HomeMy WebLinkAboutAPPROVED_SRTC_CCP_DC11_20260722GENERAL NOTES:
1.SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS.
2.SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY
SECTIONS.
3.SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION
PLANS.
4.SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS.
5.SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM
STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS.
6.EXISTING FACILITIES TO BE PROTECTED-IN-PLACE
UNLESS OTHERWISE NOTED.
7.FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE
PAVING, TRAFFIC, AND UTILITY SHEETS.
8.USE WSDOT STANDARD SPECIFICATIONS UNLESS
OTHERWISE NOTED.
9.PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD
PIPE SPANS WITH 3 FEET OF COVER OR LESS.
10.ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS
OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR
PROPRIETARY BMP LOADING CONSIDERATIONS
DRAINAGE STRUCTURE TABLE
STRUCTURE
102-17
102-18
FIL-3
MWS-66
STRUCTURE DETAILS
CB TYPE 1L
STA. 207+86.09 (1.36', RT)
RIM 24.97
CB TYPE 2 - 48"
STA. 309+06.83 (32.49', RT)
RIM 25.34
TYPE C UNIT
STA. 309+04.94 (37.11', RT)
RIM 25.20
TYPE D UNIT
STA. 207+85.05 (6.92', RT)
RIM 25.55
PIPES IN
IE 20.45 (W)
IE 19.95 (S)
IE 21.93 (NW)
PIPES OUT
IE 21.95 (SE)
IE 19.95 (N)
IE 20.61 (E)
IE 21.41 (E)
STA SEE BT120-CDD501
STA SEE BT120-CDD504
20
KEY NOTES:
INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN
201.00, WITH STORM ROUND FRAME AND COVER
(PRIVATE) PER COR STD PLAN 204.40. RIMS TO BE
NON-SLIP WHEN LOCATED WITHIN WALKWAYS.
REMOVE EXISTING OPEN CURB FACE FRAME AND
GRATE AND INSTALL RECTANGULAR FRAME AND
SOLID METAL COVER PER COR STD PLANS 204.00
AND 204.10, RESPECTIVELY.
ADJUST RIM TO GRADE.
INSTALL BIOFILTRATION SYSTEM TYPE D UNIT. SEE
DWG. BT120-CDD504 FOR DETAILS AND SPECIAL
PROVISIONS 7-05.
INSTALL CATCH BASIN TYPE 1L PER COR STD PLAN
200.10, WITH OPEN CURB FACE FRAME AND GRATE
PER COR STD PLAN 203.00.
INSTALL BIOFILTRATION SYSTEM TYPE A UNIT. SEE
DWG. BT120-CDD501 FOR DETAILS AND SPECIAL
PROVISIONS.
STRUCTURE FRAME AND COVER MEET AASHTO
LOAD RATING HS-25.
CONTRACTOR SHALL MATCH EXISTING PIPE
CENTERLINE LOCATION AND INVERT ELEVATION(S)
OF EXISTING CONNECTION(S). DISCREPANCIES
BETWEEN PLAN LOCATION AND FIELD LOCATION
SHALL BE REPORTED TO THE RESIDENT ENGINEER
PRIOR TO STARTING CONSTRUCTION.
24
21
38
41
43
3
47
CONC
CONC
CONC
SIGN
DEBRIS
SIGN
SIGN
SIGN
/
/
/
/
CONC
UT
UT
UT
VLT
VLT
VLT
VLT
VLT
HH
VLTS
VLT
TRASHBIN TRASHBIN
SW SW
SW
SW
DRW DRW
TRASHBIN
SW
SW
SW
DRW
DRW
SW
SW
DRW
SW
SW
SW
SW
DRW
CONC WALL
TTTTMHGV
GVGV
GV
GV
2 MISCMH
GV
GV
TMH TMH
GV
GV
GATE CW
SW
SW
CONCBENCH
4' WOO
D
F
N
C
CW
SW
CO
N
C
B
E
N
C
H
CONC BEN
C
H
AR
T
W
O
R
K
CONC
DRW
DRW
SW
SW
SW
SW
DRW
DRW
CO
GV
GV
GV
GV
GV
GM
2VLTS
HH
TTMH
GM
X6' CLEF
6' TEMP CLEF
X
6' TEMP CLEF
6' TEMP CLEF
6' TEMPCLEF
8' CLEF
X 5.5' CLEF
SW
2' FNC
GATE
6' CLE
F
5.5' CLEF
6' CLEF
BLDGEQUIP
CONC
SW
SW
SW
SW SW
SW
SW
SW
CONC BASEREMOVED LT
4 BLRD
3 BLRD
3 BLRD
2 BLRD
6' TEM
P
C
L
E
F
6' CLEF
2 BLRD
3 BLRD
6' TEM
P
C
L
E
F
SIGN POST ONCONC BASE
6' CLEF
GATE
STORAGESHED
MISCVALV
/
//
/
SL
SL
SS
CENTURYLINK
CENTURY
L
I
N
K
F
O
CENTURYLINK FO
CENTURYLINK FO
CENTURYLIN
K
F
O
CENTURYLINK FO
CENTURYLINK FO
CENTU
R
Y
L
I
N
K
F
O
RENTONRENTON
RENTON
RENTON
RENTO
N
RENTON
RENT
O
N
RENT
O
N
RENTON
RENTON
RENTON
RENTO
NRENTON
RENT
O
N
RENTON
RENTO
NRENTO
N
WSDO
T
F
O
WSDO
T
F
O
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAY
O
F
O
2-ZAYO FO
PSE GAS
PSE G
A
S
PSE GAS
PSE G
A
S
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE
G
A
S
PSE G
A
S
PSE GAS
PSE GAS
FOVLT
HH
GV
5'4" DP
6'8" DP
5' DP
4' DP4' DP
3' DP3'9" DP3'4" DP
2'11" DP 6'9" DP 1'DP
1'11"
D
P
2'3"DP
2' DP
2' DP3'11" DP
3'6" DP
5'9" DP 7'2" DP6'11" DP 7' DP 6'6" DP
4'4" DP 4'3" DP 3'7" DP 2' DP
4'10" DP
5'9" DP
4'7" DP 1'11" DP1'11" DP2'6" DP 5' DP1'4" DP 2'6" DP2'2" DP 3'1" DP2'6" DP 1'7" DP 1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP
7'11" DP
11' DP4'9" DP4'9" DP13'6" DP6'3" DP
5'8" DP
4'1" DP
3'6" D
P
4'8" DP
12'6" DP
13'6" DP11'6"DP10' DP
8'5" D
P
8'11"
D
P
8'10"
D
P
9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP
1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP
1' DP
1'10" DP
1'11" DP
2' DP
3'1" DP
3'1" DP
3'6"DP
1'7" DP
2'9" DP
2'1" DP
1'9" DP
1'6" DP
2'1" DP
2'3" DP
2'1" DP
2'3" D
P
1'11" DP
1'11" DP
1'11" DP
2'5" D
P
1'8" DP
2'1" D
P
1'11" DP
2'5" D
P
2' DP
2'4"DP
2'10" D
P
2'5" DP
2' DP
2'4"DP
2'5" DP5'4" DP5' DP5'5" DP4'8" DP
4'DP3'7"DP2' DP
1'9" DP
2' DP1'9" DP
2'4" DP
2' DP
1'10" DP
2'1" DP
3'11"DP 6'4" DP6'3" DP6'7" DP
2' DP
3'2"DP2'6" DP
4'11" D
P
3'11" DP
2'8" DP
3'10" D
P
3'3" DP
5'6" D
P
7'11" DP
6'7" DP4'5" DP
6'9" DP
6' DP
7'6" DP 5'6" DP
2'5" DP
2'DP
400
404
418
CO
2 BLRD
3'11" DP4'11" DP
3'5" DP3'9" DP
3'10" DP
2'2" DP
1'5" DP
BROADBANDVAULT
1' 11" DP
2'3" DP3'11" DP
4'11" DP
1'7" DP
4'5" DP5'6" DP
1' 8" DP
2'5" DP
1'11" DP
3'8" DP4'9" DP
1'4" DP
3' DP5'8" DP
5'10" DP6'2" DP5'5" DP
6' DP4' DP
1'5" DP1'7" DP 2'8" DP 2'4" DP 2'6" DP
4'2" DP
2'4" DP
12' DP
6'11"
3'6"
4'8"
8'11"
1'7"
2'
6'9"4'5"
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
3'10"
4'1"
4'9"7"
4'1"
3'11"
5'9"
5"
2'1"
1'11"
9"2'4"
3'1"2'11"3'3"
4'9"
4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"
1'4"
2'2'1"
2'9"
6" TREE30' DLN
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
CO
HH
N
T
C
5
0
9
+
5
3
N TC 510+00
S TC 609+53
S TC 610+00
HA
R
D
I
E
3
1
0
+
0
0
HAR
D
I
E
3
0
9
+
0
0
HA
R
D
I
E
3
1
0
+
0
0
RAINIER
2
0
4
+
0
0
RAINIER 205+
0
0
RAINIER 206+00
RAINIER 207+00
RAINIER
2
0
8
+
0
0
RAINI
E
R
2
0
9
+
0
0
N TC STA 510+04.91
= RAINIER STA 207+16.93
S TC STA 610+02.99
= RAINIER STA 206+67.81
S
I
G
N
SIGN
S
I
G
N
/
/
/
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/
//
/
/
/
/
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/
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/
/
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U
T
H
H
H
H
V
L
T
V
L
T
V
L
T
V
L
T
S
SW
S
D
S
D
SS
S
S
SD
SD
SD
SD
SD
SD
SD
SD
S
D
3
5
M
P
H
DRW
E
C
O
EE
E
E
WV
3WV WV
W
V
3
W
V
W
V
WV
HH
HH
HH
HH
HH HH
HH
HH
H
H
HH
H
H
ELEC VLT
E
L
E
C
V
L
T
2IRRG
GV
G
V
WM
G
G
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
FO
FO
FO
FO
FO
FO
FO
FO
FO
SDSD
FO
F
O
FO
FO
FO
FO
FO
FO
FO
FO FO FO FO FO FO
FO
SD
SD
SD
SDSDSD
SD SD SD SD SD SD SD SD SDSD
SD
SD
SD
SD
S
D
SD
SD
SD
SD
E
E
E
E
E
E
E
E
F
O
FO
F
O
FO
F
O
FO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
F
O
FO
F
O
F
O
FO
F
O
W
W
W
SS
SS
SS
SD
SD
SD
SD
REN
T
O
N
RENTON
RENTON
RENTON
PSE GAS
PSE GAS
P
S
E
G
A
S
PS
E
G
A
S
T T T T T T T T T
G
V
I
R
R
G
6
'
9
"
D
P
1
'
D
P
1'11" D
P
2'3"DP
2' DP
2'
D
P
3
'
1
1
"
D
P
1'7" DP
2'9" DP2'1" DP1'9" DP1'6" DP2'1" DP2'3" DP
2'1" DP
2'3" DP
3
'
1
1
"
D
P
6
'
4
"
D
P
6
'
3
"
D
P
6
'
7
"
D
P
4'11" DP 3'11" DP
2'8" DP
3'10" DP
3'3" DP
5'6" DP
G
G
4
0
4
2
'
2
"
D
P
2
'
3
"
D
P
3
'
1
1
"
D
P
4
'
1
1
"
D
P
ED
(TYP.)
