13-104490May 15, 2014
AreasRE: Critical -9414800070
City of -•
envelope r, M SetDaCK, ine nouse r .ffl Ine'Uellarlit 7VM• -•-
Cat. 11 Wetland.
Thank you •r allowing H & S Consulfing the opportunity to assist with this project. • rr you
have any questions or - •uire additional assistanc- please contact me.
Respectfully • -•
.: .r
RESUBMITTED
1
Box 731695 - Puyallup WA 98373 CITY OF FEDERAL WAY
(253) 732-6515 MHeckert@Q.com CDS
H&S I inch = 20 feet
Consulting Feet
253.732.6515 10 20 40
5/15/14
m
Naz Parcel #94148000711,
Wetland Site Plan
IT :
PARCEL 9414800070
FEDERAL A, WA
legal description:
WH.DWOOD SOUTH
PLat Block:
Plat Lot: 7
PROPOSED SINGLE
FAMILY RESIDENCE
SLAB ELEV. 428.5
FIN. FLR ELEV. 429.5
ROOF TOP ELEV. 461.3
TREE RETENTION
TREE TABLE
TOTAL NUMBER 213
DIA. INCHES
DIAMETER INCHES 158
TO RETAIN
PERCENTAGEOF 74.18%
INCHES RETAINED
PLASTIC COVERING S'iC1CttPILa:.s E1.20 CONSTRLICTI N ACCESS E2.10
:-:WETLAND OR WEIGHTS WITH STAKES
AW WATTLE '
THE M SM
0 , IT MAX. L BERM INSPECTOR
65.0 ' AW BALES
$ LT
�• e '1 "° :. ONVEY'.RUNOF TO APPROVED LOCATION.
22
s t CUT SLOPES
BURY SHEETING IN 4 IN, X 6 INOft WEIGHTS WITH STMES
MINIMUM OF 6 FT. SETBACK FROM 7HP # to MAX
20' BSBL SLOPE BACIOU WITH WASHED ROOK.RIM 70
LOCATION. 4"-r QUARRY $P
APPROVEDGEO-TEXTILE FA16 FULL WIDTH
INGRESS/EGRESS AREA
2" E PROVIDE ENERGY OSSPATIOH AT TOE YkIEN To MAX.
f7 MIN. iI6
TOE IN SHEETING IN 4 IN. X 6 IN. CH
MINIMUM OF 3 FT. SETBACK FROM '—
# SLOPE BACKFILL WITH WASH® RIXX. . • .
_""-,�,� ST'AE6lZED ACCESS SHALL BE t7S@ YI All AREAS OF THE SITE WITH VEHICLE TRAFFIC AND PARKING.
C1 CONVEY RUNOFF TO APPROVED LOCATE INCLUDING PLANTING STRIPS, OTHER MEANS OF PROVIDING STABILIZED ACCESS TALL LE CONSIDERED.
n
TO PROVIDE IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES
Ln AND DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING ffi
r, MATTING
424 ,
00.0' 1PR SERVING VEGETATiOIN E1.2
1 00" �ETLANI 'a, TER � ms�l�'F
BUFF! R 7 IL. =m , A FNC,E AL FINCE PosEs
E TREE FENCING SHALL BE ` I,
MiFiDTL\I # 4' HIGH ` ' L'L "-" '� TT:ti F MATERIAL 60' WIDE
7 �.1 's .+: r""k'� CAdNO�Y'. LINE USE STAPLES OR.:WtRE RINGS TO
ORANGE POLYETHYLENE '"`j,.;a i'' OR
LAMINAR SAFETY NETTING--""^ ATT F TO MIRAFl 7OT%
• i a EWA..
POSTS NG TV f
` `"'* ' PR CTIVE G
OUR DURING CMIND MADE#
z X 2' X 14 ::WIRE FABRIC OR EQUIV.
