21-100168_Site_Plan_210115_v121-100168 Site Plan 210115 v1
F
0 o F-
U-
N-A�-WOW�A
W4Rr�pwlQIKO
(Loo>-zp;-)0U
�t z�
Z t�ppWZ
W0WOz
WA>A�ILNupz3
Z-azv-j 0Ww
4W W4cpJ
-Q H w
-3,0 04 A I
��~uWWZ�m�m
�zvTzi>�zz
003Da WJ?Oo
3AQ1-~N1~t}q13)
Z4p4U23=`, 4z
Ca Z:[: pr&) >o
wzo�zU
3�gA�cOOVr4 �
OwuwU%z4A
ILOt- Z
�zV wWUOzOV
J(LQWL_ AWN
u`nilLw�rR�Az M%j
>Ww(30W�z�4
u`�irOwz�W00U-
v >�Ezwwv
z,-Wm3Aaw
W�Oz03WA0`n
W Lu'V)dq
WAR=tXV,J-iWz
=Rr435_00404
its ,,Y• - ,• 0P
cw , KME�D+g`Sw,sN.
All
r Amone rewords of, k
JP I,
w3,sc � • � ,�-
^m
�` 3,sa wa,an Tsy�,wna. 5c ;
I• `^ it • j dab
Water $ewer ,'
Y - .. �.f '
15
N.
�y� tMIMI
he f
_ ,.may •� � o •
, � ` , � . } • ^'� � • The id}e The Shore:• r
--f �'•.� - ,•.• ApaitrtSen, HOmeS r�b 1• \
Y `
- 2ASt 20th S .. wt3� sw 3
_ •32Urh g �;'=• �yR�y�• Sys w 32och st - #
i.`
32
u
J
JOINTS IN FILTER F,45RIC 5HALL 5E SPLICED
AT POSTS. USE 5T,4f LE5, WIRE RING5, OR
EQUIVALENT TO ATTACH F,45RIC TO POSTS.
2"x2" 5Y 14 Ga. WIRE OR
EQUIVALENT, IF 5T,4NDARr7----A
5TRENGTH F,45RIC USED
FILTER F,45fRIC- low
,m FLOW
6' M4X. MINIMUM 4"x4" TRENCH
BACKFILL TRENCH WI H
NATIVE 501L OR 3/4"-15"
POST 5f=',4CING MAY 5E INCREASED W,45HED GRAVEL
TO S' IF WIRE BACKING 15 USED
2 "x4" WOOD POSTS, STEEL FENCE
NOTE: FILTER F,45RIC FENCES 5HALL 5E POSTS, RE54R, OR EQUIVALENT
IN5TALLED ALONG CONTOUR WHENEVER POSSIBLE
& I L T PENCE
AS PER KING COUNTY ROAD STANDARDS,
DRIVEWAYS SHALL BE PAVED TO THE EDGE
�zo OF R-O- W PRIOR TO INSTALLATION OF THE
CONSTRUCTION
OF ENTRANCE TO AVOID
THE ROADWAY
IT IS RECOMMENDED THAT THE
R 25' MIN. ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
S
INSTALL DRIVEWAY CULVERT IF THE
IS A ROADSIDE DITCH PRESENT, AS
PER KING COUNTY ROAD STANDARDS
4"-S" QUARRY SPALL
GEOTEXTILE----1/0o'
12" MIN. THICKNESS \� \_ PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
TYPE B ASPHALT PER SPEC.
TAMP EDGE IN STRAIGHT LINE @ 45" ANGLE
AS SHOWN EXCEPT WHERE A.C. PAVEMENT
ABUTS BUILDINGS, EXISTING PAVEMENT,
STRUCTURES, OR AS OTHERWISE NOTED ON
PLANS.
I�1 OF IY4' MINUS CRUSHED ROCK BASE
AGGREGATE OR AS NOTED ON PLANS OR
SPECS.
COMPACT SUBGRADE TO 95
PROVIDE STRUCTURAL FILL AS REO'D.
