15-102532, I \ O�
o
I
/ 0 j 6`s 4�4`30
® / O 422 , 080 S 614 I �
-------------------------------- -Q.--F------ ------------ I I
-------------------------------------------
X. HMA DRIVE ,�� ,�� 1 ,n� 20' INGRESS, EGRESS 6 UTILITY EASEMENT
w o �n� , PER REC. NO. 7902050839 o
30' NGRESS EGRESS 6'UTILITY EASEMEN
-- --
\
-_ 422' I ------- -------------
— _-f ------ ---�
----- -------------------------------------- -------------------
1
Co
1 ---- ____ ►11
I I
10585 SF �NEti UTIL j
a-� I N SM' T f+ 2 I I T
9860 SF
Q I �
/ 9691 SF NOT IN
\ I PIPE STEM �9 6'
� � I
I I 9954 SF
NOTE: THE DETENTION/TREATMENT POND IS SIZED I I
TO ACCOMMODATE ALSO A SHORT PLAT OF THE PARCEL ADJACENT TO THE NORTH.9657 SF
/7,L
LEGEND:
10'
FOUND REBAR AS DESCRIBED
0
SET HUB
-O-UPUTILITY
POLE
LIGHT POLE
-)
GUY ANCHOR
®
POWER METER
M
GAS STUB OUT
XQ
OIL FILLER CAP
Q
TELEPHONE MANHOLE
0
TELEPHONE RISER
®
MAIL BOX
®
BOLLARD
®
WATER VALVE
6'
FIRE HYDRANT
11c
IRRIGATION CONTROL VALVE
®
WATER METER
«
WATER FAUCET
CATCH BASIN
@❑
STORM DRAIN MANHOLE
0
CULVERT
Qr
STORM DRAIN CLEANOUT
®
SANITARY SEWER MANHOLE
®
SEWER STUB OUT
GRAPHIC SCALE
30 20 10 0 15 30 60
( IN FEET )
1 inch = 30 ft.
II �
I - N
`I I ` 1
o
SS SS —Ss Ss Sg S�
416 - ------ -/
-414---- _-`-
TRACT A STORM EATER I I I I I� -- _
1 i I 10871 SF hOI I � TOP OF EX. POND EL=4/0.0 \
9843 SF N 0f 7 I I I
INCLUDING PIPE STEM 9656 : F I i j I DETENTION VOL. REQ'D = 0.845 A -FT'= I I I POND BOTTOMDEAD STOEELL 1i 0
I li 36.807 CF I I NEW CELL /EXISTING TRACT H
/ I I VOLUME PROVIDED = 36RG/
/ ,825 CF I DIVIDING BESTORMWATER
III I I I Y'
+ II I I I EXISTING CELL
STORA(WATER WETLAND I I I I DIVIDING BERM
ETTLING CF',1,
ANIJSCAPING
E\ \ \ \ _ EXISTING DETENTION POND +
AS E: M E NT I \ \ \ \- - - I I I / / STORMWATER WETLAND CELL
p ---- ---
----------------------
— — — — — — - — — —,r- >; j XISTING F OW CONTROL STRUCTURE, ORIFICE TO BE --
-
-IODIFI TO CCOXVODATE ADD' L VOLUME OF STORAGE-
- — — — — — — — — — — — — — — -
\ / I .. / y
— — — — — — — — — — — -
— — — — — — — — — — — —
Q,
7� 1
0
N
o
w
w
w
z
z
z
w
0
0>;
0>
c0 r�'pa
M
m
N
N
N,
O J
00
0) J
—w
��
a
IL Q
og � J
00 JwC)
NU a
OQ N
�
M w��yy
0 LL N
Qo
J
ui
ll
F�
�ll
F�
�
W
�
F-'-i
w
CY)
N /
ti I
SHEET 4 OF 4
:1111lu
0
ZI
u
--o-
N89 °08 55 "W 210.00 '
00
LEGAL DESCRIPTION
PARCEL #614360 0617
NORTH LAKE SHORE LANDS UNREC W 220FT OF LOT 115 LESS N 214 FT TGW S 20
FT OF LOT 98 LESS ST
PROJECT INFORMATION
■ NAME: RUSSELL MILLARD SHORT PLAT
■ LOCATION: 33222 38th Ave S
■ NUMBER OF PROPOSED LOTS: 7
■ NUMBER OF EXISTING LOTS: 1
■ ZONING: RS 9.6
■ MINIMUM LOTAREA: 9,600 SF
■ BUILDING SETBACKS:
➢ FRONT: 20'
➢ SIDE: 10'
➢ REAR 10'
■ MAXIMUM IMPERVIOUS AREA: 60%
■ MAXIMUM BUILDING HEIGHT: 30 FT
SITE DESCRIPTION
■ SIZE: 101,494 SF = 2.33 ACRES
■ EXISTING LAND USE: SINGLE FAMILY RESIDENTIAL
■ PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL DENSITY RESIDENTIAL
■ VEGETATION: TYPICAL HOMESITE LANDSCAPING/VEGETATION
■ CRITICAL AREAS: NONE
SITE UTILITY SERVICE PROVIDERS
SEWER:
LAKEHAVEN UTILITY DISTRICT
WATER:
LAKEHAVEN UTILITY DISTRICT
SCHOOL:
FEDERAL WAY #210
FIRE:
SOUTH KING FIRE AND RESCUE
TELEPHONE:
CENTURYLINK
ELECTRICAL:
PSE
GAS:
PSE
CABLE TV: COMCAST
BENCHMARK UTILIZED
???????????