ED
(TYP.)
RAINIER AVE S
HARD
I
E
A
V
E
S
W
38 102-17
24 MWS-66
42 LF 12" DI @ 0.50%
4 LF 12" SD @ 0.53%
24
25
26
26
26
3102-18
5 LF 8" SD @ 3.44%
SEE KING COUNTY
WASTEWATER
TREATMENT
DIVISION NOTES
SEE KING COUNTY
WASTEWATER
TREATMENT
DIVISION NOTES
41 FIL-3
KING COUNTY WASTEWATER TREATMENT DIVISION NOTES:
1.THE LPA PROGRAM MUST BE CONTACTED AT 206-477-5414 OR LPA.team@kingcounty.gov AT
LEAST (10) WORKING DAYS IN ADVANCE OF THE PRE-CONSTRUCTION CONFERENCE FOR THIS
PROJECT.
2.THE LPA PROGRAM MUST BE CONTACTED AT 206-477-5414 OR LPA.team@kingcounty.gov AT
LEAST (10) WORKING DAYS PRIOR TO THE CONSTRUCTION ACTIVITY WITHIN 50 FEET OF THE
KING COUNTY SEWER PIPE.
3.KING COUNTY SHALL BE PRVIDED A COPY OF THE "CONTRACTOR'S NOTICE TO PROCEED"
AND CONTRACTOR'S CONTACT INFORMATION PIOR TO THE START OF CONSTRUCTION.
MATCHLINE:
SEE DWG BT120-CDP201
MATCHLINE:
SEE DWG BT120-CDP203
M
A
T
C
H
L
I
N
E
:
N
O
T
U
S
E
D
T
H
I
S
S
E
R
I
E
S
20 40
SCALE IN FEET
01020
(1" = 20')
N
102
103
201
202
203
204
205
SW 7TH ST
RAI
N
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
KEY MAP
SW GRA
D
Y
WAY
101 104
105
MA
T
C
H
L
I
N
E
:
N
O
T
U
S
E
D
T
H
I
S
S
E
R
I
E
S
21
106
107
21
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
07
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1
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/
2
6
|
3:
0
8
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M
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S
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1
2
0
-
C
D
P
1
0
2
-
1
0
6
.
D
W
G
S1-BT120-CDP102-106 FACILITY ID:
Xrefs:
xS1-BT120-VRX001
xS1-BT1P20-VSF100
xS1-BT120-CDN001
xS1-BT120-CPP001
xBRT-CUD05-TB22x34
xS1-BTP120-GZK010
xS1-BT120-CAP001
GB-SEAL-SS56324
xS1-BT120-CDP001
xS1-BT120-CGP001
xS1-BT120-RPP001
xS1-BT120-CZN002
xS1-BT120-CZN003
OSBORN
CONSULTINGINCORPORATED
43
43
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
DRAINAGE PLAN
RAINIER STA 204+00 TO RAINIER STA 208+50
BT120-CDP102
BT120
164 B
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
0 12/10/2024 SS RP SS ISSUED FOR BID
1 06/13/2025 SS RP SS ADDENDUM #1
A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001
B 07/01/2026 SS RP SS FC #8
RTA/CN 0205-24
1"=20'
47
B
B
B
7-15-2026
DEVELOPMENT ENGINEERING
msippo 07/22/2026
TE
D
-
4
0
-
4
3
3
2
C2
4
0
0
2
1
2
3
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5
R-4332140
GENERAL NOTES:
1.SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS.
2.SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY
SECTIONS.
3.SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION
PLANS.
4.SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS.
5.SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM
STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS.
6.EXISTING FACILITIES TO BE PROTECTED-IN-PLACE
UNLESS OTHERWISE NOTED.
7.FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE
PAVING, TRAFFIC, AND UTILITY SHEETS.
8.USE WSDOT STANDARD SPECIFICATIONS UNLESS
OTHERWISE NOTED.
9.PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD
PIPE SPANS WITH 3 FEET OF COVER OR LESS.
