21-100167_Site_Plan_210112_v121-100167 Site Plan 210112 v1
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JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS.
a
2"x2" 5Y 14 Ga. WIRE OR
EQUIVALENT, IF 5TANDARr7__--4
STRENGTH FABRIC USED
FILTER F,45RIG low
_7 FL0W
.1111111 --mill
6MAX. MINIMUM 4"x4" TRENCH
BACKFILL TRENCH WI H
NATIVE SOIL OR 3/4"-15"
POST SPACING MAY BE INCREASED WASHED GRAVEL
TO S' IF WIRE BACKING IS USED
2 "x4" WOOD POSTS, STEEL FENCE
NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT
INSTALLED ALONG CONTOUR WHENEVER POSSIBLE
S f L T FENCE
AS PER KING COUNTY ROAD STANDARDS,
DRIVEWAYS SHALL BE PAVED TO THE EDGE
?OP� OF R-O-W PRIOR TO INSTALLATION OF THE
CONSTRUCTIONDAMAGING 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--1/00,
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
I
PLANS.
g I I
IIII
CI of I7V4' 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
I B
FOR PEDESTRIAN PATH
2"
3"
FOR VEHICLE ACCESS ROAD
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.
CCU
c�u
r
G
G
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
I-1
STAPLE OVERLAPS
MAX. 5' SPACING
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LOT COVERAGE:
10/0-40 S.F.
2/5'�2
25.02
ro
2 /'�S2
S.F.
1 /000
S.F.
53 S.F.
-4,053
SF.
40.3-1 %
TOTAL LOT AREA
HOUSE W/FORCH S C4NTILEVER5
5UILE)ING COVERAGE
HOUSE WITH O.H.
COCRETE DRIVE 4 W,4LW,4i
CONC, STOOP
IMPERVIOU5
COVERED
HEIGHT CALCULATION
31 11� +31-4.0 +31-4.3 +315.& )/. = 315.& 5
AVERAGE GRADE PLANE 315.�5
-,�
_\ \HI
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319.5' I I I� —j
�d- ----
LOT AREA 11,605 S.F.
I0,040 S.F.
LE55 20 ' EASEMENT)
84.75'
y6
EL =316.25
LEGAL DESCRII='TION:
LOT 3 OF KC SHORT 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 55.5 FT OF N 1/2
THOF LE55 CO RD
P,4RCEL NUMBER
0-1210.4 251
PROJECT DESCRII�TION
CONSTRUCTION OF NEW
SINGLE -FAMIL T' RESIDENCE
M<
MI
mmmil■—\
E �111�_
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= hII�. -
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322
32
318.t
314.(d'
FRONT (WF,5T) ELEVATION
SCALE: NOT TO SCALE
9
AVERAGE BUILDING ELEVATION 315.65'
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80.75'
EL = 311.11
SITE PLAN
SCALE: 1' = 20'-011
RECEIVED
Jan 26 2021
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
DRAINAGE DESIGN PROVIDED 5Y
ESM CONSULTING ENGINEERING, LLC
33400 STH AVE S, SUITE 205
FEDERAL WAY, WA 98003
TEL: (253) a3a-6113
CONTACT: CLAR< TARO I<UNITSUGU
LULULU.(ssmcivi Isom
Know whos below
Call befoM YOU di(,,
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Project #
21103
Sheet
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