22-105194-SF-Woodlands Lot 2 - Site Plan 11-11-22DATE: 10/07/22
PLAN: 5150-B-R
15352-02
EXISTING
RETAINING WALLS
N
a
21x I O' TRENr H
5'KNTO
STRUOTURE/
5' MIN TO PROP
LINE
I
12'-II I/2
Nac5°4I'26 "W
r— Q
I ®ro Yo; a _®
I I
12x12 \JJ ♦� SOIL v I STOCK
\ PILE
_-----
20' FRONT E3S5L_
SILT FENOE OR—
STRAN WATTLE
e=7°05'35
R=27a.00'
L-54.42' —
TRIDENT MAPLE
STREET TREE
FMMC211APFAFORATED PIPE=&WnION FORASNGIEFAMILY RESIDENCE
RANDOM FILL
6 MIN
18" MIN FILTER FABRIC
6" PERFORATED PIPE
1_24" MIN. 1 z"-a' WASHED ROCK
TRENCH X-SECTION
NT5
SLOPE _
TO ROAD
DRAINAGE SYSTEM
2' x10' LEVEL TRENCH
w/ PERFORATED PIPE
PLAN VIEW OF ROOF
NT5
NOTF-5:
) EXTERIOR CONCRETE AREAS
MAY VARY DUE TO SITE CONDITIONS
2) EROSION/SEDIMENT CONTROL
MEASURES MUST BE FUNCTIONAL AND
MAINTAINED THROUGHOUT
30'-011—
PAD: 501.40
55'—q al
48
5' E3SSL
d EASEMENT
p Ile,
�, I5.0a'
w
I ARMORED
ONST ENTRANOE
S 302nd STREET
s
Roof drain and footing
drain shall connect to
community site drainage
line.
NORTH
5) SOIL 57 ION
3) SOIL STOCK PILES TO BE COVERED
SITE
PLAN
WITHIN 24 HOURS
4) YARD DRAINS TO BE TIGHTLINED TO
STORM DRAINAGE SYSTEM
ADDR555: I�i22 5. 302nd St.
5) ROOF 4 FOUNDATION DRAINS TO BE
TIED TO STORM DRAINAGE SYSTEM
PAROEL: C152651-0020
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.
BUILDING COVERAGE &
IMPERVIOUS SURFACE
BLDG COVERAGE = 60% MAX
ROOF: 1,623 SF
DRIVEWAY/WALK: 403 SF
PATIO: 132 SF
TOTAL IMPERVIOUS AREA: 2,158 SF
LOT AREA: 5,316 SF
BLDG COVERAGE: 41
UfiILITY LE6,END
W
= WATER LINE/METER
e_SD
= STORM LINE/STUB
S
= SEWER LINE/STUB
---------------------
= FOOTING DRAIN
—<<—««--««—<<—
= STORM TIGHTLINE
SCALE: 1:20
D.R. HORTON
THE WOODLf�NDS
COMPLETED BY: YXL
D RHORTON "
(425)821-3400 ext. 5172
ylin@drhorton.com
AT REDONDO CREEK
LOT 'Z
1 1 241 SLATER AVENUE NE
SUITE 200
KIRKLAND, WA 98033