10.ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS
OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR
PROPRIETARY BMP LOADING CONSIDERATIONS
CONC
CONC
CONC
SIGN
DEBRIS
SIGN
SIGN
SIGN
/
/
/
/
CONC
UT
UT
UT
VLT
VLT
VLT
VLT
VLT
HH
VLTS
VLT
TRASHBIN TRASHBIN
SW SW
SW
SW
DRW DRW
TRASHBIN
SW
SW
SW
DRW
DRW
SW
SW
DRW
SW
SW
SW
SW
DRW
CONC WALL
TTTTMHGV
GVGV
GV
GV
2 MISCMH
GV
GV
TMH TMH
GV
GV
GATE CW
SW
SW
CONCBENCH
4' WOO
D
F
N
C
CW
SW
CO
N
C
B
E
N
C
H
CONC BEN
C
H
AR
T
W
O
R
K
CONC
DRW
DRW
SW
SW
SW
SW
DRW
DRW
CO
GV
GV
GV
GV
GV
GM
2VLTS
HH
TTMH
GM
X6' CLEF
6' TEMP CLEF
X
6' TEMP CLEF
6' TEMP CLEF
6' TEMPCLEF
8' CLEF
X 5.5' CLEF
SW
2' FNC
GATE
6' CLEF
5.5' CLEF
6' CLEF
BLDGEQUIP
CONC
SW
SW
SW
SW SW
SW
SW
SW
CONC BASEREMOVED LT
4 BLRD
3 BLRD
3 BLRD
2 BLRD
6' TEM
P
C
L
E
F
6' CLEF
2 BLRD
3 BLRD
6' TEM
P
C
L
E
F
SIGN POST ONCONC BASE
6' CLEF
GATE
STORAGESHED
MISCVALV
/
//
/
SL
SL
SS
CENTURYLINK
CENTURYLINK
F
O
CENTURYLINK FO
CENTURYLINK FO
CENTURYLIN
K
F
O
CENTURYLINK FO
CENTURYLINK FO
CENTU
R
Y
L
I
N
K
F
O
RENTONRENTON
RENTON
RENTON
RENTO
N
RENTON
RENT
O
N
RENT
O
N
RENTON
RENTON
RENTON
RENTO
NRENTON
RENT
O
N
RENTON
RENTO
NRENTO
N
WSDO
T
F
O
WSDO
T
F
O
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO
F
O
2-ZAYO FO
PSE GAS
PSE GA
S
PSE GAS
PSE GA
S
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE
G
A
S
PSE G
A
S
PSE GAS
PSE GAS
FOVLT
HH
GV
5'4" DP
6'8" DP
5' DP
4' DP4' DP
3' DP3'9" DP3'4" DP
2'11" DP 6'9" DP 1'DP
1'11"
D
P
2'3"DP
2' DP2' DP3'11" DP
3'6" DP
5'9" DP 7'2" DP6'11" DP 7' DP 6'6" DP
4'4" DP 4'3" DP 3'7" DP 2' DP
4'10" DP
5'9" DP
4'7" DP 1'11" DP1'11" DP2'6" DP 5' DP1'4" DP 2'6" DP2'2" DP 3'1" DP2'6" DP 1'7" DP 1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP 1'9" DP
7'11" DP
11' DP4'9" DP4'9" DP13'6" DP6'3" DP
5'8" DP
4'1" DP
3'6" D
P
4'8" DP
12'6" DP
13'6" DP11'6"DP10' DP
8'5" D
P
8'11"
D
P
8'10"
D
P
9' DP3'3" DP
3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP
1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP
1' DP
1'10" DP
1'11" DP
2' DP
3'1" DP
3'1" DP
3'6"DP
1'7" DP
2'9" DP
2'1" DP
1'9" DP
1'6" DP
2'1" DP
2'3" DP
2'1" DP
2'3" D
P
1'11" DP
1'11" DP
1'11" DP
2'5" D
P
1'8" DP
2'1" D
P
1'11" DP
2'5" D
P
2' DP
2'4"DP
2'10" D
P
2'5" DP
2' DP
2'4"DP
2'5" DP5'4" DP5' DP5'5" DP4'8" DP
4'DP3'7"DP2' DP
1'9" DP
2' DP1'9" DP
2'4" DP
2' DP
1'10" DP
2'1" DP
3'11"DP 6'4" DP6'3" DP6'7" DP
2' DP
3'2"DP2'6" DP
4'11" D
P
3'11" DP
2'8" DP
3'10" D
P
3'3" DP
5'6" DP
7'11" DP
6'7" DP4'5" DP
6'9" DP
6' DP
7'6" DP 5'6" DP
2'5" DP
2'DP
400
404
418
CO
2 BLRD
3'11" DP4'11" DP
3'5" DP3'9" DP
3'10" DP
2'2" DP
1'5" DP
BROADBANDVAULT
1' 11" DP
2'3" DP3'11" DP
4'11" DP
1'7" DP
4'5" DP5'6" DP
1' 8" DP
2'5" DP
1'11" DP
3'8" DP4'9" DP
1'4" DP
3' DP5'8" DP
5'10" DP6'2" DP5'5" DP
6' DP4' DP
1'5" DP1'7" DP 2'8" DP
2'4" DP 2'6" DP
4'2" DP
2'4" DP
12' DP
6'11"
3'6"
4'8"
8'11"
1'7"
2'
6'9"4'5"
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
3'10"
4'1"4'9"7"
4'1"
3'11"
5'9"
5"
2'1"
1'11"
9"2'4"
3'1"2'11"3'3"
4'9"
4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"
1'4"
2'2'1"
2'9"
6" TREE30' DLN
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
CO
HH
GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00
X
X
X
XXXXXXXXXX
X
X
X
X X
CONC
VLT
SS
SS
SS
SS
SS
SS
SS
SS
S
S
SD
SW
C
O
N
C
B
E
N
C
H
C
O
N
C
B
E
N
C
H
YIELD
A
R
T
W
O
R
K
OE OE OE OE
OE OE OE OE
SW SWE
E
HH
HH
2 HH HH
2ELEC VLT
E E E E E E E E E E E E E E E
EEE
E EEEEE
E
E E E E E E E E E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
W
W
W
W
SD SD SD SD SD
SD SD SD SD SD SD SD
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
SD
SD
S
D
FO
FO
FO
OEOE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
SD
SD
SL
FO
FO
FO
FO
FO
FO
FO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
C
E
N
T
U
R
Y
L
I
N
K
F
O
CENTURY
L
I
N
K
F
O
2-ZAYO FO 2-ZAYO FO
2-ZAYO FO
FO
VLT3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP
4'10" DP 5'9" DP 4'7" DP 1'11" DP 1'11" DP 2'6" DP 5' DP 1'4" DP 2'6" DP
2'2" DP 3'1" DP
2'6" DP
1'7" DP
1'9" DP
8
'
5
"
D
P
8
'
1
1
"
D
P
8
'
1
0
"
D
P
9
'
D
P
3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP
1'7" DP1'4" DP
1'5" DP1'10" DP
3'1" DP
1' DP
2'4"
DP
2'5"
D
P
4'DP
3'7"
DP
2' DP
400
W W
E E E E E TTTT
WV
WV
C
C
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
1' 8" D
P
1'11" D
P
3'8" DP
4'9" DP
1'4" DP
3' DP
5'8" DP
5'10" D
P
6'2" DP
5'5" DP
6' DP
4' DP
6'11"
8'
1
1
"
ED
(TYP.)
SD SD SD SD SD SD SD SD SD
2 WV
HH
S
D
S
D
S GRADY WAY
BOTTOM OF WET BIOSWALE BOTTOM OF WET BIOSWALE
TOP OF WET BIOSWALE
IE (IN) 24.28
TOP OF WET BIOSWALE
IE (OUT) 24.07
13 104-86
63 LF 12" DI @ 0.50%
WESTERN WET BIOSWALE CENTRAL WET BIOSWALE
44 LF 12" SD @ 0.49%
28
2
7
28
2
6
27
282
8
27
26 25
24
28
34 FIL-4
34FIL-5
SEE LANDSCAPING PLANS
FOR DETAILS (TYP.)
IE (OUT) 25.59
10 LF 12" SD @ 0.41%
SEE BT120-CDP 105
29 104-88
10 LF 12" SD @ 0.52%
DRAINAGE STRUCTURE TABLE
STRUCTURE
104-86
104-88
FIL-4
FIL-5
STRUCTURE DETAILS
CB TYPE 1
STA. 152+35.57 (86.39', LT)
RIM 23.58
CB TYPE 2 - 48"
STA. 155+08.11 (28.09', LT)
RIM 27.07
TYPE C UNIT
STA. 154+98.55 (26.70', LT)
RIM 27.11
TYPE C UNIT
STA. 155+18.79 (26.70', LT)
RIM 27.16
PIPES IN
IE 22.40 (W)
IE 22.20 (E)
IE 22.45 (W)
IE 22.24 (E)
PIPES OUT
IE 21.61 (NW)
IE 22.10 (S)
IE 22.45 (E)
IE 22.24 (W)
EX
EX
EX
UNK (S) EX
CONTRACTOR
TO FIELD VERIFY
STA SEE BT120-CDD503
STA SEE BT120-CDD503
KEY NOTES:
KEY NOTES:
INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN
200.00, WITH BEEHIVE GRATE PER COR STD PLAN
262.40. SEE DWG. NO. BT120-CDD504 FOR DETAILS.
INSTALL INLET/OUTFALL PROTECTION WITH QUARRY
ROCK RIPRAP PAD (MINIMUM THICKNESS IS 1 FEET)
PER WSDOT STD. SPECIFICATION 8-15.3(6) AND 9-13,
AND PER COR STD PLAN 267.10 NOTE 18
INSTALL WET BIOFILTRATION SWALE (VAR. BOTTOM
WIDTH). SEE DWG. BT120-CDD505 AND BT120-CDD506
FOR DETAILS.
ADJUST RIM TO GRADE.
REMOVE EXISTING INLET AND INSTALL CATCH BASIN
TYPE 1 PER COR STD PLAN 200.00, WITH OPEN CURB
FACE FRAME AND GRATE PER COR STD PLAN 203.00.
RE-CONNECT EXISTING PIPES TO THE NEW CATCH
BASIN PER SPECIAL PROVISIONS 2-02 AND 7-05.
REMOVE EXISTING CATCH BASIN AND INSTALL CATCH
BASIN TYPE 2 PER COR STD PLAN 201.00. WITH FRAME
AND VANED GRATE PER COR STD PLAN 204.00.
RE-CONNECT EXISTING PIPES TO THE NEW CATCH
BASIN PER SPECIAL PROVISIONS 2-02 AND 7-05.
INSTALL BIOFILTRATION SYSTEM TYPE C UNIT. SEE
DWG. BT120-CDD503 FOR DETAILS AND SPECIAL
PROVISIONS 7-05.
INSTALL 12" CONCRETE CULVERT.
STRUCTURE FRAME AND COVER MEET AASHTO LOAD
13
21
18
19
26
29
42
34
STRUCTURE FRAME AND COVER MEET AASHTO LOAD
RATING HS-25.
