOLE 17LLED WTH
BASIN 1. .112- -3- WASHED
(YARD DRAIN ROCK
DRAW) . .- ': -
4" PVC OWRFLO
w
ROOF FLOW TO BE CONNE07ED
DOMSPOUT
�S
YMD
.1 RA!N
-ST
HOI
TO LOT ORM DRAIN
r
PLANVIEW
V
Nor TO SCALE
ROOF - 4 P VO OBSER VA HELL
Do;wspoTr (CONMUCT FLU$H TO,,
PD0141
FINISHED GRADE) ROW/
T
0 0
VERFZ:OW ROP LINE -
HOUSE AMC
SPLASH <0 - lo,
MaCK
FMIN
4" DIA.
MIN;
FLOW A41N 4 DIA.
Pv p1pr
MEMESH C
pvc PIPE
SCREEN SIDES OF 9. wn-
CA TCH HOLE. M.-D 4# L4' P VC 0 VERF Lo W
51N Ph TH.m. TER
YARD TO BE CONNECIED
FA BP10 70 LOT STORM DRAIN
4"blA. CLEANOUT
Pvc PIPE
0 1 M/N.
4-Foor DtAuE7E*R J
SECTION HOLE FILLED VV77H
mwwmwmp� - —[MIN. ' ' A
1 112- -3- WASHED I ABOVE
Nor to. �cALE DRAIN ROCK SEASONAL HIGH
GROUND WA TER
rABLE
DRY WELL'DETAIL.
Nor To scA77
I.. DRY HELL. $Y$7EW 15 REQUIRED TO BE INSTALLED ON EACH LOT
2. ROOF DRAW LINE FROM EACH BUILDING 70 BE CONMEMED TO
'DRY KELL SiSlEW. OVERFLOW LINE TO BE CONNE07ED TO LOT
STORMPRAIN CLEANOUT.
J. DRY HELLS TO BE INSTALLED A T-77ME OF BUILDING.- CON§77=710m.
4.: N"ROW-S
2013.
luvlftuk� LOT 649tL
DIV!&
lor-K w I wl;lmt3 woo" lgm*axAvq
RECEIVED
AUG 2 12015
DEVELOPMENT SERVICES
COUNTER
J0 vv
60.00'
N88*37'08"W
A
60.00'
12
P'
'3 0
m p,
E) REAR YARD 5/5
K
0
0 6,17
6 S F
r3 112 " x
2 ro'-
I
0 112
AffROVED BY(YLANIN N3
5 C
t C9 - )L-1�
ELAN JV&02E3
'D
13
C
(�
p Ln
F
2 5T fRE511)
EL 29
CE $/uj
(0
0)
6,011 SF
0
0
z
01
CN
N
F
r6
z
LO
0
13
z
VF
C/J INV 3263
C/o
-1
Lf)
V327
�1 �32
8.
of N
LLSIJAI
mw
0 28.76'
SARSY,
2g" OF
8 -
4- sc 34. 6
3
0
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0
vw
ETE
— — — - — —
— —
10 f=L
A VED AS NOTED
Date:—L0LkL15
U) " -,-- - � 1----v
JIMPERVIOUS 5URFACE CALCS
SIDENCE WIT14 EAVES
2486
WALKS AND LANDIhW
4S
DRIVEWAY
41S
TOTAL NEW IMPERVIOIZ
2SW
ISTRUCTURAL LOT COVERAGE
RESIDENCE/GARAGE
1842
COVERED PORCH
98
TOTAL F/P so FT
2001
STRCMRAL LOT COVERAGE
% 34%
I
dwrW4 roe k
pm—��
NOTE5:
• EXCESS FILL IS TO BE REMOVED FROM SITE.
• DOWNSPOUTS ARE TO POSITIVE DRAIN INTO PLAT
STORM DRAIN LINES.
13 NO DIRT, MLID, ROCK OR DEBRIS SWALL BE
TRACKED FROM T14E SITE TO T14E STREET
DIRECT ALL KNOFF TO FILTER FABRIC
FENCE DURING CONSTRXTION
SPWS TO BE TIGHT-LNED W1 SOLID 4" PIPE OF
APPROVED MATERIAL TO CATC14 EASIN THEN DKIIIELL TO THE
STORM STUB PROVIDED 0 FRONT OF LOT. ALL STOW WATER
TO 5E RXITtD TO EXISITING3 STORM SYSTEM LINE LOCATED
ON IMT14 PL W.
BENCHMARK 'X' ON FIRE HYDRANT
TOPAW *TRACT uFN ELEY 33LW'
oil
m m
TITLE: BURNSTEAD CONSTRUCTION LLC N DATE: 10/16/1 Y: J HERR
11980 N.E. 24th ST.
WOOE)VALE LOT 12 BELLEVUE, WA 98005 236213 105TH FL WE5T
SCALE: 1"=20'
(425) 454-1900 I*Ar�pl 0 KA1I1ZAneArAn1WAtA
HEIGHT CALCULATION&
A = 320.5'
15=32a.5'
C- 3 2 (5.5'
1) 3 2 (5.5'
AV, OFRIG GRAE)E=3253'
AC,TUAL fRIE)GE HT=3�,23'
t-IAXI�IUM RII)GE HT= 353.5'
C/)
Zonqf�
Corner Flag±L;:�
Lo--t b -ac k s L-�2iq i red, Actual
Front
Sides
Rear
Other
R&-t
RESUBr""""""""""""
m
OCT 19 2015
BUILDING DEPARTMENT
cITY OF EDMONDS