22-102926-Woodlands Lot 63 - Site Plan 6-28-22Per 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.
EXISTINO RETAINING
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Roof and footing drains DATE: 06105122
shall connect to Lot PLAN: 5150-5-R
supplied community �5352-63
drainage connection.
30�, All damaged sidewalks
E355L due to construction
shall be repaired prior
A to occupancy
%
(V
' o
1 I
1
41-011
�)I
SOIL
I� / STOOK
1 l PILE
' I I
(01'-q 1/211
541-0
PAD: 481.91
N220251151A - - -
50.0019th AVE S
PAFEREARK
MAPLE 5 REE
TRFE
All erosion control
measures shall be installed
prior to any inspection and
shall be maintained
throughout the course of
NOTES: construction.
1) EXTERIOR CONCRETE AREAS
MAY VARY DUE TO SITE CONDITIONS
2) EROSION/SEDIMENT CONTROL
MEASURES MUST BE FUNCTIONAL AND
MAINTAINED THROUGHOUT
CONSTRUCTION
S) 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 SYSTEM
NO EXCEPTIONS
SITE PLAN
ADDRESS: 50504 I' ith AVE S
PARCEL: ' i52651-0063
I Y LJ
z
51 E355L
20' max driveway
width
SILT FENCE OR
57RAN NATTLE
ARMORED
ONST ENTRANCE
RECEIVED
Jun 29 2022
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
BUILDING COVERAGE &
IMPERVIOUS SURFACE
BLDG COVERAGE = 60% MAX
ROOF: 1,769 SF
DRIVEWAY/WALK: 423 SF
PATIO 132 SF
TOTAL IMPERVIOUS AREA: 2,324 SF
LOT AREA: 6,297 SF
BLDG COVERAGE: 28%
UTILITY LErvEND
�w = WATER LINE/METER
so = STORM LINE/STUB
s = SEWER LINE/STUB
SCALE: 1:20
D
COMPLETED BYDM
D•R•HORrON®
(425)821-3400 ext. 5123T
J �'•'" dmehus@drhorton.com
THE
T OOD D
REDONDO CREEK
LOT 63
D.R. HORTON
11241 SLATER AVENUE NIL
SUITE 200
KIRKLAND, WA 98033