0 METAL 'P OR EQUIVALENT � tl A i = � 1 (OPTIDIM PER SITE CONDITION)
m CID
Uti 6 Y BOTTOM OF FILTER MATERIAL IN Ii
x le TRENCH
---mm
WOOD Nut
)RIAN. MAY WITHIN R ROOT
I a N
rFLOW ' C1 I �... FILTER FABRIC MATERIALii
PROTECTED T ZW V01HERTHE
Z. AR OF PROTECTIVE FENCING GT T 2-NMCA TS 0 WELL NOTE: T COED UOF NF TF £
OR LARGER VAMM BY USINGSLOPE AT THE
426 HAND DIXAVATIODN
3. MINIMIZE CONSTRUCTION ZONE., PROTECT RACKFILL WITH NATIVE SOIL MATERIAL
VEGETA11ON OUTSIDE CONSTRUCTION ZONE OR (RAVEL BACKFIL IN TREK AND
iE. BY SEGREGATING IT FENCING. HIGH VISIBILITY ON BOTH SIDES OFFENCE
ICKS SPLASHBLO a �� SPLASHBLOCXS FABRIC THE SURFACE
.. � TO REDUCE EROSION BY PRESERVING NATURAL VEGETATION WHEREVER •• -- :
PRACTICABLE.
16"DEC. TO INTERCEPT & DETAIN SMALL AMOUNTS OF SEDIMENT UNDER SHEET FLOW CONDITIONS
FROM DISTURSIM AREAS DURING CONSTRUCTION, TO DECREASE VELOCITY OF SHEET
FLOVM
5.0' 14"DEC. ®,
51.0
30.0'
20 BSBL v ® 2.0% (MIN) (TYPICAL)
r � v. .
�
�Ii i'tID. FUR 0 9VE" WSAL
2I SITE PLAIN 1948 SF PROPOSED STRlCTlRE
.'
(GONG x,2a 65 SF PATIO AREA
430 SCALE:
C. 420 SF DRtVEWAYIWALKWAYAIREA
SEWER LINE " " 34.88% COVERED BY STRUCTURES
CONNECT TO EXIST 65.00 19.5' k 47.4% IMPREVIOUS COVE GE
MAIN WATER,4
2% MIN. SLOPE 4° DIA.X4'
DRYWELL CB#1 S. 296TH PL RESUBMITTED
FOR DRIVEWAY
DRAWN BY:aVa 9
Urban Design croup SITE ADDRESS: :
DATE ISSUED:
879 Rainier Ave N, Suite A-200* C OF FEDERAL WAY
WA 98057 S. 296th PI.
Renton, Federal Way, A REVISED:
URBAN DESIGN GROUP P: (206) 838-8250
PLASTIC COVERING ~} E1.20 UUN�iIKLIUIIUiN AU;L�i�i LL.IU
SITE ADDRESS: WETLAND STOCKPILES
.. :::WEIGHTS WITH STAKES
AtM wATnE
CEL 9140070 65.00' g MAX LBERM
,
,.�^ `� •a`-, TN R F{E DPD SIlE
DEVELOPMENT 06PECTOR
FEDERAL A A D TRAIN BATES
w°. R=25'
legal description:
422 NdUNOF TO APPROVED LOCATION.
WILDWOOD SOUTH 11 CUT SLOPES
Plat Block: Y G IN + 6N. X 6 X CHOR WEIGHTS NTH STAKES °
Plat Lot: 7 20' BSBL OF $ FT: IWTH W BACK FROM TOP OF �° Y RUNOFF To
APPROVEDLOCATION. +"-B' WARRY.T"
PROPOSED SINGLE ' N FULL WIDTH
FAMILY RESIDENCE - 2� E PROVIDE ENERGY DISSIPATION AT TOE YMEN N i 10' MAX �o- � INGRESS/EGRESSAREA
12' NIK
SLAB ELEV. 428.5 TOE N SHEETING IN 4 IN. x 6 SIN.. CH �4.n 1 3 MIN.
FIN. FLR ELEV. 429.5 w MINMLM OF 3 Fr. SETBACK FROM BOTTOM"
ROOF TOP ELEV. 461.3 OF SLOPE BACKFI L WIN NAMED
STABIU21ED ACCESS SHALL BE USED IN ALL AREAS OF THE STE WITH VEHICLE TRAFFIC AND PARKING,
CONVEY RUNOFF TO APPROVED LOCI INCLUDING PLANTING STRIPS. OTHER MEANS OF PROVIDING STABLRFD ACCESS WILL BE CONSIDERED.
