HomeMy WebLinkAboutAPPROVED_SRTC_DC5_20260518GENERAL 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
201-04
201-06
201-07
201-08
201-09
201-10
201-16
201-18
201-27
201-31
201-35
201-42
201-48
201-53
201-54
201-58
201-59
201-60
201-79
201-84
201-85
EX. 201-01
STRUCTURE DETAILS
CB TYPE 1
STA. 612+68.36 (14.17', RT)
RIM 26.02
CB TYPE 1
STA. 513+69.38 (17.91', LT)
RIM 27.26
CB TYPE 1
STA. 613+29.00 (14.17', RT)
RIM 26.81
CB TYPE 1
STA. 512+32.15 (14.17', LT)
RIM 25.55
CB TYPE 2-48"
STA. 611+56.79 (39.50', RT)
RIM 24.91
CB TYPE 1L
STA. 612+57.15 (40.33', RT)
RIM 26.23
CB TYPE 1L
STA. 610+85.64 (14.17', RT)
RIM 23.67
CB TYPE 1
STA. 610+50.24 (37.16', RT)
RIM 23.47
CB TYPE 1
STA. 510+92.12 (18.60', LT)
RIM 23.83
CB TYPE 2-48"
STA. 610+85.64 (36.74', RT)
RIM 24.46
CB TYPE 2-48"
STA. 610+83.36 (18.78', LT)
RIM 24.15
CB TYPE 1
STA. 512+15.28 (35.28', LT)
RIM 26.16
CB TYPE 2-48"
STA. 611+11.71 (45.00', RT)
RIM 24.86
CB TYPE 1
STA. 611+34.27 (14.17', RT)
RIM 24.28
CB TYPE 1
STA. 512+67.24 (14.51', LT)
RIM 26.00
CB TYPE 1
STA. 206+22.56 (48.66', RT)
RIM 23.51
CB TYPE 2-48"
STA. 610+60.72 (15.13', RT)
RIM 23.48
CB TYPE 1
STA. 610+55.17 (18.60', RT)
RIM 23.46
CB TYPE 2-48"
STA. 613+22.21 (39.50', RT)
RIM 27.06
CB TYPE 1L
STA. 511+06.14 (35.66', LT)
RIM 24.68
CB TYPE 1
STA. 610+62.37 (83.87', LT)
RIM 23.77
EX. CB
STA. 610+68.36 (120.05', LT)
RIM 24.00
PIPES IN
IE 22.52 (SE)
IE 22.52 (NE)
IE 24.00 (NE)
IE 21.90 (S)
IE 21.90 (SE)
IE 22.48 (SW)
IE 22.48 (SE)
IE 21.14 (SE)
IE 21.14 (N)
IE 21.14 (W)
IE 20.34 (NE)
IE 20.34 (SE)
IE 20.52 (NE)
IE 20.52 (SW)
IE 21.48 (NE)
IE 22.85 (E)
IE 21.39 (SW)
IE 21.39 (E)
IE 21.50 (SE)
IE 22.00 (NE)
IE 23.00 (E)
IE 23.00 (NW)
IE 20.30 (SE)
IE 20.30 (NE)
IE 21.61 (W)
IE 22.81 (SE)
IE 21.72 (SE)
IE 20.60 (E)
IE 20.60 (NE)
IE 21.20 (W)
IE 20.70 (NE)
PIPES OUT
IE 22.52 (NW)
IE 23.88 (W)
IE 23.00 (NW)
IE 23.31 (SE)
IE 21.90 (W)
IE 22.48 (NW)
IE 21.14 (SW)
IE 20.34 (SW)
IE 22.10 (SW)
IE 20.52 (NW)
IE 21.48 (S)
IE 22.57 (NW)
IE 21.39 (NW)
IE 21.50 (NW)
IE 23.00 (SW)
IE 20.30 (SW)
IE 21.61 (E)
IE 21.73 (E)
IE 22.81 (NW)
IE 21.72 (W)
IE 20.60 (SW)
IE 20.70 (SW)
EX
EX
EX EX
EX EX
KEY NOTES:
SIGN
ASPH
H
VLT
W
V
HH
H
H
HH
CO
W
W
W
W
W
FO
FO
FO
FO
W
W
W
W
WM
WV
3WV
W
V
L
T
HH
E
E
E
E
E
C C
2" DR
O
P
SD
SD
SD
SD
SD
SD
SD
X
X
XX
X
X
X
6' TEMP
CLEF
X X X X X X X X X X X X X X X X
6' CLEF
ELEC
EQUIP
/
/
//
/
/
/
//
/
/
/
/
/
/
/
/
/
/
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
//
/
/
/
/
/
/
/
/
/
/
/
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
///
/
/
//
/
/
/
/
/
/
/
/
/
/
/
/
/
//
/
/
/
/
/
/
/
/
/
/
/
/
/
/
//
/
/
/
3 BLR
DPIV
GATE
SD
E
E
E
E
E E
E
E
E
E
E
E
S
S
S
S
S
S
EEEEEEEE
E
E
E
E
E
E
E
E
E
HH
E
E
E
E
E
UNKN
O
W
N
U
T
I
L
I
T
Y
C
C
C
C
C
C
C
C
C 2 BLR
D
FH
3'10"
4'1"
4'9"
7
"
4'1"
3'11"
5'
9
"
5
"
2'
1
"
1
'
1
1
"
9"
2'4"
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
28
27
26
25
24
24
2726
25
26 27
27
282625
28
N TC 511+00
N TC 512+00 N TC 513+00
N TC 514+00
S TC 611+00 S TC 612+00 S TC 613+00
S TC 614+00
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
^
201-79 4
1 201-06
201-07 1
201-04 1
201-54 1
201-53 1
1 201-08201-27 1
201-35 4
201-59 3
201-60 1
201-16 38
201-48 3
201-09 4
201-42 31201-84 39
134 LF 12" SD @ 0.76%
101 LF 8" SD @ 0.87%
35 LF 8" DI
@ 0.88%
95
L
F
1
2
"
D
I
@
0
.