INSTALL BEVELED ENDS PER COR STD PLAN 221.00
CONTRACTOR SHALL MATCH EXISTING PIPE
CENTERLINE LOCATION AND INVERT ELEVATION(S) OF
EXISTING CONNECTION(S). DISCREPANCIES BETWEEN
PLAN LOCATION AND FIELD LOCATION SHALL BE
REPORTED TO THE RESIDENT ENGINEER PRIOR TO
STARTING CONSTRUCTION.
43
44
47 20 40
SCALE IN FEET
01020
(1" = 20')
N
102
103
201
202
203
204
205
SW 7TH ST
RAI
N
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
SW GRA
D
Y
WAY
101 104
105
MA
T
C
H
L
I
N
E
:
N
O
T
U
S
E
D
T
H
I
S
S
E
R
I
E
S
MA
T
C
H
L
I
N
E
:
G
R
A
D
Y
S
T
A
1
5
6
+
5
0
SE
E
D
W
G
BT
1
2
0
-
C
D
P
1
0
5
MATCHLINE:
SEE DWG BT120-CDP205
BT120-C-GRADY
MATCHLINE:
SEE DWG BT120-CDP204
21
19
19
KEY MAP
106
107
18
1818
18
42
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
07
/
0
1
/
2
6
|
2:
5
8
P
M
|
SA
K
S
H
I
G
C:
\
P
W
W
O
R
K
I
N
G
\
J
A
C
O
B
S
_
B
&
I
\
S
A
K
S
H
I
G
@
O
S
B
O
R
N
C
O
N
S
U
L
T
I
N
G
.
C
O
M
\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
C
D
P
1
0
2
-
1
0
6
.
D
W
G
S1-BT120-CDP102-106 FACILITY ID:
Xrefs:
xS1-BT120-VRX001
xS1-BT1P20-VSF100
xS1-BT120-CDN001
xS1-BT120-CPP001
xBRT-CUD05-TB22x34
xS1-BTP120-GZK010
xS1-BT120-CAP001
GB-SEAL-SS56324
xS1-BT120-CDP001
xS1-BT120-CGP001
xS1-BT120-RPP001
xS1-BT120-CZN002
xS1-BT120-CZN003
OSBORN
CONSULTINGINCORPORATED
44
44 44
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
DRAINAGE PLAN
GRADY STA 151+00 TO GRADY STA 156+50
BT120-CDP104
BT120
165 B
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
0 12/10/2024 SS RP SS ISSUED FOR BID
1 06/13/2025 SS RP SS ADDENDUM #1
A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001
B 07/01/2026 SS RP SS FC #8
RTA/CN 0205-24
1"=20'
21 21
4347
47
47
B
B
7-15-2026
DEVELOPMENT ENGINEERING
msippo 07/22/2026
TE
D
-
4
0
-
4
3
3
2
C2
4
0
0
2
1
2
3
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5
R-4332141
7-15-2026
TE
D
-
4
0
-
4
3
3
2
C2
4
0
0
2
1
2
3
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5
R-4332143
DEVELOPMENT ENGINEERING
msippo 07/22/2026
DRAINAGE STRUCTURE TABLE
STRUCTURE
203-11
203-13
203-14
203-45
203-46
203-57
203-62
203-63
203-64
203-65
203-71
203-72
203-73
203-74
203-82
STRUCTURE DETAILS
CB TYPE 1L
STA. 612+50.48 (61.83', RT)
RIM 26.58
CB TYPE 1
STA. 611+10.40 (94.60', RT)
RIM 24.64
CB TYPE 1
STA. 204+79.77 (98.15', RT)
RIM 25.17
CB TYPE 2-48"
STA. 716+28.18 (79.73', RT)
RIM 27.15
CB TYPE 2-60"
STA. 716+10.41 (57.64', RT)
RIM 27.18
CB TYPE 1
STA. 612+49.06 (116.59', RT)
RIM 27.62
CB TYPE 1
STA. 204+38.56 (97.20', RT)
RIM 25.53
CB TYPE 1
STA. 203+87.58 (101.24', RT)
RIM 25.82
CB TYPE 1
STA. 204+38.47 (64.42', RT)
RIM 25.03
CB TYPE 2-48"
STA. 613+57.39 (66.58', RT)
RIM 27.40
CB TYPE 1
STA. 613+53.93 (165.92', RT)
RIM 26.95
CB TYPE 1L
STA. 153+96.92 (214.14', LT)
RIM 26.92
CB TYPE 2-48"
STA. 611+73.45 (62.25', RT)
RIM 25.25
CB TYPE 1
STA. 613+70.81 (183.62', RT)
RIM 26.98
CB TYPE 1
STA. 613+92.30 (151.92', RT)
RIM 27.52
PIPES IN
IE 22.82 (SW)
IE 21.65 (SW)
IE 22.16 (S)
IE 21.35 (W)
IE 19.53 (E)
IE 21.03 (S)
IE 22.51 (S)
IE 22.51 (W)
IE 22.80 (S)
IE 23.03 (SW)
IE 23.62 (NE)
IE 25.67 (NW)
IE 25.67 (SW)
PIPES OUT
IE 22.82 (NE)
IE 21.65 (NE)
IE 22.16 (NE)
IE 21.35 (N)
IE 19.53 (W)
IE 23.10 (NE)
IE 22.51 (N)
IE 22.80 (N)
IE 22.80 (E)
IE 23.03 (NW)
IE 23.53 (NE)
IE 23.62 (S)
IE 22.05 (N)
IE 23.85 (SW)
IE 25.17 (N)
EX EX
KEY NOTES:
INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN
200.00, WITH RECTANGULAR FRAME AND VANED
GRATE PER COR STD PLANS 204.00 AND 204.20,
RESPECTIVELY.
INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN
201.00, WITH STORM ROUND FRAME AND COVER
(PRIVATE) PER COR STD PLAN 204.40. RIMS TO BE
NON-SLIP WHEN LOCATED WITHIN WALKWAYS.
INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN
201.00, WITH FRAME AND VANED GRATE PER COR
STD PLANS 204.00 AND 204.20, RESPECTIVELY.
INSTALL 3' WIDE CONCRETE VALLEY GUTTER. SEE
DWG. BT120-CRD123 FOR DETAILS.
INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN
201.00, WITH STORM ROUND FRAME AND COVER
PER COR STD PLAN 204.50. CONNECT EXISTING
30-INCH STORM DRAIN PIPES AND THE NEW 12-INCH
PIPE(S) TO THE NEW CATCH BASIN PER SPECIAL
PROVISIONS 7-05.
ADJUST RIM TO GRADE.
EXISTING SD PIPE TO REMAIN.
INSTALL 6-INCH CLEANOUTS PER COR STD PLAN
1
3
9
21
22
6
4
GENERAL NOTES:
1.SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS.
2.SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY
SECTIONS.
3.SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION
PLANS.
4.SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS.
5.SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM
STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS.
6.EXISTING FACILITIES TO BE PROTECTED-IN-PLACE
UNLESS OTHERWISE NOTED.
7.FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE
PAVING, TRAFFIC, AND UTILITY SHEETS.
8.USE WSDOT STANDARD SPECIFICATIONS UNLESS
OTHERWISE NOTED.
9.PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD
PIPE SPANS WITH 3 FEET OF COVER OR LESS.
10.ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS
OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR
PROPRIETARY BMP LOADING CONSIDERATIONS
SD
E
3
W
V
W
V
H
H
H
H
HH
HH
2
I
R
R
G
W
M
GV
2VLTS
E
E
E
E
W
W
W
C
C
C
C
C
C
C C C
C
C
C
C
E
E
E
EE
E
E
E
E
E
E
E
SD
SD
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
6' TEM
P
C
L
E
F
X
X
X
X
X
8' CL
E
F
//
/
/
/
/
/
/
//
/
/
/
/
/
/
/
/
/
/
/
/
/
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/
//
/
/
/
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/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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/
/
/
/
/
/
/
/
/
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/
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/
//
/
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//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
6
'
T
E
M
P
C
L
E
F
SD
FO FO FO FO FO FO FO FO FO
EE
E
E
E
E
E
E
E
E
F
O
F
O
F
O
F
O
F
O
F
O
F
O
FO
S
S
S
S
S
S
S
S
S
S
S
S
EE
E
E
E
E
E
E
E
E
E
E
E
HH
E
E
C
C
C
W
BROA
D
B
A
N
D
VAULT
3'1"
2'11"
3'3"
SS
SS
SS
SS
SS
SS
28
27
26
25
25
2
8
28
3
0
30
26 27
25
RAILAKDW 716+00
1 203-14
203-13 1
204-27
FIL-1 41
203-73 4 203-11 38
1 203-14
1 203-64
203-62 1
203-63 1
203-72 38
203-71 1
203-65 4
203-74 1
1 203-82
1 203-83
203-57 1
203-46 9
203-45 3
33 LF 8" DI @ 0.88%
46 LF 12" DI @ 0.64%
45 LF 12" DI @ 0.51%
99 LF 12" SD @ 0.50%
63 LF 12" SD @ 1.88%
28 LF 12" DI @ 0.53%
26 LF 18" DI @ 0.32%
61 LF 12" DI @ 0.51%
55
L
F
1
2
"
S
D
@
0
.
