22-104098-Woodlands Lot 8 - Site Plan 9-8-225' 555L
EXISTING RETAINING
WALLS (TYF.)
5' 555L
SI
ROOF
DRIFLINE
NO HVAC IN
O r-
SIDE YARD
O
SET BACK
k-n
20' max
driveway width-------9
m
IO FUE3LIO UTILITY
EASEMENT
ARMORED
ONST ENTRANOE
ALERT 554031135"W
51.00,
All erosion control measures
shall be installed prior to any
inspection and shall be
maintained throughout the
22-104098
The contractor shall verify the property lines DATE: OS/Oa/22
and setbacks for the placement of the PLAN: 5130-A-L
structure authorized by this permit �5352-OS
� 3q1
50,16
L-JL'-JL--J —1 All damaged
❑ ❑ sidewalks due to
�❑ I I �❑ construction shall
1❑ P i❑ be repaired prior to
❑ n12xt2 501L I❑ ❑ occupancy
5TI GK
_ — PILE —� LL/ ❑—O
— ----
4 I -oil
5' 13513E
0�1'e1-0111 ❑��
40 56'-1" 1 : � �
1❑ � ,-
�'� I 0 M
0�
" — I 2'x 10' TRENr H
I �
❑ i l PAD: 492.60 l i I 1❑ 51 M I N TO
'' 0 S'-O" STRUrTURE/
111
_ -- --{51 MIN TO
1 FROP L I NE
F 20' Minimum front
II
yard set back
x x x x x x x x
IND---r--
In
I\-20' FRONT 555L
P m ° SILT FENOE OR
STRAW WATTLE
IS
N LOEBNER'S MAGNOLIA
S 3013t CT STREET TREE
—-M M
Course of construction. FIGURE C.2.11APERFORATED PIPE CONNECTION FORASINGLEFAAIILYRESIDENCE
NO EXCEPTIONS
NOTES
RANDOM FILL
6"MIN.
18"
MIN.
FILTER FABRIC
6" PERFORATED PIPE
�-24"
12'' -a" WASHED ROCK
MIN.
TRENCH X-SECTION
1) EXTERIOR GONGRETE AREAS
MAY VARY DUE TO SITE CONDITIONS
2) EROSION/SEDIMENT CONTROL
MEASURES MUST BE FUNCTIONAL AND
MAINTAINED THROUGHOUT
GONSTRUGTI ON
S) SOIL STOCK FILES TO BE COVERED
WITHIN 24 HOURS
4) YARD DRAINS TO BE TIGHTLINED TO
STORM DRAINAGE SYSTEM
5) ROOF 4 POUNDATION DRAINS TO BE
TIED TO STORM DRAINAGE SYSTEM
SLOPE
TO ROAD
DRAINAGE SYSTEM
2',O' LEVEL TRENCH
.1 PERFORATED PIPE
PLAN VIEW OF ROOF
N'S RECEIVED
Sep 20 2022
CITY OF FEDENaL war
COMMUNITY DEVELOPMENT
SITE PLAN
ADDRESS: I'115 S. 3015t Gt.
PARCEL: '152651-0008
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.
BUILDING COVERAGE &
IMPERVIOUS SURFACE
BLDG COVERAGE = 60% MAX
ROOF: 1,623 SF
DRIVEWAY/WALK: 395 SF
PATIO: 132 SF
TOTAL IMPERVIOUS AREA: 2,150 SF
LOT AREA: 5,081 SF
BLDG COVERAGE: 321-
UTILITY Lt=(�F-ND
�W
= WATER LINE/METER
e So
= STORM LINE/STUB
s
= SEWER LINE/STUB
---------------------
= FOOTING DRAIN
—<<—<<—<<--<<—<<—<<—
= STORM TIOHTLINE
SCALE: 1:20
D.R. HORTON
THE WOODLANDS
ooM�LereD BY: YxL
D RHOI1ifON°
(425)821 -3400 ext. 5172
ylin@drhorton.com
AT REDONDO OREEK
LOT 8
1 1 241 SLATER AVENUE NE
SUITE 200
KIRKLAND, WA 98033