22-104880-Site Plan-10.26.2222-104880
DATE: 08/0a/22
PLAN: 5150-C-R
15552-61
(5) PAPERE3AR<
MAPLE STREET TREES
501 ° 14'07 "W
a6.57
CA I
W '
Q
Inlet and outflow all
be on opposite es
of infiltration gallery
Catch Basinsl�reE355L
required where any _
grade break or
alignment change
21x I O TRENGH
5' MIN TO STRUCTURE/
5' MIN TO PROP LINE
(2) TRIDENT MAPLE
STREET TREES
SILT FEN0E OR
STRAW WATTLE
10' PUE3LIr, UTILITY
EASEMENT
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 T16HTLINF-D TO
STORM DRAINAGE SYSTEM
5) ROOF 4 FOUNDATION DRAINS TO BE
TIED TO STORM DRAINAGE SYSTEM
S 302nd STREET
EXISTINO RETAININO
WALLS (TYP)
20' FRONT E355L
ARMORED
r,NST ENTRANrF-
NaE)°42'5a "W
54.70'
FIGURE C211A PERFORATED PIPE CONNECTION FORASINM FAMILY RESIDENCE
RANDOM FILL RECEIVED
6"MIN - Oct 31 2022
18" MIN. FILTER FABRIC
6" PERFORATED PIPE CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
�-24" MIN. 1 21"-4" WASHED ROCK
TRENCH X-SECTION NORTH
NT5
SLOPE _
TO ROAD
DRAINAGE SYSTEM
2' XW LEVEL TRENCH
wl PERFORATED PIPE
PLAN VIEW OF ROOF
MS
SITE PLAN
ADDRESS: 10121 5. 302nci St.
PARCEL: C152651-0670
BUILDING COVERAGE &
IMPERVIOUS SURFACE
BLDG COVERAGE = 60% MAX
ROOF: 1,792 SF
DRIVEWAY/WALK: 398 SF
PATIO: 132 SF
TOTAL IMPERVIOUS AREA: 2,322 SF
LOT AREA: 6,552 SF
BLDG COVERAGE.- 271—
UTILITY LEGEND
�w
= WATER LINE/METER
�^ so
= STORM LINE/STUB
s
= SEWER LINE/STUB
•------------------------------
= FOOTING DRAIN
—<<—<<—<<--<<—<<—<<—
= STORM TIGHTLINF—
sGALe: I:ao THE YVOODLANDS D.R. HORTON
B-R•HOMN` ® AT REDONDO CREEK
COMPLETED BY: DM 1 1 241 SLATER AVENUE NE
�,.I (425)821 —3400 ext. 5123 SUITE 200
J b"'v' dmehus(9drhorton.com LOT II KIRKLAND, WA 98033