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� RIM=20.16'
I I IIE(AO=13.37' 12'PVC
ASPH lE(W)=13.3s' 24'CONC
I lE(E)=13.37' 24'CONC
I lE(S)=15.41 ' 12 PVC
x
� I
X SDMH
r❑n R1M=20.26'
lE(N)=13.88' 12 PVC
lE(W)=13.84' 24 CONC
lE(E)=13.88' 12 PVC
x lE(S)=15.51' 12 PVC
❑
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SPEED LIMIT X l
15 MPH ❑
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W SDx S x m P S x SDk �Dx-� SDx SDx SDx SDx SDx SDx SDx SDx
O W I I \ BUSHES/TREES
0
W a SDCB x W� I R1M=20D �H
lE(E)=17.76' 6 PVC � I lE(N)=14.10' 12 PVC
Z '�(S)=18.50' 6 PVC I cn cn lE(W)=14.12' 12 PVC �
� I a I SDCB � lE(S)=15.08' 12 PVC �
R1M=20.01 '
W Z lE(E)=15.09' 6'PVC
X
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x I SDCB
I U❑i R1M=20.12' J I
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lE(W)=16.74' 6 PVC i X � I x
x I A PH I I ASPH i ASPH
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I I R1M=20.03' R1M=20.09' R1M=19.95' I SDCB
I lE(W)=16.67' 6'PVC I lE(E)=16.24' 6 PVC lE(E)=15.99' 6 PVC R1M=21.00
lE(N)=15.0 ' 24" ONC
R1M=20.71 ' � o lE(E)=15.9 ' 12' NC
lE(N)=18.96' 6 PVC x x lE(S)=15.0 ' 24" NC
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��SIONAL
G E N COUGH LINPORTERLUNDEEN
E R A STRUCTURAL CIVIL SEISMIC ENGINEERING
T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460
SEATTLE, WA 98104 www.cplinc.com
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LL
SURVEYED: SCALE.
H PACIFIC HORIZONTAL NAD 1983/1991IA�
DESIGNED: AS SHOWN o CITY OF
ML DRAWN: IRI RENTON
,
JAS ONE INCH
CHECKED: DATUM
wcA AT FU
SCALE Planning/Building/Public Works Dept.
IF NOT ONE IN
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TBB
an mm 0
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0 10 20 40 N
U
1 "=20'
06
Ir
Ootk
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Legend �
N 79°33'06" E - 46.81' PROPERTY LINE �
EX CONTOUR (INDEX) CIr-
)
O
- - EX CONTOUR N
N
55 CONTOUR (INDEX) Q
- 54 CONTOUR J
55.24 TC 56.78 TW 65.25 SPOT ELEVATION
+ BC 56.28 BW 56.28
RIDGE ---- -- GRADE BREAK
VALLEY
WETLAND O
PROPOSED STORMWATER co
FEATURE C�_z )
EXISTING STORMWATER �
FEATURE N
EZ] DETENTION SYSTEM N
8"SD Sp 81 SD @ xx% STORM DRAINAGE PIPE
� r, ', N r � ❑� • ■❑OO YD/CO/CBICB 2/MH
12"SS SS SANITARY SEWER
( �SSMH oSSCO O • SANITARY MH/CO
12» DI W W 12" DI W WATER MAIN
EH�-�EDC'a Plo 111� _O�FROFD�PIVNWEwl V FH/FDCIPIVNALVE
®WM 0 � WATER VAULT/METER
--FTG ---- FTC ---- FTG- FOOTING DRAIN
,�,, - <, - - _ <, - --' DRAINAGE SWALE
EXISTING STREAM
ASPHALT PAVEMENT
SYNTHETIC TURF
GRASS
FLOOD MITIGATION
CONCRETE RETAINING
WALL
ROCKERY WALL
FRENCH DRAIN
--FTG-
FOOTING DRAIN
ROCK OUTFACE PAD
NOTE: STORM SYSTEM SHALL BE PRIVATE W
UNLESS OTHERWISE NOTED.