5
1
%
62 LF 8" DI @ 1.00%
12 LF 18" DI
@ 0.26%
10 LF 16" DI @ 0.40%
6 LF 18" DI @ 0.61%
26 LF 18" DI @ 0.32%
61 LF 12" SD @ 0.79%
65 LF 12" SD @ 0.51%
43 LF
8
"
S
D
@
2
.
6
2
%
25 LF 8" DI @ 1.88%
7 LF 8" DI
@ 1.83%
45 LF 12" DI @ 1.12%
100 LF 12" DI @ 0.58%
33 LF 12" DI @ 1.03%
19
L
F
6
"
SD
@
4
.
7
6
%
19
L
F
6
"
SD
@
3
.
9
1
%
19
L
F
6
"
SD
@
2
.
9
6
%
19 LF 6" SD @ 0.85%19
L
F
6
"
SD
@
1
.
7
4
%
19
L
F
6
"
SD
@
2
.
6
4
%
19
L
F
6
"
SD
@
3
.
5
4
%
32 LF 6" DI @ 0.96%
114 LF 8" SD @ 0.74%
4 LF 6" SD @ 1.18%
49 LF 12" DI @ 0.74%
35 LF 18" SD
@ 0.51%
24 LF 6" DI
@ 2.00%
24 LF 6" DI
@ 2.00%
28 LF 6" DI
@ 4.77%
28 LF 6" DI
@ 3.58%
24 LF 6" DI
@ 2.00%
24 LF 6" DI
@ 2.00%
24 LF 6" DI
@ 2.00%
MWS - 67 24
3 201-31
MWS 68 24
201-10 38
/
//
/
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
R51.90
R48.5
4
R50.0
0
R20.00 R19.89
R30.0
0
R35.0
0
R40.00
R40.00
R45.0
0
R35.00
R50.00
R35.00
R50.00
EX. 201-03
EX. 201-05
MWS - 67
MWS 68
EX. CB
STA. 207+17.80 (48.82', RT)
RIM 23.61
EX. CB
STA. 610+50.56 (23.30', RT)
RIM 23.39
TYPE D UNIT
STA. 610+85.68 (24.28', RT)
RIM 24.30
TYPE D UNIT
STA. 610+85.64 (45.00', RT)
RIM 24.50
IE 20.50 (NE)
IE 20.30 (NE)
IE 21.10 (NE)
IE 21.31 (SE)
IE 20.60 (SW)
IE 20.40 (SW)
IE 20.55 (SW)
IE 20.56 (NE)
EX
EX
EX
EX
STA SEE BT120-CDD504
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.
CONNECT TO EXISTING CATCH BASIN.
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 CATCH BASIN TYPE 1 PER COR STD PLAN
200.00, WITH OPEN CURB FACE FRAME AND GRATE
PER COR STD PLAN 203.00.
1
2
3
4
5
INSTALL 3' WIDE CONCRETE VALLEY GUTTER. SEE
DWG. BT120-CRD123 FOR DETAILS.
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 6-INCH CLEANOUTS PER COR STD PLAN
226.00.
INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN
200.00, WITH RECTANGULAR FRAME AND
RECTANGULAR SOLID METAL COVER PER COR STD
PLANS 204.00 AND 204.10, RESPECTIVELY.
INSTALL 6-INCH PVC 22-1/2° HORIZONTAL BEND.
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 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.
6
21
20
31
33
37
38
39
24
25
20 40
SCALE IN FEET
01020
(1" = 20')
MATCHLINE: NOT USED THIS SERIES
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-
C
D
P
2
0
2
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
BT
1
2
0
-
C
D
P
1
0
2
MATCHLINE:
SEE DWG BT120-CDP203
102
103
106
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
21
2
EX. 201-05
21 EX. 201-01
9LF 12" SD @ 0.45%
107
33
9LF 8" SD @ 0.45%
20 EX. 201-03
1 201-18
5 201-58
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:
05
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0
4
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2
6
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5:
5
2
P
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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
CONSULTING
INCORPORATED
CONNECT TO EXISTING PIPE
37 37 37 37 37
37
31 201-85
6
21
CO 7 25
CO 6 25
CO 5 25
CO 4 25
CO3 25
CO 2 25
CO 125
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-CDP201
BT120
168 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 05/04/2026 SS RP SS CNWD# 010
RTA/CN 0205-24
1"=20'
N
B
5-4-2026
C2
4
0
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2
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2
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2
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0
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4
3
3
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R-4332144
DEVELOPMENT ENGINEERING
msippo 05/18/2026
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FINISHED GRADE
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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:
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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
RTA/CN 0205-24
1"=20'
B
5-4-2026
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27 LF 12" SD @ 1.17%
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R-4332150
DEVELOPMENT ENGINEERING
msippo 05/18/2026