5
1
%
25 LF 12" DI @ 0.52%
23 LF 12" SD @ 1.51%
44 LF 12" SD @ 0.50%
28 LF 12" SD @ 1.13%
78
L
F
1
2
"
D
I
@
0
.
6
5
%
50 LF 12" DI @ 0.52%
37 LF 12" DI @ 0.95%
34 LF 6" DI @ 0.96%
22 LF 6" DI @ 1.23%
36 LF 6" DI @ 1.05%
28 LF 12" DI @ 0.51%
CO
///
/
SS
WSDOT
F
O
6'11"
3'6"
4'8"
8'11"
1'7"
2'6'9"4'5"
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
3'10"
4'1"
4'9"7"
4'1"
3'11"
5'9"
5"
2'1"
1'11"
9"2'4"
3'1"2'11"3'3"
4'9"
4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"
1'4"
2'2'1"
2'9"
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
R51.90
R48.54
R50.00
R20.00 R19.89
R30.00
R35.00
R40.00
R40.0
0
R45.00
R35.00
R50.00
R35.00
R50.00
203-83
FIL-1
CB TYPE 1
STA. 613+89.17 (125.10', RT)
RIM 27.58
TYPE A UNIT
STA. 206+13.12 (51.98', RT)
RIM 23.96
IE 25.03 (S)
IE 25.53 (NW)IE 25.03 (NE)
IE 20.40 (NE)STA SEE BT120-CDD501
DRAINAGE STRUCTURE TABLE
STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT
INSTALL 6-INCH CLEANOUTS PER COR STD PLAN
226.00.
INSTALL ROOF DOWNSPOUT CONNECTIONS. SEE
DETAIL 1, SHEET BT120-AED903.
INSTALL CATCH BASIN TYPE 1L PER COR STD PLAN
200.10, WITH OPEN CURB FACE FRAME AND GRATE
PER COR STD PLAN 203.00.
INSTALL BIOFILTRATION SYSTEM TYPE A UNIT. SEE
DWG. BT120-CDD501 FOR DETAILS AND SPECIAL
PROVISIONS 7-05.
SEE CDD507 FOR OIL DEBRIS HOOD INSTALLATION
AND SPECIAL PROVISIONS 7-05.
25
37
38
41
46
KEY NOTES:AND SPECIAL PROVISIONS 7-05.
CONTRACTOR SHALL MATCH EXISTING PIPE
CENTERLINE LOCATION AND INVERT ELEVATION(S)
OF EXISTING CONNECTION(S). DISCREPANCIES
BETWEEN PLAN LOCATION AND FIELD LOCATION
SHALL BE REPORTED TO THE RESIDENT ENGINEER
PRIOR TO STARTING CONSTRUCTION.
47
KEY NOTES:
20 40
SCALE IN FEET
01020
(1" = 20')
N
M
A
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-
C
D
P
2
0
4
MATCHLINE:
SEE DWG BT120-CDP205
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-
C
D
P
1
0
2
M
A
T
C
H
L
I
N
E
:
N
O
T
U
S
E
D
T
H
I
S
S
E
R
I
E
S
MATCHLINE:
SEE DWG BT120-CDP201
102
103
201
202
203
204
205
SW 7TH ST
RAI
N
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
KEY MAP
SW GRAD
Y
WAY
101 104
105
22
21
21
6
107
106
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
07
/
1
3
/
2
6
|
3:
3
6
P
M
|
SA
K
S
H
I
G
C:
\
P
W
W
O
R
K
I
N
G
\
J
A
C
O
B
S
_
B
&
I
\
S
A
K
S
H
I
G
@
O
S
B
O
R
N
C
O
N
S
U
L
T
I
N
G
.
C
O
M
\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
C
D
P
2
0
1
-
2
0
5
.
D
W
G
S1-BT120-CDP201-205 FACILITY ID:
Xrefs:
xS1-BT120-VRX001
xS1-BT120-CDN001
xS1-BTP120-CDP001
xS1-BTP120-CPP001
xBRT-CUD05-TB22x34
xS1-BTP120-GZK010
xS1-BTP120-CAP001
xS1-BTP120-VSF100
xS1-BT120-CGP001
xS1-BT120-CMP001
xS1-BT120-APP211
GB-SEAL-SS56324
xS1-BT120-SGP301
xS1-BT120-RPP001
xS1-BT120-CZN002
xS1-BT120-CZN003
OSBORN
CONSULTINGINCORPORATED
25
37
37
37
46
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
DRAINAGE PLAN
S RENTON TRANSIT CENTER
BT120-CDP203
BT120
170 B
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
0 12/10/2024 SS RP SS ISSUED FOR BID
1 06/13/2025 SS RP SS ADDENDUM #1
A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001
B 07/01/2026 SS RP SS FC #8
RTA/CN 0205-24
1"=20'
47B
B
B
7-15-2026
DEVELOPMENT ENGINEERING
msippo 07/22/2026
TE
D
-
4
0
-
4
3
3
2
C2
4
0
0
2
1
2
3
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5
R-4332146
DRAINAGE STRUCTURE TABLE
STRUCTURE
204-02
204-21
204-23
204-27
204-32
204-33
204-34
204-35
STRUCTURE DETAILS
CB TYPE 2-60"
STA. 720+55.33 (54.79', LT)
RIM 27.08
CB TYPE 2-48"
STA. 720+56.43 (47.28', LT)
RIM 27.17
CB TYPE 2-48"
STA. 616+99.23 (59.11', RT)
RIM 27.69
CB TYPE 1
STA. 614+03.21 (69.15', RT)
RIM 27.37
CB TYPE 1L
STA. 720+36.97 (22.83', LT)
RIM 26.71
CB TYPE 1L
STA. 720+40.85 (11.17', LT)
RIM 26.85
CB TYPE 1L
STA. 720+49.15 (11.16', RT)
RIM 26.75
CB TYPE 1L
STA. 721+37.65 (11.27', RT)
RIM 25.55
PIPES IN
IE 19.91 (N)
IE 19.82 (SE)
IE 19.40 (E)
IE 19.87 (SW)
IE 20.80 (N)
IE 20.80 (W)
IE 24.72 (SW)
IE 25.22 (NW)
IE 22.06 (SE)
IE 22.06 (NE)
IE 22.12 (SE)
IE 22.25 (NE)
IE 22.69 (E)
IE 22.69 (NW)
IE 22.69 (SE)
PIPES OUT
IE 19.35 (W)
IE 19.87 (NW)
IE 20.80 (S)
IE 24.72 (N)
IE 22.06 (NW)
IE 22.12 (NW)
IE 22.25 (NW)
IE 22.69 (SW)
EX
INSTALL ROOF DOWNSPOUT CONNECTIONS. SEE
DETAIL 1, SHEET BT120-AED903.
INSTALL CATCH BASIN TYPE 1L PER COR STD PLAN
200.10, WITH OPEN CURB FACE FRAME AND GRATE PER
COR STD PLAN 203.00.
REMOVE EXISTING SDMH PER SPECIAL PROVISIONS
2-02 AND INSTALL CATCH BASIN TYPE 2 PER COR STD
PLAN 201.00, WITH STORM ROUND FRAME AND COVER
(PUBLIC) PER COR STD PLAN 204.50. RECONNECT
EXISTING 30-INCH PIPES (NE AND SW) TO THE NEW
CATCH BASIN PER SPECIAL PROVISIONS 7-05.
STRUCTURE FRAME AND COVER MEET AASHTO LOAD
RATING HS-30.
CONTRACTOR SHALL MATCH EXISTING PIPE
CENTERLINE LOCATION AND INVERT ELEVATION(S) OF
EXISTING CONNECTION(S). DISCREPANCIES BETWEEN
PLAN LOCATION AND FIELD LOCATION SHALL BE
REPORTED TO THE RESIDENT ENGINEER PRIOR TO
STARTING CONSTRUCTION.
37
38
40
45
47
GENERAL NOTES:
1.SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS.
2.SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY
SECTIONS.
3.SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION
PLANS.
4.SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS.
5.SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM
STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS.
6.EXISTING FACILITIES TO BE PROTECTED-IN-PLACE
UNLESS OTHERWISE NOTED.
7.FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE
PAVING, TRAFFIC, AND UTILITY SHEETS.
8.USE WSDOT STANDARD SPECIFICATIONS UNLESS
OTHERWISE NOTED.
9.PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD
PIPE SPANS WITH 3 FEET OF COVER OR LESS.
