21-102333-Site Plan -09-07-2021-V2Q2 a2z
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V E C E N f T� MAF
JOINTS IN FILTER FABRIC SH,4LL BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS.
2"x2" BSI' 14 Ga. WIRE OR
EQUIVALENT, IF STANDAR7__--4
STRENGTH FABRIC USED
FILTER FABRIC
SLOW,_
(o' MAX. MINIMUM 4"x4" TRENCH
BAGKFILL TRENCH WIT
//"ooe L
NATIVE SOIL OR 3/4"-15"
POST 5P,4CING M,4Y BE INCREASED WASHED GRAVEL
TO S' IF WIRE BACKING IS USED
i
2 "x4" WOOD POSTS, STEEL FENCE
NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT
INSTALLED ALONG CONTOUR WHENEVER POSSIBLE
SILT FENCE
RpPO
6X61 G
R = 25' MIN.—]
INSTALL DRIVEWAY CULVERT IF THERE
IS A ROADSIDE DITCH PRESENT, AS
PER KING COUNTY ROAD STANDARDS
4"-8" QUARRY SPALLS
GEOTEXTILE
12" MIN. THICKNESS
AS PER KING COUNTY ROAD STANDARDS,
DRIVEWAYS SHALL BE PAVED TO THE EDGE
OF R-O-W PRIOR TO INSTALLATION OF THE
Q CONSTRUCTION ENTRANCE TO AVOID
DAMAGING OF THE ROADWAY
IT IS RECOMMENDED THAT THE
\ ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
so
2
5
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.
45^
4" of 1-y4" MINUS CRUSHED ROCK BASE
AGGREGATE OR AS NOTED ON PLANS OR
SPECS.
COMPACT SUBGRADE TO 95%
PROVIDE STRUCTURAL FILL AS REG'D.
PAVEMENT THICKNESS
A
B
FOR PEDESTRIAN PATH
FOR VEHICLE ACCESS ROA
3'
6'
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:ly, ROLLS
MAY BE PLACED IN HORIZONTAL STRIPS
LIME, FERTILIZE AND SEED BEFORE INSTALLATION.
PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCUR
AFTER INSTALLATION.
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IF THERE IS A BERM AT THE
TOP OF SLOPE, ANCHOR
UPSLOPE OF THE BERM
ANCHOR IN 6"x6" MIN. TRENCH
AND STAPLE AT 12" INTERVALS
I,I,I
I-�
MIN. 6" OVERLAP
tO1=1
STAPLE OVERLAPS
MAX. 5' SPACING
14" CWD L6 L29 00 4" ALDER
26" CWD
16" ALDER 18 ALDER
8" CWD 8" ALDER 4 ALDER 10 L3�LDER
2 " A DERS 3 14" ALDERS I H 99 A I
2 12" ALDER 50 CWD
36" CWD ��� 22 ' ALD 299 \ -\
8" ALDER 2926" ALDER 2 ALD L10 vv
12" ALDER �� a� 2„ ALD R 2 12--f�rMLOCKS
14 ALDER 'T 6 CHERRY ,3`Z _ _ 14 HEMLOCK
32 CWDS40°24'46"E S1�°39 cos 14" M RONA
2 6 3� L�9
co CHERRYS 14.70'; --5�' 16" RR� s `�.14"
N 4�'54"W �59"W Z
N _ _S 88°58'51" E 150.811_ /7 `� 24.25'
-F+R 59.56' � I�---------------------�,p ��0�` � (�,22 ALDER
PORTION OF,�OT 2
I ` o° NORTH � TR T X
4 12" MAPLES �'�,� 296�
z j rr6,,� 8636 SFr, O
LOT 1
ohIAPLE
o ���
36,822 SF
II 14" MAPLE 30,�'
i ail ,
14
� MAPLE
Irn
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26 MAPLE
4"MAP ��
29 4
I I ST/NG I 8 C E D A �cb- WALKWAY pRIV
IV
61
a° . Q7 cc EPEE) A
I C� STOCKPILE
29� � �
a G
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N v � 51LT FENCE , i EN
U/
LL_D i PRO OSED ` SINGL - 4MIL'
I ' EXISTING TREE ✓ 1 8 / /� LE RIDE E
S J2° , \ TO BE REMOVED \
4'746„ --+ 14
l rRq IC
16" ALDER
3�� 22" VA F LE
8" ALDER - \ \ 18"/ M PLE
� N I
14" ALDER I� \ IC
S72I0 s'�
LOT
ALDE� F 9129
SILT FENCE cA 64,715 5F 1
6
12" ADDED I 99 COTTONWOOD £ 4„1 1I \
N APLE 1
\ I II 1
I 1
0 499 ALDER ' 59,0' 64,7'' -
0 6" MAPLE 1 I 11 - 1
I
18
" ALDER 32" MAPLE
99 /
1 3 8 ALDERS, 60 WIDE 24,908 SF
RECORDI G N0.\20171025001278-
�8" MPILE
10" CEDAR 04
11 2" ALDER 8 CEDAF CN ` 80
PARCEL : 012104-9249
6„ CWD m CD co \
Lo
6" CHERRY 6" CWD can IC /
30 30' I 1
L-- - - - - -- 108.00--- - - - - -----60.00' - ---�- 5' BSBL
— — — — — — — _ --- ---- 160.98'-'--- - - - -
�-
ZONING INFORMATION: N89°9 d,'26"W 328.98' (R3)
PARCEL NO.: 012104-9249 '
PROPERTY TYPE: R, RESIDENTIAL '
LAND AREA: 89,623 sq. ft. '
ACRES: 2.m(o '
0153,R: 5W-1 -21-4 LEGAL DESCRIPTION: �9 '
ADDRESS: 212XX IOTH PLACE 5W D<
FEDERAL WAY, WA 98023 LOT "2" TGW UND INT IN TIRS 4 S B OF -
ZONE: R512 FEDERAL W,4Y SP #Iro-I05ro55-00- SU
SETBACKS:
HEIGHT:
BUILDING COVERAGE
WATER:
SEWER/SEPTIC:
ROAD ACCESS:
STREET SURFACE:
LOT COVERAGE:
89,623 S.F.
24,90(5 S.F.
64,115 S.F.
3,059
5.96 °ro
4,198 S.F.
1,193 S.F.
69 S.F.
110 S.F.
(o,110 5F.
9.5 °ro
FRONT: 20 FEET
REAR: 5 FEET
SIDE: 5 FT. MIN.
3m FEET
(00%
WATER DISTRICT
PUBLIC
PRIVATE
PAVED
GRO55 LOT AREA
TRACK X (ROAD ACCESS)
NET LOT AREA
HOUSE W/PORCH 4 CANTILEVERS
BUILDING COVERAGE
HOUSE WITH O.N.
COCRETE DRIVEWAY
WALKWAY
CONC, 5TOOP
IMPERVIOUS
COVERED
AL=2913
CL=298.1
AH=298.5
CH=298.5
AAVG=298.15
CAVG=2983
50291.8
D0298.1
5H=298.5
DH=298.5
5AVG=298.15
DAv�=298.3
(2e0.15+2e0.15+2ea
3+2ea 3)/4 = 298.23
AVERAGE GRADE PLANE 298.23
RESUBMITTED
Sep 09 2021
CITY OF FEDERAL WAY
COMMUNITY DEVELOPMENT
FOUND 1-1/2" BRASS MONUMENT IN
CASE 0.7' BELOW SURFACE
1
-294,
517E F
SCALE: 1' = 30'-0"
Known whaft b elOW.
Call bra you dig,
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Project # _
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