Z
NOTE: STORM SYSTEM SHALL HAVE OPEN LLJ
GRATE (HERRINGBONE), UNO V
Z
Z
Q
W
Q
Q
R-423831 =
IN COMPLIANCE WITH CITY OF RENTON STANDARDS V
LL
DEVELOPMENT ENGINEERING � (f)
Wanders 05/10/2023 01�
W
0
Z
DATE: O
SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 W
& TRAINING CENTER FlELDBOOK:
RENTON WASHINGTON PAGE. �
7 DRAWING N0:
GRADING & C3.
Q
DRAINGE PLAN SHEET: 31 GF:71 W
I
I \
I I .
I
ASP
I
I
SDx SD SDx
SDCB I
I R1M=21.32'
lE(N)=15.4 ' 24 C NC
lE(E)=16.32 12'C NC
lE(S)=15.41' 24 C NC `
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I W
CD
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X SDMH
r❑n R1M=20.26'
lE(N)=13.88' 12 PVC
lE(W)=13.84' 24 CONC
lE(E)=13.88' 12 PVC
x lE(S)=15.51' 12 PVC
❑
I�
I I�
I P
�I
( x
I
/
SPEED LIMIT X l
15 MPH ❑
0co 0
ply
W SDx S x m P S x SDk �Dx-� SDx SDx SDx SDx SDx SDx SDx SDx
O W I I \ BUSHES/TREES
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W a SDCB x W� I R1M=20D �H
lE(E)=17.76' 6 PVC � I lE(N)=14.10' 12 PVC
Z '�(S)=18.50' 6 PVC I cn cn lE(W)=14.12' 12 PVC �
� I a I SDCB � lE(S)=15.08' 12 PVC �
R1M=20.01 '
W Z lE(E)=15.09' 6'PVC
X
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x I SDCB
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I I R1M=20.03' R1M=20.09' R1M=19.95' I SDCB
I lE(W)=16.67' 6'PVC I lE(E)=16.24' 6 PVC lE(E)=15.99' 6 PVC R1M=21.00
lE(N)=15.0 ' 24" ONC
R1M=20.71 ' � o lE(E)=15.9 ' 12' NC
lE(N)=18.96' 6 PVC x x lE(S)=15.0 ' 24" NC
I � a
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I I G° I
--------- LIMITS LIMITS LIMITS LIMITS
L 4 I I
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� LI IT - LIMI� I T-T -7-11
S89°58'50'1M 441.60' *__001
� B. BRo
WAS�1���
33708 �
��SIONAL
G E N COUGH LINPORTERLUNDEEN
E R A STRUCTURAL CIVIL SEISMIC ENGINEERING
T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460
SEATTLE, WA 98104 www.cplinc.com
= STUDI
O
14,A LF,
II
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Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)
LL
SURVEYED: SCALE.
H PACIFIC HORIZONTAL NAD 1983/1991IA�
DESIGNED: AS SHOWN o CITY OF
ML DRAWN: IRI RENTON
,
JAS ONE INCH
CHECKED: DATUM
wcA AT FU
SCALE Planning/Building/Public Works Dept.