rT._
RETENTION D r. TO PROVIDE IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES
TREE L0. AND DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING &
>. r MATTING
8
TREE TABLE 424 10 .0,
TREE SPECIES DIAMETER RETAIN? 10' PRESERVING VEGETATION E1.25
0TLAND ' .,
1 DOUGLAS FUR ,12 N BUFF R FILTER FENCE CA CIE N E3.10
2 DECIDIQUS 13 N [ E �i�r
TREE FENCING SHALL � � °„"
,., I,i MINIMUM 4' HIGH 3�.`� 1 w " .'DRIP LINE - M FABRIC MATERIAL SOP WIDE
3 DECI DIOUS 14 N 7 ORANGE POLYETHYLENE , BO1S. USE STAPLES OR WIRE RINGS TO
4 DECI DIOUS 6 N.::: a. LAMINAR SAFETY NETTING r —� Tm: r I' ` ATTACHPRE—APPFABRIC
To WI MIRAFl 70Ox OR
EQUAL
5 DECIDIOUS 12PROTEY h k`s
N .
r
POSTS SET=
6 DECIDIOUS 22 Y o Pffi MADE OF ` t,s DTO
7 DECI DIQLIS `1D Y Co k . METAL `I` OR EQUIVALENT
' I X 2' x I RITE CONDITIONRE FABRIC ) EQUIV.
8 DOUGLAS FUR 14 Y m
.r..,
T�.v
9 DOUGLAS FUR 14 Y BOTTOM of FILTER MATERIAL IN N,'
'' r �, �. _ .....-.__m � � � x a� TRENCH
10 DECIDIQUS "12 Y INCH WOOD CHIP MULCH TM Ma mum I
11 DECIDIQUS 14 Y DRIAN. MAY BE ADDED FOR R007
SHEETFLOW $ PROTECTION WITHIN FENCED I
12 DECIDIQUS 18 Y ,,, AREA - FILTER FARM MATERIAL"~ ;-
13 DECIDIQUS 12 Y 5 g C 2 A F T ROOTS
Y Imo- AL206 FEEDER INC I
:I S OR LARGERIN DIAMETER BY G D NOTE � AT THANGLE SILT EENDOF AUCE BACK UN. THE
14 DOUGLAS FUR 114 Y 426 + HAND EXCAVA ES U `
:H 3, MINIMIZE CONSTRUCTION ZCPE: PROTECT
15 DECIDIQUS 16 Y VEGETATION WTSNIE CONSTRUCT ON ZDNE BACKFlLL WITH NAIVE SOIL MATERAL
A — '� — _ - N BY SEGREGATING IT NTH HIGH VISIBILITY ON GRAVEL BACOF F IN TRENCH AND
SILT FENCE � crxNSTRucTION FENCING I
ON BOTH RIDES � FENS
TOTAL NUMBER 213 SPLASHBLOC 'S SPLASHBLOCKS �CKS SPLASI�IBLorKS FABRIC ON THE SURFACE ES
TO REDUCE EROSION BY PRESERVING NATURAL VEGETATION WHEREVER kF
DIAL INCHES PRACTICABLE.i6"DEC. TO INTERCEPT & DETAIN SMALL AMOUNTS OF SEDIMENT UNDER SHEET FLOW CONDITIONS
DIAM .R INCHES 1108'.. ... FROM DISTURBED AREAS DURING CONSTRUCTION. To DECREASE VELOCITY OF SHEET
TO RETAIN 14"DEC.
FLAWS.
PERCENTAGE OF 74.18% 5.0' S `0' D,&
INCHES RETAINED 30.0'13-104490
TOTALRETAINED TREES 11
ROPOS U �NGL .3�aEG �.
AREA .23ACR PANIC°" tSiDEN E
REQ-D PER Table 19.120.130-1° 5 '
428
ROOF DRAIN LOT COVERAGE:
. �
200 BSBL � � ® 2.0% (MIN) (TYPICAL) A k 1 10,205 SF ITOTAL SITE AREA
C I 'D. FUR .° LIRIU'EWAY:°�:
w. (CONC)', 26.0..
SITE PLAIN 1948 SF PROPOSED STRUCTURE
i a S 43o SCALE: I11=Q1_�" 65 SF PATIO AREA
I - 420 SF DRIVEWAYMALKWAY AREA
SEWER LINE
CONNECT TO EXIST
65.00' 19.5° o
34.88°fD COVERED BY STRUCTURES
MAIN 47.4fa IMPREVIOUS COVERAGE
2% MIN. SLOPE WATER
4 S. 296T FL
DRYWELYWELL CB#1 . FEDERAL �
FOR DRIVEWAY Cm OF
Urban Design Group SITE ADDRESS: DRAWN BY: Ova
879 Rainier Ave N, Suite A-200 DATE ISSUED:
>«*** S. 296th PI. _
Renton, WA 98057 Federal Way, WA REVISED:
URBAN DESIGN GROUP P: (206) 838-825® jt
SITE ADDRESS: WETLAND
PLASTIC COVERING STOCKPILES E1.20
CHOR WEIGHTS NTH STAKES
WATTLE
PARCEL 9414800070
65.00,
16 MAX ---NX mm
,—SIRAW HALES
FEDERAL WAY, WA
legal description: 422 6.
