22-103425-Revised Site Plan-01.20.2322-103425-00-SF DATE OI/la/23
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.
City of Fe eral WWL
NO
BUILDING'6I
YP.)
PLANS REVIEWED FOR CODE COMPLANX
ARMORED
(�NST
ENTRANC,E
10' PUT I r,
UTILITY I
EASEMENT
PLAN: 511 O-G-R
15352-61
(2) TRIDENT MAPLE
STREET TREES
5I LT FENr E
PAPERE3ARK MAPLE OR 57RM
E53S5L STREET TREE WATTLE
--T r—------------------------------------
---------11
Scotts
-__ ____ _—-------- __- ------- 494 ----y
12xt2 SOIL
02/02/2023 J PATIO STOCK
I1-2
- 0�j PILE LL/
- -
APPROVED
PLANNING
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
By: mhapin
02/08/2023
NOTES:
1) EXTERIOR CONCRETE AREAS
MAY VARY DUE TO SITE GONDITIONS
2) EROSION/SEDIMENT CONTROL
MEASURES MUST BE FUNGTIONAL AND
MAINTAINED THROUGHOUT
GONSTRUGTION
5) SOIL STOCK PILES TO BE COVERED
WITHIN 24 HOURS
4) YARD DRAINS TO BE T16HTLINED TO
STORM DRAINAGE SYSTEM
5) ROOF $ FOUNDATION DRAINS TO BE
TIED TO STORM DRAINAGE SYSTEM
E355L
o �
O
ROOF
DRIPLINE
. 2
1
t l-77
i x
PAD:492.70 i I Ixl
I
;I I;
; I \46=0
;I I �0
'I I
i. 5 I/2'
20' FRONT E355L
aFILTER
NDOM FILL
6 MIN18" MIN. FABRIC
" PERFORATED PIPE
� 24" MIN. 1 z" -y' WASHED ROCK
TRENCH X-SECTION
NTs
SLOPE _
TO ROAD
DRAINAGE SYSTEM
2'z10' LEVELTRENCH
W/ PERFORATED PIPE
PLAN VIEW OF ROOF
NTs
SITE PLAN
ADDRE55: 30316 Kith AVE 5
PARCEL: a52651-0610
RESUBMITTED
Jan 30 2023
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
NORTH
r�
(ltlo
41
` 5 E355L
2'xI0' TRENGH
5' MIN 70 57RUO7URE/
5MIN70PROF LINE
UTILITY LEGEND
Mj w
= WATER LINE/METER
G so
= STORM LINE/STUB
s
= SEWER LINE/STUB
•-----------------------------•
= FOOTING DRAIN
—<<—<<—<<--<<—<<—<<—
= STORM TI&HTLINE
DRHORN'
�s �uy��y/ep.
THE WOODLAND5
K11241
AT REDONDO OREE
LOT 61
S°ALE: 1:20
coMPLETED BY:
D.R. HORTON
SLATER AVENUE NE
SUITE 200
KIRKLAND, WA 98033
( 425)821-3400 ext. 5123
dmehus@drhorton.com