PAVEMENT THICKNESS
A
B
FOR PEDESTRIAN PATH
2"
3"
FOR VEHICLE ACCESS ROAD
1 3'
b'
SLOPE SURFACE SHALL BE SMOOTH BEFORE
PLACEMENT FOR PROPER SOIL CONTACT
STAPLING PATTERN AS PER
MANUFACTURER'S RECOMMENDATIONS
MIN, 2"
OVERLAP
BRING MATERIAL DOWN TO A LEVEL AREA, TURN
THE END UNDER 4" AND STAPLE AT 12" INTERVALS
DO NOT STRETCH BLANKETS/MATTINGS TIGHT -
ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES
FOR SLOPES LESS THAN 3H:IV, ROLLS
MAY BE PLACED IN HORIZONTAL STRIPS
LIME, FERTILIZE AND SEED BEFORE INSTALLATION.
PLANTING OF SHRUBS, TREES, ETC- SHOULD OCCUR
AFTER INSTALLATION.
i
G
G
I
91
IF THERE IS A BERM AT THE
TOP OF SLOPE, ANCHOR
UPSLOPE OF THE BERM
ANCHOR IN 6"x&" MIN. TRENCH
AND STAPLE AT 12" INTERVALS
MIN. 6" OVERLAP
STAPLE OVERLAPS
MAX. 5' SPACING
314z
312 ff
�I 1 48.64 2000 16.11
I
I I
I I
I I
I
I I I
I
I � I
I
I I
LOT COVERAGE:
2.45 ro
2/-111EI S.F.
ro-43 S.F.
5-4 S.F.
3 ,-41 SF.
35.5 %
iFi-liiA\00 WWI dWAIRM �i1
HOUSE W/PORCH 4 CANTILEVERS
5UILE)ING COVERAGE
HOU5E WITH O.H.
COCRETE DRIVE
WALKWAY 4 CONC. 5TOOF
IMPERVIOU5
COVERED
HEIGHT CALCULATION
314.5 +314"EI +315.3 +314.-1)/4 = 3143
AVERAGE GRADE PLANE
N
House meets
planning
requirements for
setbacks and height
LEGAL DESCRIFTION:
LOT 3 OF KC 5HORT FLAT # &15058
RECORDING NO 1510230(oIO 5p FLAT DAF E
256.5 FT OF W 28(o.5 FT OF N 1/2 OF NE 1/4 OF
5W 1/4 OF 5E 1/4 LE55 E 155.5 FT OF N 1/2
THOF LE55 CO RE)
F,4RCEL NUMEER
0-1210-4-'250
PROJECT DESCRIPTION
CONSTRUCTION OF NEW
SINGLE-FAMILY RESIDENCE
FRONT (NORTH) ELEVATION
SCALE: NOT TO SCALE
MAX HEIGHT ALLOWED (30') e 3440 �■
MID ROOF LINE 0 33S8'
-MAIEN-FFLLOOR���
ACsRA L
0 3145
O
EL = 311.11
314ff
312-0' RECEIVED
Jan 26 2021
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
r- - - - - - - -
I
I i
I
20' INGRE55, EGRE55
I
I i
AND UTILITIES E,45EMENT
I
I
I
10' UTILITIES E,45EMENT
I
I
I
SILT FENCE
I
I
I
I
I
I
CHAP, SLAB: 314.5'
I
I
I
MAIN FLR.: 316.0'
I tin
TA. RIDGE: 343.5'
�\
I
\
I
I
I
I
\ - - - - - - - - - - - - - - - - - - -
���� 80.75'
I
- - - -
51TE F
SCALE: 11 = 201-011
AN
DRAINAGE DE51GN PROVIDED 5Y
E5M CON5ULTING ENGINEERING, LLC
33400 STH AVE 5, SUITE 205
FEDERAL WAY, WA 98003
TEL: (253) 838-6113
CONTACT: CLARK TARO KUNIT5UGU
www.e5mcivi Isom
Know w,os below.
Call Wore you diq,
1\
� W
0
a
U
wo
0
01 01fu
0
3�m
W m
�2-q
q -13
z
L7
WEn
W
3
9F-
LU 3 \Q
z
�'u o
Q
LL
t_ N nOn
N
mF-
>
N
NLU
LU
a
N�
�
LLI
o e �
Project # : M
21104
Sheet
SITE