22-105154-SF-Woodlands Lot 59 - Site Plan 11-9-2222-105154
The contractor shall verify the property lines and setbacks for the
placement of the structure authorized by this permit
RECEIVED
Nov 21 2022
EXISTING 52202511511E 5' E355L oMxrooa.E�.
RETAINING NALL
484 --
no HVAC inri
r
side yard set i
back
I I I
12x12 SOIL
TAM STOCK
_ I V
PILE
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50'-0"
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I
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Inlet and outflow shall I ' 541-011 '
be on opposite ends i '
PAD:
of infiltration gallery
I
10' PU51=1O
UTUTY EASEMENT
SILT FENCE
OR 57RA 1NATTLE
A- 47 ° I T5211
R - 55.00'
L=45.i5'
ARMORED
ONST ENTRANCE
Per 2021 SWDM
Appendix C2.11
A gravel filled
trench must be at
least 10-feet in
length for every
5,000-SF of
impervious surface.
NOTES:
1) EXTERIOR CONCRETE AREAS
MAY VARY DUE TO SITE CONDITIONS
2) EROSION/SEDIMENT CONTROL
MEASURES MUST BE FUNCTIONAL AND
MAINTAINED THROUGHOUT
CONSTRUCTION
5) SOIL STOCK PILES TO BE COVERED
WITHIN 24 HOURS
4) YARD DRAINS TO BE TIOHTLINED TO
STORM DRAINAGE SYSTEM
5) ROOF $ FOUNDATION DRAINS TO BE
TIED TO STORM DRAINAGE SYSTEM
h- I
I
II
I
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I
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I
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20' FRONT E35E31=
RGUE C211APERFORATED PIPE COHECTION PDRASIRE FAMILYRESIDBNE
a6RANDOM FILL
6" MIN
18" MIN. FILTER FABRIC
" PERFORATED PIPE
1 z"-a" WASHED ROCK
�24" MIN.
TRENCH X-SECTION
NT5
SLOPE _
TO ROAD
DRAINAGE SYSTEM
2' x10' LEVEL TRENCH
w/ PERFORATED PIPE
PLAN VIEW OF ROOF
Nrs
SITE PLAN
ADDRF-55: 50325 Iqth AVE 5
PARCEL: C15265I-05g0
4NORTHO
DATE: 05/0q/22
PLAN: 5150-A-L
'75552-51
n
5 M TO STRUOTURE/
5' MIN TO FROF L NE
Roof drain and footing
drain shall connect to
community site drainage
line.
BUILDING COVERAGE &
IMPERVIOUS SURFACE
BLDG COVERAGE = 60% MAX
ROOF. 1,792 SF
DRIVEWAY/WALK: 540 SF
DECK: 132 SF
TOTAL IMPERVIOUS AREA: 2,464 SF
LOT AREA: 5,250 SF
BLDG COVERAGE: 41%
UTILITY LE&END
ru W
= WATER LINE/METER
(E) So
= STORM LINE/STUB
S
= SEWER LINE/STUB
-------------------------------
= FOOTING DRAIN
—<<—««--««—<<—
= STORM TIOHTLINE
SCALE: 1:2o THE W00DLAND5 D.R. HORTON
coMPLETED BY: YxL 11241 SLATER AVENUE NE
D�R�HORp1N°
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ylin�drhorton.com LOT 5q KIRKLAND, WA 98033