IF NOT ONE IN
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TBB
an mm 0
O
O
N
0 10 20 40 N
U
1 "=20'
06
Ir
Ootk
Cn
09
Legend �
N 79°33'06" E - 46.81' PROPERTY LINE �
EX CONTOUR (INDEX) CIr-
)
O
- - EX CONTOUR N
N
55 CONTOUR (INDEX) Q
- 54 CONTOUR J
55.24 TC 56.78 TW 65.25 SPOT ELEVATION
+ BC 56.28 BW 56.28
RIDGE ---- -- GRADE BREAK
VALLEY
WETLAND O
PROPOSED STORMWATER co
FEATURE C�_z )
EXISTING STORMWATER �
FEATURE N
EZ] DETENTION SYSTEM N
8"SD Sp 81 SD @ xx% STORM DRAINAGE PIPE
� r, ', N r � ❑� • ■❑OO YD/CO/CBICB 2/MH
12"SS SS SANITARY SEWER
( �SSMH oSSCO O • SANITARY MH/CO
12» DI W W 12" DI W WATER MAIN
EH�-�EDC'a Plo 111� _O�FROFD�PIVNWEwl V FH/FDCIPIVNALVE
®WM 0 � WATER VAULT/METER
--FTG ---- FTC ---- FTG- FOOTING DRAIN
,�,, - <, - - _ <, - --' DRAINAGE SWALE
EXISTING STREAM
ASPHALT PAVEMENT
SYNTHETIC TURF
GRASS
FLOOD MITIGATION
CONCRETE RETAINING
WALL
ROCKERY WALL
FRENCH DRAIN
--FTG-
FOOTING DRAIN
ROCK OUTFACE PAD
NOTE: STORM SYSTEM SHALL BE PRIVATE W
UNLESS OTHERWISE NOTED.
Z
NOTE: STORM SYSTEM SHALL HAVE OPEN LLJ
GRATE (HERRINGBONE), UNO V
Z
Z
Q
W
Q
Q
R-423831 =
IN COMPLIANCE WITH CITY OF RENTON STANDARDS V
LL
DEVELOPMENT ENGINEERING � (f)
Wanders 05/10/2023 01�
W
0
Z
DATE: O
SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 W
& TRAINING CENTER FlELDBOOK:
RENTON WASHINGTON PAGE. �
7 DRAWING N0:
GRADING & C3.
Q
DRAINGE PLAN SHEET: 31 GF:71 W
I
I \
I I .
I
ASP
I
I
SDx SD SDx
SDCB I
I R1M=21.32'
lE(N)=15.4 ' 24 C NC
lE(E)=16.32 12'C NC
lE(S)=15.41' 24 C NC `
I > �
I
O
I W
CD
F
co
a
I�
I I�
I P
�I
( x
I
/
SPEED LIMIT X l
15 MPH ❑
0co 0
ply
W SDx S x m P S x SDk �Dx-� SDx SDx SDx SDx SDx SDx SDx SDx
O W I I \ BUSHES/TREES
0
W a SDCB x W� I R1M=20D �H
lE(E)=17.76' 6 PVC � I lE(N)=14.10' 12 PVC
Z '�(S)=18.50' 6 PVC I cn cn lE(W)=14.12' 12 PVC �
� I a I SDCB � lE(S)=15.08' 12 PVC �
R1M=20.01 '
W Z lE(E)=15.09' 6'PVC
X
(� O
II � � R1M=20.028 0
x I SDCB
I U❑i R1M=20.12' J I
I
lE(W)=16.74' 6 PVC i X � I x
x I A PH I I ASPH i ASPH
I � �
�� I I � I I
0 x v 0
- - x
K x
I
I I I •co �, I •co
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K I I I I
x
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W �, I �, I'd
o � I o 3 I o SDx ,
� " I SDCB SDCB SDCB
I I R1M=20.03' R1M=20.09' R1M=19.95' I SDCB
I lE(W)=16.67' 6'PVC I lE(E)=16.24' 6 PVC lE(E)=15.99' 6 PVC R1M=21.00
lE(N)=15.0 ' 24" ONC
R1M=20.71 ' � o lE(E)=15.9 ' 12' NC
lE(N)=18.96' 6 PVC x x lE(S)=15.0 ' 24" NC
I � a
o�
n I
xllWl llWll llWif
I I G° I
--------- LIMITS LIMITS LIMITS LIMITS
L 4 I I
I I
� LI IT - LIMI� I T-T -7-11
S89°58'50'1M 441.60' *__001
� B. BRo
WAS�1���
33708 �
��SIONAL
G E N COUGH LINPORTERLUNDEEN
E R A STRUCTURAL CIVIL SEISMIC ENGINEERING
T 0 R 801 SECOND AVENUE, SUITE 900 (206) 343-0460
SEATTLE, WA 98104 www.cplinc.com
= STUDI
O
14,A LF,
II
I I
I
II
I
I I
�I
-SDx R1M=20.94' - _ � I �O I I " \ �
lE(W)=17.60' )2
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I III II Io1� �I > %
I
IT
a
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Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)
LL
SURVEYED: SCALE.
