22-103320-SFCity of FederalWay placement
contractor shall verify the property Ii yR.".tM" for the
Di
Public Works Division DATE: 10/10/22
APPROVED - Re -Sub of the structure authorized b
By: LSpadoni PLAN: 5050-A-R
All damaged sidewalks due to construction ®bb;0QJVkADaired prior
10/26/2022 -15352-05
to occupancy CITY OF FEDERAL WAY 2 2 -10 3 3 2 0
COMMUNITY DEVELOPMENT
5' E35E3L 56�05614511W EXISTING RETAININO
(2) TRIDENT MAPLE � .00 WALLS (T' PP )
STREET TREES O�O� �Q�QOQO�QO � I ISO
i
—---------
, a
I
I ! I
Inlet and outflow sh
be on opposite ends m i! ! 1 YD I I Ui
m
of infiltration X! �,, SOIL 12xt2
gallery
I a I �11 SrocK - PAN22TIQ : I
i ii
a
i II -------- —
I I I I 5' E3SE3L
U) I! i i I I III JLLa
II PAD:481.50 II R
W ! fivl feet from, 1 o e I Catch Basins are
Q I p required where any
ci grade break or
0) alignment change
I I i II
PAPERSARK
MAPLE STREET I N I I I ROOF
TREE ! V ?� 3 I _® DRIPLINE
II
21xlO' TREN(C I i I ; ;
I . I Maximum driveway
width 20-feet
STRUr,TIJ x I I
5'MINTO
- - - --- -
PROP LINE
w
71 I: 7
O' PU�LI� UTILIfiY
a,
EASEMENT
I
SILT FENOE OR ;
STRAW WATTLE
w w
e=1 OO'OO"
S 302nd STREET
inspection
required for
connection
NOTES
1) EXTERIOR CONCRETE AREAS
MAY VARY DUE TO 51TE CONDITIONS
2) EROSION/SEDIMENT CONTROL
MEASURES MUST BE FUNCTIONAL AND
MAINTAINED THROUGHOUT
CONSTRUCTION
5) SOIL STOCK PILES TO BE CO\/ERED
WITHIN 24 HOURS
4) YARD DRAINS TO BE TIGHTLINED TO
STORM DRAINAGE SYSTEM
5) ROOF 8 FOUNDATION DRAINS TO BE
TIED TO STORM DRAINAGE SYSTEM
RANDOM FILL
6"MIN.
18" MIN.
FILTER FABRIC
6" PERFORATED PIPE
�24"
1 i" A f WASHED ROCK
MIN.
TRENCH X-SECTION
NTs
SLOPE _
TO ROAD
DRAINAGE SYSTEM
2'z10' LEVEL TRENCH
w/ PERFORATED PIPE
PLAN VIEW OF ROOF
NT5
SITE PLAN
ADDRESS: 1a04 5. 302nd 5t.
PARCEL: c152651-0050
a
20' FRONT 555L
I
40.00'
ARMORED
rNST ENTRANT E
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: 1,493 SF
DRIVEWAY/WALK: 454 SF
PATIO 132 SF
TOTAL IMPERVIOUS AREA: 2,079 SF
LOT AREA: 6,366 SF
BLDG COVERAGE: 33%
L)7 L.I 'r l—EMEND
rw w
= WATER LINE/METER
e—SD
= STORM LINE/STUB
S
---------------------
= SERER LINE/STUB
= FOOTING DRAIN
—<<—<<—<<--<<—<<—<<—
= STORM TI6H7LINE
S°ALE' 1:20 THE 1NOODLAND5 D.R. HORTON
COMPLETED eY: DM 1 1241 SLATER AVENUE HE
D RHOR[ON° AT REDONDO CREEK
(425)821-3400 ext. 5123 SUITE 200
dmehus@drhorton.com LOT 5 KIRKLAND, WA 98033