RUNOFF M APPROVED LOCATION.
WILDWOOD SOUTH 1
CUT SLOPES
PLat Block:
BURY SHEE7010 IN IN, X 0 RN. TRENCH WEIGHTS NTH STAKES
Plat Lot: 7 20' BSBL
MIWIN NIMUM OF 0 FT. SETBACK FROM TOP OF 101 ma
SLW- HAMILL WAM AM VEY RUNOFF TO
APPROVED LOCATION.
PROPOSED SINGLE
FAMILY RESIDENCE •PROVIDE
ENERGY DiSSIPAMON AT TOE WHEN icr MAX
SLAB ELEV. 428.,
S MIN.
FIN. FLR ELEV. 429.5
14 TOE SHEETING IN 4 IN. X 6 INTRERCH
.
MINIMUM OF 3 FT. SETBACK FRMM
ROOF TOP ELEV. 461.3
OF SLOPE BAMFILL WITH WMED
0
CONVEY RUN OFF TO APPROVED
C"
1 D
TREE RETENTION
TO PROVIDE IMMEDIATE TEMPORARY EROSION PRoTEcnoN To sLopEs
AND DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING &
MATTING
CONSTRUCTION ACCESS
E2.101
STABILIZED ACCESS SMALL BE USED IN ALL WAS OF THE SITE NTH VEHICLE TRAFFIC AND PARKING,
94CWDM PLANTING STRIPS. 07HER MEANS OF PROVIDING STABILIZED ACCESS DULL BE CONSIDERED.
8
TREE TABLE 424 100.0'
PRESERVING VEGETATION E1.25
TREE SPECIES DIAMETER RETAIN? 100, ET; ND
I DOUGLAS FUR 12 N /BUFF txa FILTER FENCE
2 DECIDIOUS 13 N E TREE FENCING SMALL BE
CANOPY GRIP LINE
MINIMUM OF 4! HIGH
3 DECIDIOUS 14 N X 9 u ORANGE POLYETHYLENE
LAMINAR SAFETY NETTING . . ....
4 DECIDIOUS 16 N
5 DECIDIOUS .12 Y
0_.Na-MG To X ""
6 DECIDIOUS 22 Y
0 - GROUND POSTS MACE OF "AM
7 DECIDIOUS 10 Y m METAL 'T' OR Ed AUDIT
8 DOUGLAS FUR 14 y m
9 DOUGLAS FUR 14 y to
10 DECIDIOUS 12 Y NOIE&'
3-INCH WOOD CHIP MULCH
11 DECIDIOUS 14 Y DRIAN. MAY BE ADDED FOR ROOT
lz ION WITHIN FENCED
SHEETFLOW v/ AREAPROTECT
DECIDIOUS 18 Y 2 OUTSIDE OF PROTECTIVE FENCING' ROOT ZONE VATHIN THE
13 DECIDIOUS 12 y AREA. PROTECT ROOTS 2-INCHES CANOPY DRIP UNE-ACTUAL FEEDER
4 DOUGLAS FUR 426 Jr OR LARGER IN DIAMETER BY USING R007S EXTEND WELL BEYOND DRIP
i� HAND EXCAVATION 7ECHNIgJES LINE
15 DECIDIOUS r �y PROTECT
SILT FENCE VEGETATION OUTSIDE CCNs1Ruc'nCN ZONE
BY SEGREGATING IT WTH HIGH VISIBILITY
CONSTRUCTION FENCING;
TOTAL NUMBER 213 SPLASHBLOCKS SPLASHBLOCXS
TO REDUCE EROSION BY PRESERVING NATURAL VEGETATION WHEREVER
DIA. INCHES PRACTICABLE.
I
DIAMETER INCHES 158 6"DEC
TO RETAIN 14"DEC.
