20-102710-SITE PLAN20-102710-Planset-07-22-2020-V 1
�� oHP OHP OHP -ow .0m _
EX. CATCH BASIN oHP oHP oHP oHP oHP
R M = 468.15 PPOW� R oHP oHP oHP oHP oHP
vnl UHP oHP / - - - �_ _ STREET L GHT¢
OHP OHP--�—OHP OHP \ � — — —
FOUND IRON PIPE / °H' o"P o"P o"P OHP oHP
_ \ oHP oHP oHP
oHP
x—_ 87° 45' 31" E 100.01' \ , — — __—LE [-LE ®,—EXISTING
��-
� I — �-��-•,�-�,��� � X � WATER METERS
FOUND REBAR 4
I lall 1211 GAP "LAY 1502cl
ROCK WALL �— — — — — O
LIES 1.7' w. _ — _. / \ 4 -O 10 B.S.B.L. 464 '� I I O
466
—o" /
SILT FENCE
ONGRETE WALL: PER DETAIL
EX. WOOD
WALKWAY
EX. GONG.
WALKWAY a
a
a
Q - -
a 1
17,
a a 1411 P\/G ROOF DRAIN
Ln — - 464_
GARAGE
GONs CONCRETE LOW SLAB: 465.33
o a \ /
ASPHALT I�ENTRDRIVEWAY I NGa
PERF. FTC. DRAINS DRIVEWAY _-DAYLI&HT ;
TO ROADSIDE
Xf) I a ° a, D I TGI-H SEPARATELY
i 462 FROM ROOF SYSTEM
"�L.F411PV� SG�140 � I
YARD DRAIN 1.0% MIN. GONNEGT LINE OF
� w/ GRATE TO ROOF DRRA N ROOF, TYP. 46
> .RIM=463.00
> _ IE 4°(E)=462.®O �462 PROPOSED -46
-462 —
> \ 460_ ' RESIDENCE
> _ — _ a PLAN M251502F-OD15
a
> BASEMENT: 454.q 1
> PROPOSED a --MAIN FLR: 465.00 UP
' STOCKPILE AREA a E TRY UPP. PL.: 483.-15 45f
FOR SOILS AND Q HIGH RIDGE: 488.�I �460
� BUILDING M ATERIALS 460
LOT I-
45a -
I0250 5.1=.
\ I
PATIO
CANT'L
I ss 458 ss s MAIN FLR.
PRIVATE ROAD UTILITIES ' —
EASEMENT PER
' .0% MIN. CONNECT q /
/ 456 TO ROOF DRRAIN - - -�
I/ _ DECK CA
2811 —�� SUMP - 436 - _ —
I RATION
EX. GONG. GALLERY
1J1
- 454 _ _ I PAD
a
_�
SET MAG NAIL
4 WASHER I
"EMW LS 44651 "
_ I CONNECT SEWER
452 TO EXISTING STUB
22'-O"
GRAVEL
LOT 2
S 870 45' 31 " E 100.01'
a
x
466
CLEARING
LIMITS, TYPICAL
464
CANT'L �
MAIN FLRA.
6 E\/E IS "
INTO SETBACK
DECK CANT'L
ip MAIN FLR.
L,
I
SEE UPDATD DRAINAGE
PLANS DATD 12-21-2020 V2
51TE FLAN
SCALE: I" = 10'-0"
O 10 20
NEWLY GRADED 20 GUAGE WIRE
OR DISTRIBUTED TIEBACK
SIDE SLOPE
STAKE
\
\/\\/ FILTER FABRIC -
//%�/j��/ \\ MATERIAL 2x4 D.F. p
\�\\ \\ �% z_
BURY BOTTOM OF
FILTER FABRIC
MATERIAL '
511 N
N.T.5.
SILT FENCE GROSS SECT I ON
SCALE: NOT TO SCALE
HF.IGHT GALL
LOWEST ELEVATION:
454.00
LOWEST ELEVATION:
465.00
AVG. GRADE:
461.00
MAX. RIDGE (+30')
411.00
PROPOSED HIGH RIDGE:
488.7-7
PROPOSED HIGH RIDGE 15 2.25' UNDER
HEIGHT LIMIT. SEE ELEVATION SHEET AX
FOR BUILDING HEIGHTS.
LOT
GOVF.RAGF.
LOT AREA:
10,250
S.F.
HOUSE/GARAGE AREA:
1700
S.F.
PORCH/PATIO
AREA:
226
S.F.
TOTAL AREA:
ICU&
S.F.
S.7gY
IMFF.RVIOUS ARF.A
LOT AREA:
10,250 S.F.
ROOF AREA:
2520 S.F.
PORGH/PATIO AREA:
O S.F.
DRIVEWAY/WALKWAY AREA:
-I S.F.
ACCESS DRIVE AREA:
1550 S.F.
TOTAL AREA:
4875 S.F.
47.56%
O: NNER
YURIY TS\/OR
101 17 SE 504TH 5T
AUBURN, WA �80cf 2
PHONE: 253-632-1551
EMAIL: nolimittile®yahoo.com
AR�HITE�T
TROY GLYMER
ARCH 1 TEC75 NORTHWEST INC
I Sq 15 - 142ND A\/E NE / SU 1 TE 100
WOOD I NV I LLE, WA g8072
PHONE: 425 485 4Q00
ENGINEER
MIKE MITGHELL
MITGHELL ENGINEERING, INC,
7821 168th AVE NE
REDMOND, WA g8052
PHONE: 425-861-7581
EMAIL: M I TCWEI=LENO I NEERI NOI NO@OOMOA5T.NET
c, I TrRECEIVED
2521 5 504TH ST 8/11 /2020
FEDERAL WAY, WA q8___
CITY OF FEDERAL WAY
TAX FARG L I ` aOMMUN TY DEVELOPMENT
Og21041300
LEGAL DESCRIPTION
LOT 1, KING COUNTY SHORT PLAT NO. 579059,
RECORDED UNDER RECORDING NO. 8005140720,
RECORDS OF KING COUNTY, WASHINGTON.
r o N W} 16
H W W
O U Z O O J W U p
U LiQZQ��U(n>
H Z J p Z N W F
F,8Z�wmm 0-Jww
6
060
Q W QFNZ (n W,
O F_ F Z z T H U OZ Z a
F-
— H H Z Q W
D°ooF�
00w=�N�WZN
!n ~ n E o? 2 Q Z Q z
� J N H F F-
W O O H 'OS O 0 Q W H
W�mU�Ll ZwI--
W a W Q O � 0 w= J=
�U�(nQ�
w—O�JQFH tn�o
pco�Q�wtn=�~o n
F- w F J W O Z U W Z Z H
Z=LnW LLJ 0Oa mOQH
w
�F-_� zap== _
Uw=F- OfOO wc�
Q O Q 2~ W Q p
a- ZWH?i M>Li MLi<
cn
N
o
¢�z
Lo
r,
Lu
H _
Z Lo
>�
O X
ILL
00LC)
O o0
2 ITLn
u-iLo�
OF4
00 00
LuLc)L0
Lu
Lu v
j W X
C)
Q
H LL
>u-
¢O
Lf�
ON
m
Q
O
IL
N
v
u�
o
�
w�lu
z
0L
DESIGNED BY: DATE:
TROY 2020
DRAWN BY: DATE:
JRA 4/30/20
PROJECT MANAGER:
TROY GLYMER
REVISED BY: DATE:
LATERAL BY: DATE:
ME I 4/15/20
LATERAL JOB NUMBER:
020-213
ANW WOODINVILLE OFFICE
JOB NUMBER:
IN200021