10.ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS
OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR
PROPRIETARY BMP LOADING CONSIDERATIONS
X
X
CONC
UT
UT
VLT
SS
SD
SW
WM
ELEC
VLT
E
GV
GM
WM
WV
WM
2VLTS
C
C
C
C
C
C
C
C
C
C C
E
E
E
E
E
E
TS VLT
HH
GM
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
F
O
FO
FO
FO
FO
FO
FO
FO
F
O
SD
SD
SD
SD
FO
FO
HH
HH
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
6' CLEF
X
PP
PP
X
X
X
X
2' FNC
GATE
/
/
6'
C
L
E
F
SW
4 BLRD
3 BLRD
3 BLRD
X
X
X
X
6' CLEF
/
/
/
/
/
/
/
/
/
/
/
//////
/
/
/
/
/
/
/
/
/
/
/
//////
/
/
/
//////////////
/
/
///
/
/
/
/
/
/
/
/
/
/
/
//
///
///
////
///
//////////////
///////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
////////////////
/
/
/
/
/
/
/
/
//////////////////
/
/
/
/
/
/
/
/
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
///////
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
BLD
EQUIP
6' CLEF
OE
OE
OE
SD
G
G
G
G
G
E
E
E
E
E
E
E
E
E
SS
SS
SS
SS
SS
PSE GAS
P
S
E
G
A
S
EEEE
EEEEE
G
G
G
G
G
G
E
E
E
W
W
W
E
E
E
SS
SS
SS
SS
SS
SS
S
S
2'1"
2'9"
SS
SS
SS
SS
SS
ELEC
VLT
HH
S
D
S
D
27
27 28
29
29
30
30
28
28
29
27
28
26
2
626
27
262
6
2
8
IE (OUT) 25.91
LAKE 400+00
LAK
E
4
0
1
+
0
0
GRADY 15
9
+
0
0
LAKE STA 400+00.05
= GRADY STA 158+70.91
RAILAKDW 717+00
RAILAKDW 718+00 RAILAKDW 719+00 RAILA
K
D
W
7
2
0
+
0
0
RAIL
A
K
D
W
7
2
1
+
0
0
204-27 1 3 204-23
204-43 30
24 MWS-69
38 204-32
38 204-33
38 204-34
1 204-41
38
1
203-65 4
203-74 1
1 204-39
1 204-75
38 204-35
10 204-02
1 203-82
1 203-83
3
204-45 40
12 LF 12" SD @ 0.50%
84 LF 12" DI @ 0.54%
88 L
F
1
2
"
D
I
@
0
.
5
0
%
8 LF 12" SD @ 0.66%
17 LF 12" SD
@ 0.81%
45 LF 12" DI @ 0.51%
2
2
L
F
1
2
"
D
I
@
0
.
5
3
%
25 LF 12" SD @ 0.79%
61 LF 12" DI @ 0.51%
25 LF 12" DI @ 0.52%
24 LF 12" SD @ 0.53%
57
L
F
1
2
"
D
I
@
0
.
5
2
%
54 LF 12" SD @ 4.10%
63 LF 12" SD @ 1.40%
7 LF 12" DI @ 0.57%
28 LF 12" SD @ 1.13%
22 LF 12" SD @ 1.19%
34 LF 6" DI @ 0.96%
22 LF 6" DI @ 1.23%
36 LF 6" DI @ 1.05%
28 LF 12" DI @ 0.51%
CO
R
3
0
.
0
0
R4
0
.
0
0
R
4
0
.
0
0
R
4
5
.
0
0
R3
5
.
0
0
R5
0
.
0
0
R
3
5
.
0
0
R5
0
.
0
0
204-21 3
3 204-36
193 LF 30" CONC @ 0.10%
39 LF 30" CONC @ 0.13%
///
/
SS
WSDO
T
F
O
6'11"
3'6"
4'8"
8'11"
1'7"
2'
6'9"4'5"
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
3'10"
4'1"
4'9"7"
4'1"
3'11"
5'9"
5"
2'1"
1'11"
9"2'4"
3'1"2'11"3'3"
4'9"
4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"
1'4"
2'2'1"
2'9"
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
R51.9
0
R48.54
R50.00
R20.00 R19.89
R30.00
R35.00
R40.00
R40.00
R45.00
R35.0
0
R50.00
R35.0
0
R50.0
0
204-36
204-39
204-41
204-43
204-45
204-75
MWS-69
CB TYPE 2-60"
STA. 720+22.59 (75.27', LT)
RIM 27.40
CB TYPE 1
STA. 721+20.51 (22.83', LT)
RIM 25.63
CB TYPE 1
STA. 616+30.05 (99.27', RT)
RIM 28.98
CB TYPE 2-60"
STA. 717+81.95 (59.71', LT)
RIM 29.94
CB TYPE 2-60"
STA. 716+92.26 (5.40', LT)
RIM 28.30
CB TYPE 1
STA. 721+36.97 (11.17', LT)
RIM 25.55
TYPE D UNIT
STA. ??? (???', ???)
RIM 27.38
IE 19.30 (E)
IE 19.20 (E)
IE 19.10 (NE)
IE 21.87 (SE)
IE 19.40 (W)
IE 22.51 (SW)
IE 25.96 (N)
IE 19.20 (SW)
IE 19.40 (W)
IE 22.81 (SE)
IE 20.01 (NE)
EX
EXEX
STA SEE BT120-CDD504
DRAINAGE STRUCTURE TABLE
STRUCTURE STRUCTURE DETAILS PIPES IN PIPES OUT
KEY NOTES:
INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN
200.00, WITH RECTANGULAR FRAME AND VANED GRATE
PER COR STD PLANS 204.00 AND 204.20, RESPECTIVELY.
INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN
201.00, WITH STORM ROUND FRAME AND COVER
(PRIVATE) PER COR STD PLAN 204.40. RIMS TO BE
NON-SLIP WHEN LOCATED WITHIN WALKWAYS.
INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN
201.00, WITH STORM ROUND FRAME AND COVER PER
COR STD PLAN 204.50. CONNECT EXISTING 27-INCH
STORM DRAIN PIPE (E) AND ALL NEW PIPES TO THE NEW
CATCH BASIN PER SPECIAL PROVISIONS 7-05.
EXISTING SD PIPE TO REMAIN.
INSTALL BIOFILTRATION SYSTEM TYPE D UNIT. SEE
DWG. BT120-CDD504 FOR DETAILS AND SPECIAL
PROVISIONS 7-05.
REMOVE EXISTING SDMH PER SPECIAL PROVISIONS
2-02 AND INSTALL CATCH BASIN TYPE 2 PER COR STD
PLAN 201.00, WITH STORM ROUND FRAME AND COVER
(PUBLIC) PER COR STD PLAN 204.50. CONNECT THE NEW
27-INCH PIPE (NE) AND RECONNECT EXISTING 30-INCH
PIPE (SW) TO THE NEW CATCH BASIN PER SPECIAL
PROVISIONS 7-05.
1
10
22
3
30
24
KEY NOTES:
20 40
SCALE IN FEET
01020
(1" = 20')
N
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
07
/
1
3
/
2
6
|
3:
4
3
P
M
|
SA
K
S
H
I
G
C:
\
P
W
W
O
R
K
I
N
G
\
J
A
C
O
B
S
_
B
&
I
\
S
A
K
S
H
I
G
@
O
S
B
O
R
N
C
O
N
S
U
L
T
I
N
G
.
C
O
M
\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
C
D
P
2
0
1
-
2
0
5
.
D
W
G
S1-BT120-CDP201-205 FACILITY ID:
Xrefs:
xS1-BT120-VRX001
xS1-BT120-CDN001
xS1-BTP120-CDP001
xS1-BTP120-CPP001
xBRT-CUD05-TB22x34
xS1-BTP120-GZK010
xS1-BTP120-CAP001
xS1-BTP120-VSF100
xS1-BT120-CGP001
xS1-BT120-CMP001
xS1-BT120-APP211
GB-SEAL-SS56324
xS1-BT120-SGP301
xS1-BT120-RPP001
xS1-BT120-CZN002
xS1-BT120-CZN003
OSBORN
CONSULTINGINCORPORATED
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-
C
D
P
2
0
3
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-
C
D
P
2
0
5
MATCHLINE:
SEE DWG BT120-CDP202
MATCHLI
N
E
:
SEE DWG
BT120-CD
P
1
0
4
MATCHLIN
E
:
SEE DWG
BT120-CD
P
1
0
5
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-
C
D
P
1
0
6
102
103
201
202
203
204
205
SW 7TH ST
RAI
N
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
KEY MAP
SW GRAD
Y
WAY
101 104
105
LIGHTING CHARGING YARD (SEE
ELECTRICAL PLANS FOR DETAILS)
22
107
106
37
105-81
45
45
45
45
45
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
DRAINAGE PLAN
S RENTON TRANSIT CENTER
BT120-CDP204
BT120
171 B
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
0 12/10/2024 SS RP SS ISSUED FOR BID
1 06/13/2025 SS RP SS ADDENDUM #1
A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001
B 06/30/2026 SS RP SS NCR #001
C 07/01/2026 SS RP SS FC #8
RTA/CN 0205-24
1"=20'
45
47
C
C
C
C
47
C
47
C
C
C
7-15-2026
DEVELOPMENT ENGINEERING
msippo 07/22/2026
TE
D
-
4
0
-
4
3
3
2
C2
4
0
0
2
1
2
3
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5
R-4332147
DRAINAGE STRUCTURE TABLE
STRUCTURE
205-49
205-50
205-51
205-76
205-77
205-78
FIL -2
STRUCTURE DETAILS
CB TYPE 1
STA. 202+59.88 (64.27', RT)
RIM 27.69
CB TYPE 1
STA. 202+59.48 (83.08', RT)
RIM 27.97
CB TYPE 2-48"
STA. 151+86.32 (126.40', LT)
RIM 29.15
CB TYPE 1L
STA. 716+11.15 (93.44', RT)
RIM 26.61
CB TYPE 2-60"
STA. 151+86.65 (183.66', LT)
RIM 28.89
CB TYPE 1
STA. 203+19.47 (86.75', RT)
RIM 27.00
TYPE A UNIT
STA. 202+30.86 (330.22', RT)
RIM 27.01
PIPES IN
IE 24.57 (W)
IE 21.29 (SE)
IE 22.43 (N)
IE 22.83 (E)
IE 21.00 (S)
IE 19.79 (E)
IE 23.98 (S)
PIPES OUT
IE 24.67 (E)
IE 24.57 (N)
IE 21.29 (N)
IE 21.61 (E)
IE 19.79 (W)
IE 23.98 (N)
IE 23.01 (N)
EX EX
STA SEE BT120-CDD501
KEY NOTES:
INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN
200.00, WITH RECTANGULAR FRAME AND VANED GRATE
PER COR STD PLANS 204.00 AND 204.20, RESPECTIVELY.
INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00,
WITH STORM ROUND FRAME AND COVER (PRIVATE) PER
COR STD PLAN 204.40. RIMS TO BE NON-SLIP WHEN
LOCATED WITHIN WALKWAYS.
ADJUST RIM TO GRADE.
EXISTING SD PIPE TO REMAIN.
SAWCUT AND REMOVE SECTION OF EXISTING 30-INCH
STORM DRAIN PIPE. INSTALL CATCH BASIN TYPE 2 PER
COR STD PLAN 201.00 WITH STORM ROUND FRAME AND
COVER PER COR STD PLAN 204.50. CONNECT EXISTING
30-INCH STORM DRAIN PIPES (E&W) AND THE NEW
12-INCH PIPE (SE) TO THE NEW CATCH BASIN PER
SPECIAL PROVISIONS 7-05.
INSTALL CATCH BASIN TYPE 1L PER COR STD PLAN
200.10, WITH RECTANGULAR FRAME AND RECTANGULAR
SOLID METAL COVER PER COR STD PLANS 204.00 AND
204.10, RESPECTIVELY.
INSTALL BIOFILTRATION SYSTEM TYPE A UNIT. SEE DWG.
BT120-CDD501 FOR DETAILS AND SPECIAL PROVISIONS
7-05.
CONTRACTOR SHALL MATCH EXISTING PIPE
CENTERLINE LOCATION AND INVERT ELEVATION(S) OF
EXISTING CONNECTION(S). DISCREPANCIES BETWEEN
PLAN LOCATION AND FIELD LOCATION SHALL BE
REPORTED TO THE RESIDENT ENGINEER PRIOR TO
STARTING CONSTRUCTION.
1
21
22
3
27
41
39
47
GENERAL NOTES:
1.SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS.
2.SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY
SECTIONS.
3.SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION
PLANS.
4.SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS.
5.SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM
STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS.
6.EXISTING FACILITIES TO BE PROTECTED-IN-PLACE
UNLESS OTHERWISE NOTED.
7.FOR PROPOSED IMPROVEMENTS NOT SHOWN, SEE
PAVING, TRAFFIC, AND UTILITY SHEETS.
8.USE WSDOT STANDARD SPECIFICATIONS UNLESS
OTHERWISE NOTED.
9.PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD
PIPE SPANS WITH 3 FEET OF COVER OR LESS.
10.ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS
OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR
PROPRIETARY BMP LOADING CONSIDERATIONS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ASPH
ASPH
ASPH
VLT
S
D
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
D
HH
S
W
OE
OE
OE
SW
D
R
W
E E E E
WV
WV
HH
HH
HH
3HH
HH 2 HH
HH
4ELE
C
V
L
T
WM
E
E
E
E
E
E
E
W
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
SD
SD
SD
FO
FO
FO
FO
FO
FO
FO
FO
S
D
S
D
SS
SS
SS
SS
SS
E
FOF
O
FO
X
X
X
X
X
X
X
X
X
X
6' TE
M
P
C
L
E
F
X
X
X
X
X
X
X
X
X
6' TE
M
P
C
L
E
F
X
X
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
SD
2-ZAY
O
F
O
C
E
E
E
E
UTIL V
L
T
HH
5'9" D
P
7'2" D
P
6'11"
D
P
7' DP
6'6" D
P
4'10"
D
P
5'9" D
P
4'7" D
P
E
SD
SD
SD
SD
3'8" D
P
4'9" DP
3' DP
5'8" D
P
5'10" D
P
6'2" DP
5'5" D
P
6'11
"
ED
(TYP
.
)
4'9
"
4'11"
2'8"
2'1"
2'8"
2'7"
2'5
"
7"
1'1"
1'4"
2'
SD
SD
SD
SD
SD
SD
SD
HH
28
29
29
2
7
28
28
27
26
25
24
28
S GR
A
D
Y
W
A
Y
R
A
I
N
I
E
R
A
V
E
S
28
GRA
D
Y
1
5
3
+
0
0
GRA
D
Y
1
5
4
+
0
0
R
A
I
N
I
E
R
2
0
2
+
0
0
205-78 1
205-50 1
205-49 1
205-76 39
205-51 3
FIL -2 41
EX 205-04 21
63 LF 12" DI @ 1.88%
5
4
L
F
1
2
"
D
I
@
1
.
0
9
%
19 LF 12" DI @ 0.53%
5
7
L
F
1
2
"
S
D
@
0
.
5
1
%
63 LF 12" SD @ 0.50%
22 LF 12" SD @ 1.19%
R
5
1
.
9
0
R
4
8
.
5
4
R
5
0
.
0
0
R
2
0
.
0
0
R
1
9
.
8
9
R3
0
.
0
0
11 LF 8" SD @ 1.37%
205-77 27
///
/
SS
WSDOT
F
O
6'11"
3'6"
4'8"
8'11"
1'7"
2'6'9"4'5"
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
3'10"
4'1"
4'9"7"
4'1"
3'11"
5'9"
5"
2'1"
1'11"
9"2'4"
3'1"2'11"3'3"
4'9"
4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"
1'4"
2'2'1"
2'9"
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
20 40
SCALE IN FEET
01020
(1" = 20')
N
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
07
/
1
3
/
2
6
|
3:
4
5
P
M
|
SA
K
S
H
I
G
C:
\
P
W
W
O
R
K
I
N
G
\
J
A
C
O
B
S
_
B
&
I
\
S
A
K
S
H
I
G
@
O
S
B
O
R
N
C
O
N
S
U
L
T
I
N
G
.
C
O
M
\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
C
D
P
2
0
1
-
2
0
5
.
D
W
G
S1-BT120-CDP201-205 FACILITY ID:
Xrefs:
xS1-BT120-VRX001
xS1-BT120-CDN001
xS1-BTP120-CDP001
xS1-BTP120-CPP001
xBRT-CUD05-TB22x34
xS1-BTP120-GZK010
xS1-BTP120-CAP001
xS1-BTP120-VSF100
xS1-BT120-CGP001
xS1-BT120-CMP001
xS1-BT120-APP211
GB-SEAL-SS56324
xS1-BT120-SGP301
xS1-BT120-RPP001
xS1-BT120-CZN002
xS1-BT120-CZN003
OSBORN
CONSULTINGINCORPORATED
MAT
C
H
L
I
N
E
:
SEE
D
W
G
BT1
2
0
-
C
D
P
1
0
4
22
MATCHLINE:
SEE DWG BT120-CDP203
M
A
T
C
H
L
I
N
E
:
N
O
T
U
S
E
D
T
H
I
S
S
E
R
I
E
S
102
103
201
202
203
204
205
SW 7TH ST
RAI
N
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
KEY MAP
SW GRAD
Y
WAY
101 104
105
107
106
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
DRAINAGE PLAN
S RENTON TRANSIT CENTER
BT120-CDP205
BT120
172 B
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
0 12/10/2024 SS RP SS ISSUED FOR BID
1 06/13/2025 SS RP SS ADDENDUM #1
A 10/24/2025 SS RP SS COR PERMIT REVISION - CNWD#001
B 07/01/2026 SS RP SS FC #8
RTA/CN 0205-24
1"=20'
47
B
B
B
7-15-2026
DEVELOPMENT ENGINEERING
msippo 07/22/2026
TE
D
-
4
0
-
4
3
3
2
C2
4
0
0
2
1
2
3
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5
R-4332148
FC #8B07/01/2026 SS SSRP
A
7-15-2026
DEVELOPMENT ENGINEERING
msippo 07/22/2026
TE
D
-
4
0
-
4
3
3
2
C2
4
0
0
2
1
2
3
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5
R-4332149
10
15
20
25
30
35
40
10
15
20
25
30
35
40
''26
.