H PACIFIC HORIZONTAL NAD 1983/1991IA�
DESIGNED: AS SHOWN o CITY OF
ML DRAWN: IRI RENTON
,
JAS ONE INCH
CHECKED: DATUM
wcA AT FU
SCALE Planning/Building/Public Works Dept.
IF NOT ONE IN
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TBB
an mm 0
O
O
N
0 10 20 40 N
U
1 "=20'
06
Ir
Ootk
Cn
09
Legend �
N 79°33'06" E - 46.81' PROPERTY LINE �
EX CONTOUR (INDEX) CIr-
)
O
- - EX CONTOUR N
N
55 CONTOUR (INDEX) Q
- 54 CONTOUR J
55.24 TC 56.78 TW 65.25 SPOT ELEVATION
+ BC 56.28 BW 56.28
RIDGE ---- -- GRADE BREAK
VALLEY
WETLAND O
PROPOSED STORMWATER co
FEATURE C�_z )
EXISTING STORMWATER �
FEATURE N
EZ] DETENTION SYSTEM N
8"SD Sp 81 SD @ xx% STORM DRAINAGE PIPE
� r, ', N r � ❑� • ■❑OO YD/CO/CBICB 2/MH
12"SS SS SANITARY SEWER
( �SSMH oSSCO O • SANITARY MH/CO
12» DI W W 12" DI W WATER MAIN
EH�-�EDC'a Plo 111� _O�FROFD�PIVNWEwl V FH/FDCIPIVNALVE
®WM 0 � WATER VAULT/METER
--FTG ---- FTC ---- FTG- FOOTING DRAIN
,�,, - <, - - _ <, - --' DRAINAGE SWALE
EXISTING STREAM
ASPHALT PAVEMENT
SYNTHETIC TURF
GRASS
FLOOD MITIGATION
CONCRETE RETAINING
WALL
ROCKERY WALL
FRENCH DRAIN
--FTG-
FOOTING DRAIN
ROCK OUTFACE PAD
NOTE: STORM SYSTEM SHALL BE PRIVATE W
UNLESS OTHERWISE NOTED.
Z
NOTE: STORM SYSTEM SHALL HAVE OPEN LLJ
GRATE (HERRINGBONE), UNO V
Z
Z
Q
W
Q
Q
R-423831 =
IN COMPLIANCE WITH CITY OF RENTON STANDARDS V
LL
DEVELOPMENT ENGINEERING � (f)
Wanders 05/10/2023 01�
W
0
Z
DATE: O
SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 W
& TRAINING CENTER FlELDBOOK:
RENTON WASHINGTON PAGE. �
7 DRAWING N0:
GRADING & C3.
Q
DRAINGE PLAN SHEET: 31 GF:71 W
I
I \
I I .
I
ASP
I
I
SDx SD SDx
SDCB I
I R1M=21.32'
lE(N)=15.4 ' 24 C NC
lE(E)=16.32 12'C NC
lE(S)=15.41' 24 C NC `
I > �
I
O
I W
CD
F
co
a
II
I I
I
II
I
I I
�I
-SDx R1M=20.94' - _ � I �O I I " \ �
lE(W)=17.60' )2
co
o
v
x
I III II Io1� �I > %
I
IT
a
mmmilll
Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)
LL
SURVEYED: SCALE.
