22-102451-Woodlands Lot 1-Site Plan-6-2-2022Per 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.
Mechanical equipment not
allowed in side yard
setbacks
EXI5TIN6
RETAINING WALLS
10' FUBL= r, UTILITY
EASEMENT
SILT FENrE OR-
STRAN WATTLE
FAPERE3ARK MAPLE
STREET TREE
TRIDENT MAFLE
STREET TREE
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 TIGHTLINED TO
STORM DRAINAGE SYSTEM
5) ROOF $ FOUNDATION DRAINS TO BE
TIED TO STORM DRAINAGE SYSTEM
N8)8)041'26)11W
51.75
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S 302nd STREET
SITE PLAN
ADDRE55: IC128 5. 302nd 5t.
RECEIVED
=z 2o==
N
DATE: 01/20/22
PLAN: 5160-A-R
15352-OI
-
11
20' FRONT 555L
ARMORED
r,NST ENTRANT E
50a °42'5a "E
5q.12'
NORTH
BUILDING COVERAGE &
IMPERVIOUS SURFACE
BLDG COVERAGE = 60% MAX
ROOK 1,867 SF
DRIVEWAY/WALK: 410 SF
PATIO 132 SF
TOTAL IMPERVIOUS AREA: 2,409 SF
LOT AREA: 5,985 SF
BLDG COVERAGE. 31
LM L 7Y LEr::,ENL:)
EW —W = WATER LINE/METER
C) SD = STORM LINE/STUB
S = SEWER LINE/STUB
D-R-HORW
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SCALE: 1:20
COMPLETED BY: DM
THE WOODLANDS
AT REDONDO OREEK
LOT I
D.R. HORTON
1 1241 SLATER AVENUE HE
SUITE 200
KIRKLAND, WA 98033
(425)821-3400 ext. 5123
dmehus@drhorton.com