PERCENTAGE OF 74.18% 5. 0' 5
D.&
INCHES RETAINED 30. 0'
TOTAL RETAINEDTREES 11 PROPOS['aD SINGL 2 3-PIEP
AREA .23ACR
REQ-D PER Table 19.120.130-1 5 FAMILY IRESiDENCE
428
4" ROOF DRAIN
20 BSBL @ 2.0% (MIN) (TYPICAL)
1�1 0FUR DRIVE WAY,-,
(CONC.), 26.01
20 0 SILO , 430
SEWER LINE
CONNECT TO EXIST 65.00' 19.5'
MAIN WATER
2% MIN. SLOPE 4' DIA.X4'
DRYWELL CB#1 S. 296TH FL
FOR DRIVEWAY
Urban Design Group SITE ADDRESS:
879 Rainier Ave N, Suite A-200 S. 296th Pl. DATEISSUED:
Renton, WA 98057
P: (206) 838-8250 Federal Way, WA
U RBAN DES1,13N GROUP
— ---- — - - ------------------ - - - - - - --
911mil
SCALE: I"
WE FENCING
D7H
AREA
POSTS E3.1 0
TER FABRIC MA 70M 50" WDE
SOLLS, USE STAPLES OR WRE RINGS TO
0 ATTACH FABRIC M W MIRAn 70OX OR
PRE -APPROVED EOUAL
11
---r X 2" X 1490 WRE FABRIC OR EQUIV.
PER.'— CON-TION"
BOTTOM OF FILTER MATERIAL IN ff
X 10 TRENCH
FILTER FABRIC MATERIAL
NOTE. ANGLE SILT FENCE BACK UP THE
SLOPE AT THE END OF RUN.
MATER
IAL
�L� BACIMLL NTH NATIVE SOIL M
OR GRAVEL GAMLL IN TRENCH AND
ON 807H SIDES OF FENCE
FABRIC ON THE SURFACE
TO INTERCEPT do DETAIN SMALL AMOUNTS OF SEDIMENT UNDER SHEET FLOW CONDITIONS
FROM DISTURBED AREAS DURING CONSTRUCTION. TO DECREASE VELOCITY OF SHEET
FLOWS.
13-h 104490
I ni 11 M III
'!WAF
SITS; —WETLAND STOCKPILES PLASTIC COVERING E1.20 CONSTRUCTION ACCESS E2.10
`
WEIGHTS 'MTN STAKEa
PARCEL 9414800070 WATTLE
"�.,. "�...� �... 9O' MAX. BEAM Pa r�BITE
FEE AY WA 55.00' INSPECTOR
a
D RAM
r
legal desCi 422 �� as 1 WE9' RUNOFF TO LOCA'nON,
titan- D
WILDWOOD SOUTH' 11 - CUT SLOPES
PLat Block: BURY SHEETING IN 4 K X G IN, CH' WEIGHTS TXTH STAKES
Plat ]Lot: 7 2'0' BSBL MINIMUM
6BACKFILL WITH W BACK FROM TW OF ID` MAK- TO
APPROVED LOCATION. r'RUNOFF 4'-B' QUARRY
PROPOSED SINGLE`
FAMILY RESIDENCE " E PROVIDE ENERGY ORATION AT TOE WiEN 10' MAX
I TEXTILE F DE FULL l4TDTH
iNGRE55(EOSESS AREA
SLAB ELEV. 428.15 12' WN, Tim
TO: IN SHEETING IN 4 IN. X 6 IN. TRENCH _.: V MIN.
FIN. FLR ELEV, 429.5 MINIMUM OF 3 Fr. FROM BOTTOM
ROOF TOP ELEV. 461.3 OF S,O'E. BACKFILL am+ WASHED ROCK.
STABILIZED ACCESS SHALL BE USED IN ALL AREAS OF THE STE NTH VEHICLE TRAFFIC AND PARKING
-. CONVEY RUNOFF TO APPROVED - INMUDING PLANTING STRIPS. OTHER MEANS OF PROVIDING STABILIZED ACCESS WALL BE CONSIDERED.