6
'
24
.
8
6
'
27
.
2
25
.
2
0
28
.
2
25
.
0
1
27
.
8
25
.
2
9
28
.
1
'
25
.
6
2
'
28
.
0
25
.
9
5
27
.
7
26
.
2
8
27
.
7
26
.
6
0
27
.
5
'
26
.
9
2
'
27
.
4
27
.
2
8
27
.
2
27
.
3
8
27
.
3
27
.
3
8
27
.
4
'
27
.
2
4
'
27
.
5
27
.
1
0
27
.
5
26
.
9
8
27
.
5
'
27
.
4
2
'
20
1
-
1
0
,
C
B
T
Y
P
E
1
L
BT
1
2
0
-
C
-
S
T
C
ST
A
.
6
1
2
+
5
7
.
1
5
,
4
0
.
3
3
'
R
T
RI
M
2
6
.
2
3
12
"
I
E
(
I
N
)
2
2
.
4
8
(
S
W
)
12
"
I
E
(
I
N
)
2
2
.
4
8
(
S
E
)
12
"
I
E
(
O
U
T
)
2
2
.
4
8
(
N
W
)
EXISTING GROUND
@ PIPE CL
FINISHED GRADE
@ PIPE CL
99 LF 12" SD @ 0.50%
20
1
-
7
9
,
C
B
T
Y
P
E
2
-
4
8
"
BT
1
2
0
-
C
-
S
T
C
ST
A
.
6
1
3
+
2
2
.
2
1
,
3
9
.
5
0
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R
T
RI
M
2
7
.
0
6
12
"
I
E
(
I
N
)
2
2
.
8
1
(
S
E
)
12
"
I
E
(
O
U
T
)
2
2
.
8
1
(
N
W
)
20
3
-
6
5
,
C
B
T
Y
P
E
2
-
4
8
"
BT
1
2
0
-
C
-
S
T
C
ST
A
.
6
1
3
+
5
7
.
3
9
,
6
6
.
5
8
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R
T
RI
M
2
7
.
4
0
12
"
I
E
(
I
N
)
2
3
.
0
3
(
S
W
)
12
"
I
E
(
O
U
T
)
2
3
.
0
3
(
N
W
)
20
3
-
7
1
,
C
B
T
Y
P
E
1
BT
1
2
0
-
C
-
S
T
C
ST
A
.
6
1
3
+
5
3
.
9
3
,
1
6
5
.
9
2
'
R
T
RI
M
2
6
.
9
5
12
"
I
E
(
O
U
T
)
2
3
.
5
3
(
N
E
)
20
1
-
4
8
,
C
B
T
Y
P
E
2
-
4
8
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BT
1
2
0
-
C
-
S
T
C
ST
A
.
6
1
1
+
1
1
.
7
1
,
4
5
.
0
0
'
R
T
RI
M
2
4
.
8
6
12
"
I
E
(
I
N
)
2
1
.
3
9
(
S
W
)
12
"
I
E
(
I
N
)
2
1
.
3
9
(
E
)
18
"
I
E
(
O
U
T
)
2
1
.
3
9
(
N
W
)
20
1
-
0
9
,
C
B
T
Y
P
E
2
-
4
8
"
BT
1
2
0
-
C
-
S
T
C
ST
A
.
6
1
1
+
5
6
.
7
9
,
3
9
.
5
0
'
R
T
RI
M
2
4
.
9
1
12
"
I
E
(
I
N
)
2
1
.
9
0
(
S
)
12
"
I
E
(
I
N
)
2
1
.
9
0
(
S
E
)
12
"
I
E
(
O
U
T
)
2
1
.
9
0
(
W
)
65 LF 12" SD @ 0.51%
44 LF 12" SD
@ 0.50%
45 LF 12" DI @ 1.12%
100 LF 12" DI @ 0.58%
5
10
15
20
25
30
35
5
10
15
20
25
30
35
''24
.
7
'
23
.
6
7
'
24
.
5
24
.
0
6
24
.
5
24
.
7
1
24
.
3
23
.
9
3
''''
62 LF 8" DI @ 1.00%
L
FINISHED GRADE
@ PIPE C
L
EXISTING GROUND
@ PIPE C
20
1
-
2
7
,
C
B
T
Y
P
E
1
BT
1
2
0
-
C
-
N
T
C
ST
A
.
5
1
0
+
9
2
.
1
2
,
1
8
.
6
0
'
L
T
RI
M
2
3
.
8
3
8"
I
E
(
O
U
T
)
2
2
.
1
0
(
S
W
)
20
1
-
3
5
,
C
B
T
Y
P
E
2
-
4
8
"
BT
1
2
0
-
C
-
S
T
C
ST
A
.
6
1
0
+
8
3
.
3
6
,
1
8
.
7
8
'
L
T
RI
M
2
4
.
1
5
8"
I
E
(
I
N
)
2
1
.
4
8
(
N
E
)
12
"
I
E
(
O
U
T
)
2
1
.
4
8
(
S
)
33 LF 12" DI @ 1.03%
20
1
-
1
6
,
C
B
T
Y
P
E
1
L
BT
1
2
0
-
C
-
S
T
C
ST
A
.
6
1
0
+
8
5
.
6
4
,
1
4
.
1
7
'
R
T
RI
M
2
3
.
6
7
12
"
I
E
(
I
N
)
2
1
.
1
4
(
S
E
)
12
"
I
E
(
I
N
)
2
1
.
1
4
(
N
)
8"
I
E
(
I
N
)
2
1
.
1
4
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28 LF 12" SD @ 1.13%
SCALE IN FEET
02.5 55 10
(1" = 5')
20 40
SCALE IN FEET
01020
(1" = 20')
(HOR.)(VERT.)
201-16 TO 201-27
SCALE 1" = 20' H, 1" = 5' V
201-48 TO 203-71
SCALE 1" = 20' H, 1" = 5' V
201-31 TO 201-07
SCALE 1" = 20' H, 1" = 5' V
203-74 TO 203-46
SCALE 1" = 20' H, 1" = 5' V
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
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1
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DRAWN BY:
CHECKED BY:
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S1-BT120-CDV201-207 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
xS1-BT120-CDV001
GB-SEAL-SS56324
OSBORN
CONSULTINGINCORPORATED
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
DRAINAGE PROFILE
S RENTON TRANSIT CENTER
BT120-CDV202
BT120
174 B
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
0 12/10/2024 SS RP SS ISSUED FOR BID
1 06/13/2025 SS RP SS ADDENDUM #1
B 05/04/2026 SS RP SS CNWD# 010
C 07/01/2026 SS RP SS FC #8
RTA/CN 0205-24
1"=20'
C
7-15-2026
DEVELOPMENT ENGINEERING
msippo 07/22/2026
TE
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2
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PR
2
1
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9
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R-4332150
DEVELOPMENT ENGINEERING
msippo 07/22/2026
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11 LF 24" SD @ 0.45%
1"
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20
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10
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35
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55 LF 12" SD @ 0.51%
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22 LF 12" DI@ 0.54%
94 LF 12" SD @ 0.53%
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PROP 8" SS
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12 LF 12" SD @ 0.81%
FI
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142 LF 12" SD @ 1.22%
SCALE IN FEET
02.5 55 10
(1" = 5')
20 40
SCALE IN FEET
01020
(1" = 20')
(HOR.)(VERT.)
102-17 TO EX. 201-01
SCALE 1" = 20' H, 1" = 5' V
202-80 TO 106-38
SCALE 1" = 20' H, 1" = 5' V
201-10 TO 203-57
SCALE 1" = 20' H, 1" = 5' V
203-82 TO 106-56
SCALE 1" = 20' H, 1" = 5' V
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
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1
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
07
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S1-BT120-CDV201-207 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
xS1-BT120-CDV001
GB-SEAL-SS56324
OSBORN
CONSULTINGINCORPORATED
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
DRAINAGE PROFILE
S RENTON TRANSIT CENTER
BT120-CDV205
BT120
177 B
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
0 12/10/2024 SS RP SS ISSUED FOR BID
1 06/13/2025 SS RP SS ADDENDUM #1
A 06/19/2026 SS RP SS CNWD #0017
B 07/01/2026 SS RP SS FC #8
RTA/CN 0205-24
1"=20'
B
7-15-2026
DEVELOPMENT ENGINEERING
msippo 07/22/2026
TE
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DEVELOPMENT ENGINEERING
msippo 07/22/2026
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