H PACIFIC HORIZONTAL NAD 1983/1991IA�
DESIGNED: AS SHOWN o CITY OF
ML DRAWN: IRI RENTON
,
JAS ONE INCH
CHECKED: DATUM
wcA AT FU
SCALE Planning/Building/Public Works Dept.
IF NOT ONE IN
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TBB
an mm 0
O
O
N
0 10 20 40 N
U
1 "=20'
06
Ir
Ootk
Cn
09
Legend �
N 79°33'06" E - 46.81' PROPERTY LINE �
EX CONTOUR (INDEX) CIr-
)
O
- - EX CONTOUR N
N
55 CONTOUR (INDEX) Q
- 54 CONTOUR J
55.24 TC 56.78 TW 65.25 SPOT ELEVATION
+ BC 56.28 BW 56.28
RIDGE ---- -- GRADE BREAK
VALLEY
WETLAND O
PROPOSED STORMWATER co
FEATURE C�_z )
EXISTING STORMWATER �
FEATURE N
EZ] DETENTION SYSTEM N
8"SD Sp 81 SD @ xx% STORM DRAINAGE PIPE
� r, ', N r � ❑� • ■❑OO YD/CO/CBICB 2/MH
12"SS SS SANITARY SEWER
( �SSMH oSSCO O • SANITARY MH/CO
12» DI W W 12" DI W WATER MAIN
EH�-�EDC'a Plo 111� _O�FROFD�PIVNWEwl V FH/FDCIPIVNALVE
®WM 0 � WATER VAULT/METER
--FTG ---- FTC ---- FTG- FOOTING DRAIN
,�,, - <, - - _ <, - --' DRAINAGE SWALE
EXISTING STREAM
ASPHALT PAVEMENT
SYNTHETIC TURF
GRASS
FLOOD MITIGATION
CONCRETE RETAINING
WALL
ROCKERY WALL
FRENCH DRAIN
--FTG-
FOOTING DRAIN
ROCK OUTFACE PAD
NOTE: STORM SYSTEM SHALL BE PRIVATE W
UNLESS OTHERWISE NOTED.
Z
NOTE: STORM SYSTEM SHALL HAVE OPEN LLJ
GRATE (HERRINGBONE), UNO V
Z
Z
Q
W
Q
Q
R-423831 =
IN COMPLIANCE WITH CITY OF RENTON STANDARDS V
LL
DEVELOPMENT ENGINEERING � (f)
Wanders 05/10/2023 01�
W
0
Z
DATE: O
SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 W
& TRAINING CENTER FlELDBOOK:
RENTON WASHINGTON PAGE. �
7 DRAWING N0:
GRADING & C3.
Q
DRAINGE PLAN SHEET: 31 GF:71 W
I
I \
I I .
I
ASP
I
I
SDx SD SDx
SDCB I
I R1M=21.32'
lE(N)=15.4 ' 24 C NC
lE(E)=16.32 12'C NC
lE(S)=15.41' 24 C NC `
I > �
I
O
I W
CD
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co
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Z
Z
Q
W
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Q
R-423831 =
IN COMPLIANCE WITH CITY OF RENTON STANDARDS V
LL
DEVELOPMENT ENGINEERING � (f)
Wanders 05/10/2023 01�
W
0
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DATE: O
SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 W
& TRAINING CENTER FlELDBOOK:
RENTON WASHINGTON PAGE. �
7 DRAWING N0:
GRADING & C3.
Q
DRAINGE PLAN SHEET: 31 GF:71 W
I
I \
I I .
I
ASP
I
I
SDx SD SDx
SDCB I
I R1M=21.32'
lE(N)=15.4 ' 24 C NC
lE(E)=16.32 12'C NC
lE(S)=15.41' 24 C NC `
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I W
CD
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co
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I \
I I .
I
ASP
I
I
SDx SD SDx
SDCB I
I R1M=21.32'
lE(N)=15.4 ' 24 C NC
lE(E)=16.32 12'C NC
lE(S)=15.41' 24 C NC `
I > �
I
O
I W
CD
F
co
a