O
0010
SW 1 /5 SEC 15 T21 N R04E
6
4 1080; S 674
j Q' FT
0
TO BE DEEDED TO
3 ADJOINING PARCEL 3
o^ 134.17 � N r- N 54.55
4 �■�m 0;991 �, 91 �; �� o _ 31.28 0 N89° 02' 48' W
log189° 02' 48"% �' o
---------------------------------------------------- - ------
v r ;rn----------------------
23'-----
W 20 --1
N w �
1Q
° °° 10585 SF (3
i � M
i
10'- o -v
9860 SF
----------------------------------
0
44.00
N88° 55' 28"W
90.17 = 1 .00
N887 55' 28"W o N88°Z65' 2F o I M
. o ,
S� o 0 0
1
3
x M 85.83
x o N89° 02' 48"W
_
N ' o-----------------------------
O
M
4 —
O 00 7—
° 9691 SF NOT IN
z PIPE STEM '
�9,6 10' 10' !--
6'5, 60
5` O'
-------��
0
801237 9954 SF
N79°q6" 01 I i
..-
5 �— 00
rl
-- 9.657 SF
✓o o-.- cri 3� F:-53.0 ni
10' ice-
64298��s
i s
m NIV•. I `O
� 1
rn
d
�\P
rsb ° 9f 68 9.07
A - - 6
N
0
a
tO
N
9
Fj r
d,
€27
I/
r,f
IRRIGATION CONTROL VALVE VICINITY MAP
® WATER METER
a WATER FAUCET
CATCH BASIN
r
o U
E
@❑ STORM DRAIN MANHOLE
0
Q CULVERTS
��1
��
Q STORM DRAIN CLEANOUT
P
® SANITARY SEWER MANHOLE
® SEWER STUB OUT
1
n
GRAPHIC SCALE
30 20 10 0 15 30 60
( IN FEET )
1 inch = 30 ft.
o S9 2A%
-S89° 03' 26"E
91.97 -- --
L=20.00, R=53.00 0,3
A=21. 6210 2h 2.151888° 55 JE
R=47.005.93
C 3 -
:31 3 80,
2 4�D= 4 052 "
3.OD- ,�qq q� yy3. -
o o L= 9:�&', �=45.00
v N A=341r R=76.00 0-26 03
A=2. - \3g 64, R, 76.. -- 9.07 -
10, - I OON880 55' 2 'W
I I
I I
I
W I TRACT A STORM ATER
M 9843 SF NOT 7 ~� 10' 10871 SF
o oc I
INCLUDING PIPE STEM 9656 SF I
z
i
�I 10' 10'
LANDSCAPING
10' — EASEMENT ( I
I
I
L-------------------------- t--- --
62.00 ",00
87.00
N88° 59' 43"W N88° f9' 43"W N88° 59' 43"W
N88 °59 '43 "W 220.00 '
r
�!
MAY 2 7 Z015
CITY OF FEDERAL WAY
C:DS
uJ
N
ry
Q
a
J
J
CL
rn
Cl)
cJ_
crs
Q
J
N
C
t.1^^.� o
.:
U
NO
a
Q U) Co
w
w
Z
?
°c
U)
�
Z
w
co W
z NN
O
�ll c)
F--i
h-M C9
w
Al
n
_
Co
Q
F--1l1 ate--+
F--1 op
rrTT�� Co
N
Co
h-�-i Co
°fir