TREE RETENTION TO PROMDE IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES
` p f0 a AND DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING &
MATTING
TREE TABLE 424 100.0"
TREE SPECIES DIAMETER RETAIN? ' PRESERVING VEGETATION E1,25
LAND
1 DOUGLAS FUR 12 N BUFFER •m I
2 DECIDIOUS 13 N 1 E TREE FENCNG SHALL BL.+. ;�. 7.. "i,4 FILTER FENCE FENCE POSTS �` q 1
3 DECIDIOUS 14 N 7 9 ORAAll
NIMMUM OF 4' HIGHGE POLYETHYLENE �"�`. #"^ T CANOPY DRIP LINE TER FABRIC MATERIAL 60' WIDE
BOLLS. USE STAPLES OR
4 DECIDUOUS 16 _ N LAMINAR SAFETY NETTING $ HIRE RINGS To
ATTACH FABRIC rO WRE MIRAn 70OX OR
5 DECIDUOUS 12 Y � PRE -APPROVED EQUAL
6 DECIDIOUS 22 Y O POSTS SETTING TO 7 TMF` uE FENCING
j GROUND MADE OF DURABLE F DURING CONSTRUCTION
7 DECIDIOUS 10 Y q� �m METAL `r O; EQUIVALENT m � eN X 2' X 1490 WARE FABRIC OR EQUIV.
LO? V) C, ° . a, .. -... ( —PER': STE CONDITION}
8 DOUGLAS FUR '14 Y m ED w .
9 DOUGLAS FUR 14 Y �CL
W BOTTOM OF FILTER MATERIAL IN 8'
a - _ _ .. - r :.
„—. ° ,... X 12' TRENCH
3—INCH WOOD CHIP MUL04
10 DECIDUOUS 22 Y NOES. g
11 DECIDIOUS .14 Y DRAAN. MAY BE ADDED FOR I ! M
12 DECIDIOUS 18 Y SHEETFLOW 1 D PROTECTION WITHIN FENCED
1'
13 11
DECIDIOUS 12 Y 5 2.4E O )E T ZONE WITTLnF� FILTER FABRIC MATERIAL
PROTECT 75 2 ROOTS EXTEND WELL LINE—ACTUAL
F DRIP NOTE. ANGLE SET FENCE BACK UP THE
14 DOUGLAS FUR 14 Y t f e E Ei"Y LINE SLOPE AT THE END OF RUN.
426 ✓S HAND EXCAVATION TECHNIQUES�14
15 DECIDUOUS V01A 3. VEGETMINIMATION OUTSIDE CONSTRUCTION ZCONSTRUCTION ZONE, OOS BACKFILL RTH NATIVE SOIL MATERIAL
A Nd—^^ t----"a.— OR GRAVEL BACKfTLL IN TRENCH AND `.
SILT FENCE —^ -�^^- -- — —°— °° BY SEGREGATING IT MITH HIGH NSOIITY
CONMCTNXN FENCING.
ON BOTH SIDES OF FENCE
TOTAL NUMBER 213 SPLASHBLOCKS SPLASHBLOC S--SPLASHBLO TCS FABRIC ON THE SURFACE
TO REDUCE EROSION BY PRESERVING tNANRAI VEGETATION WHEREVERDIA. INCHES PRACTICABLE.
DIAMETER INCHES 158 ti
6°°DEC. TO INTERCEPT & DETAIN SMALL AMOUNTS OF SEDIMENT UNDER SHEET FLOW CONDITIONS
FROM DISTURBED AREAS DURING CONSTRUCTION. TO DECREASE VELOCITY DF SHEET
TO RETAIN 5 0' 14"DEC. 5 ®, I%FLOWS.
PERCENTAGE OF 74.18% D.S.
INCHES RETAINED 30.0°
TOTALRETAINED TREES 11 POJ D SINGL°rDEC�
AREA .23ACR PR®
FAMILY ESiDENCE
REQ-D PER Table 19.120.130-1, 5
428
a 4" ROOF DRAIN LOT COVERAGE:
0" BSBL Cs� 2.0% (MIN) (TYPICAL) 10,205 SF TOTAL SITE AREA
c D. FUR DRI VEIL A . "
26.}
(COSITE PLAN
C.) - 1948 SF PROPOSED STRUCTURE
?O - SL 4°' J 430 SCALE: (RT=20 L _0RR 65 SF PATIO AREA
I 420 SF DRIVEWAYMALKWAY AREA
SEWER LINEILL CONNECT TO EXIST COVERED BY STRUCTURES
65.00' 19.5'
MAIN 4RESUBM/'D IMPREVIOUS COVERAGE
2% MIN. SLOPE WATER
4• S. 296TH . FL
DRYWELL CB1 WEL
FOR DRIVEWAY
Urban Design Group SITE ADDRESS: DRAWN BY: ava CDS
879 Rainier Ave N, Suite A-200 ®ATE ISSUED
Renton, WA 98057 S. 296th PI.
P: (206) 836-8250 Federal Way, A
REVISED:
URBAN DES]GN GROUP 1