22-104097-Woodlands Lot 60 - Site Plan 9-7-2222-104097
DATE: OS/011/22
PLAN: 5150-5-R
15352-60
RIGHT=OF WAY DEDICATION TO BE
DED I GATED E3Y SEPARATE DEED
(SEE DETAIL BELOW)
EXISTING
RETAINING
WALLS (TYF.)
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.
Roof drain and footing
drain shall connect to
community site drainage
line.
TRENCH CAN NOT
BE IN SET BACK
5' BSBL
I
I
�r-
2'x 10' TRENCH 0
5' MIN TO STRUCTURE/
5' MIN TO FROP LINE
FN,'UiEC2111AFBi MTEDPIPE CANEDUFORAMWFMIY
RANDOM FILL
6" MIN
18" MIN. FILTER FABRIC
6" PERFORATED PIPE
�-24" MIN. 1 2' -4" WASHED ROCK
TRENCH X-SECTION
_
SLOPE
r
501012155'E
64.54'
z - -T -v
QP Im
12x]
12'--7 IJ���' PST
1-
N
TO ROAD \
DRAINAGE SYSTEM
2' x10' LEVEL TRENCH
wl PERFORATED PIPE
PLAN VIEW OF ROOF
NM
0' PU5L 10 UTILITY EASEMENT
SILT FENCE OR 57RAW WATTLE
The contractor shall verify the prXWe
r�5„
and setbacks for the placement
structure authorized by this permit R-55.00
L-56.51'
R.O.W
DEDICATION
T
30. 72' 6.4 7 7.36'
S31 ° 12'35"W SO1' 1 2'35"W S28°47'25"E
6.00' 6 07, 6.00'
R6HT OF WAY DEDICATION DETAIL
NOTES
1) EXTERIOR CONCRETE AREAS
MAY VARY DUE TO SITE CONDITION5
2) EROSION/SEDIMENT CONTROL
MEASURES MUST BE FUNCTIONAL AND
MAINTAINED THROUGHOUT
CONSTRUCTION
3) SOIL STOCK PILES TO BE COVERED
WITHIN 24 HOURS
4) YARD DRAINS TO BE TISHTLINED TO
STORM DRAINAGE SYSTEM
5) ROOF $ FOUNDATION DRAINS TO BE
TIED TO STORM DRAINAGE 5Y5TEM
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PAD: 483.60
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1/2"
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Maximu
AL RT
All a sion control measur
shall a installed prior to an
inspec ' n and shall be
maintain d through t the
course o con ction.
N CEPTIO 8'
/ RECEIVED
/ � Sep 20 2022
1gTYPMEN Pv� COMMUMOEVELO
4NORTHN
SITE PLAN
ADDRESS: 30322 Kith AVE 5
PARCEL: a52651-0060
K
/_Till0�9: aI
�� —
driveway
-feet
— 20' FRONT E355L
ARMORED
ONST ENTRANCE
All damaged
sidewalks due to
construction shall
be repaired prior to
occupancy
BUILDING COVERAGE &
IMPERVIOUS SURFACE
BLDG COVERAGE = 60% MAX
ROOF: 1,623 SF
DRIVEWAY/WALK: 554 SF
PATIO: 132 SF
TOTAL IMPERVIOUS AREA: 2,309 SF
LOT AREA: 6,550 SF
BLDG COVERAGE: 35%
UTILITY LErEND
ru W
= WATER LINE/METER
LSD
= STORM LINE/STUB
S
= SEWER LINE/STUB
-------------------------------
= FOOTING DRAIN
STORM TIr7HTLINE
SCALE: I:2o THE WOODLANDS D.R. HORTON
ooMPLereD BY: YxL 11241 SLATER AVENUE NE
D�R�HOR70.N"'y
l4ZBY'l sA��"'•Ga!C�J^ (425)821-3400 ext. 5172 AT REDONDO CREEK SUITE 200
ylin�drhorton.com LOT (60 KIRKLAND, WA 98033
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