HomeMy WebLinkAboutR-423828A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
CONTINUED - SEE SHEET C3.02
CID-� �- �- �/ / �'\1 \\ / I ..I........ SDCB
co - / �- _ - z , , .. RIM-21.24'
- - - - "�'.'.'.'.'.'• _ IE(W)=20.49' 4 PVC 1901 OAKESDALE AVE SW
..I. .......I.......... I IE(S)=20.39' 6'PVC
SEE ARCHITECTURAL
� / � / /•..f.�.�.�.�.•.•.•.f.�.�.�.�.....�.� lE(E)=20.49' 4 P�" SDCB-
_f.... • • • f.... • • • •.. I PLANS FOR BUILDING RIM=20.99'
-- Q - r - - \ \ \ / v - j % _ ' 4� ....... ......... ADDITIONS lE(S)=20.19' 6'Pt/C 277.7'
:I:f:....... f .......... C O
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f . I .. ........ ......... "J SDx SDx COVERED
CWUNDER FIELD DRAINAGE - / / , j I I f. ..........I ................... n IRRG
PER FIELD DESIGNER i - ` t/ � I / / l / I I f........f.......... I P- -M• XMMIIW}TDx SDx SDx SDx SDx SDx SDx SDx SDx SDx
_ _ _f........f.........
FINISHED GRADE OF FIELD = 21.5 "
\ ` \ ' ^ - \ Ir / / / /� I ) I I I . I 4B2'1
% _ VIED _ COVERED
R1M=20.73'
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RIM=21.00 / I I I `� RIM=21.00 1
0 I IE=16.2718"(IN)E_ _ IE=16.85 8"(IN)N _I Cl) I IE=16.85 8"(IN)N / \ IE=16.85 8"(IN)S
Lij IE 16.85 8"(IN)S IE=16.8518"(OUT)W
,J LJJ IE=16.2718"(OUT)W I I W/ SOLID LOCKING LID\
W/ SOLID LOCKING LID ,
Le 233 LF 18" PVC @ 0.2% - - - - - - - - - - - , I ' ' ' ' TC 21.16
BC 20.66
LU
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FINISHED GRADE OF FIELD = 21.5 ) ( I I TC 21.04
III UNDER FIELD DRAINAGE �' / ✓ / (/ �� I ,
PER FIELD DESIGNER 1 I x
CONTINUED - SEE SHEET C3.0E
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801 SECOND AVENUE, SUITE 900 (206) 343-0460
SEATTLE, WA 98104 www.cplinc.com
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;Dx� SDx SDx SDx �- SDx SDCB SDx SDx
x - - - < R1M=20.16' - -
TC 21.14 TC 21.01 I 1E77=17.06' 12'PVC
BC 20.64 BC 20.�1 i� W ! �IWII ��■ Wx
cn i TC 21.07 x
SC 20.57
TC 21.75
BC 21.25 TC 21.81Cn I �_
BC 21.31 J
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x I BC 20.62 x
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IIx Cn x I
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x SDCB
RIY=20.16'
IE(W)=17.52' 6 PVC I j
rOP(E)=18.15
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x o7 BC 20.56 BC 20.49
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BC 20.49 BC 20.3 SDCB
RIM=20.17'
o I lE(E)=17.776CONCI
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0 / 0 R1M=20.43' t=t_
o TC 21.04 Cw C 20.9 /E(N)=14.96' 12 PVC I -j
N BC 20.54 C 20.48
lE(S)=14.96' 12'PVC I
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+BC1.72
BC 20.51
x TC 21.75
BC 21.25 LB%"
C 20.91
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SDx x SDx-
ASPH ......
-- ......
-- ......
Wx 3E Wx Wx
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SDCB 0
RIM=20.18'
IE(S)=17.14' 12 PVC
SDCB I
RIM=20.10' D7
0
17.31' 6'CONC
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x
SDCB
RIM=20.09'
17.28' 61CONC
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0
BOLLARDS
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\ I RIM=20.21 '
IE(W)=10.39' 24 CONCI
lE E=10.39' 24 CONC
-x SDx SDx
Wx
0
SDCB
RIM=20.30'
IE(E)=15.53' 6 CONC
Cn
v
x
v
x
0
SDMH SDCB
RIY=20.37' RIM=20.14'
15.71 ' 12'PVC x 1E(E)=17.32' 6'CONC
15.65' 12'PVC
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IF(S)=16.86' 12'PVC
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RIY=20.12'
IE(E)=17.33' 6'CONC I W
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RIY=20.13'
1E(E)=17.39' 61CONC I Z
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RIM=20.10'
I
SDCB
RIM=20.10'
IE(E)=17.29' 6'CONC
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SDMH
RIY=20.28'
IE(N)=15.08' 12 PVC
IE S=14.95' 12'PVC
IE(E)=17.42' 6 PVC
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SDCB
R1M=20.11'
Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)
SURVEYED: H PACIFIC SCALE. HORIZONTAL- r oVD 1988ss�
DESIGNED: AS SHOWN o CITY OF
ML RENTON
DRAWN: IRI
JAS ONE INCH DATU M
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
WCA IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: TBB SCALE ACCORDINGLY
LO
14'A 'VL
O
O
N
0 10 20 40 N
U
1 "=20'
Legend
r
N 79°33'06" E - 46.81'
PROPERTY LINE
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EX CONTOUR (INDEX)
C)
O
- -
EX CONTOUR
N
N
55
CONTOUR (INDEX)
Q
- 54
CONTOUR
J
55.24 TC 56.78 TW 65.25
+ BC 56.28 BW 56.28
SPOT ELEVATION
RIDGE ---- --
VALLEY
GRADE BREAK
w w
WETLAND
O
M
PROPOSED STORMWATER
C)FEATURE
C)
EXISTING STORMWATER
- - _ - -
E_/:/��=7: ]
FEATURE
DETENTION SYSTEM
N
N
8'SD Sp 8" SD @ xx%
STORM DRAINAGE PIPE
L _J _. 0 • ■❑ ■ IO
YD/CO/CB/CB 21MH
12'SS SS le 8" 55 (0_)xx%
SANITARY SEWER
�SSMH OSSCO O 0
SANITARY MH/CO
12" DI W W 12 DI W
WATER MAIN
FH FDC� Plo " �R* PIVNWV
FH/FDCIPIVNALVE
Ewl ®WM C
WATER VAULT/METER
--FTG ---- FTG ---- FTG-
FOOTING DRAIN
/- <1
DRAINAGE SWALE
EXISTING STREAM
ASPHALT PAVEMENT
SYNTHETIC TURF
GRASS
FLOOD MITIGATION
CONCRETE RETAINING
WALL
ROCKERY WALL
-
FRENCH DRAIN
--FTG-
FOOTING DRAIN
inmm
ROCK OUTFACE PAD
w
NOTE: STORM SYSTEM SHALL BE PRIVATE
UNLESS OTHERWISE NOTED.
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NOTE: STORM SYSTEM SHALL HAVE OPEN
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R-423828
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DEVELOPMENT ENGINEERING Ootk
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Wanders 05/10/2023
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LU
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SEATTLE SOUNDERS FC HEADQUARTERS
DATE:
05/01/2023
LU
& TRAINING CENTER
FIELDBOOK:
RENTON, WASHINGTON
PAGE:DRAWING NO:
GRADING &
C3.05
Q
DRAINGE PLAN
SHEET: OF:
28 71
W
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