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MATCHLINE: NOT USED THIS SERIES
9LF 12" SD @ 0.45%
9LF 8" SD @ 0.45%
DRAINAGE STRUCTURE TABLE
STRUCTURE
STRUCTURE DETAILS
PIPES IN
PIPES OUT
EX. CB
EX. 201-03
STA. 207+17.80 (48.82', RT)
IE 20.50 (NE)EX
IE 20.60 (SW)EX
RIM 23.61
EX. CB
EX. 201-05
STA. 610+50.56 (23.30', RT)
IE 20.30 (NE) EX
IE 20.40 (SW) EX
RIM 23.39
TYPE D UNIT
MWS - 67
STA SEE BT120-CDD504
IE 21.10 (NE)
IE 20.55 (SW)
RIM 24.30
TYPE D UNIT
MWS 68
STA SEE BT120-CDD504
IE 21.31 (SE)
IE 20.56 (NE)
RIM 24.50
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KEY NOTES:
1O 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.
OCONNECT TO EXISTING CATCH BASIN.
OINSTALL 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.
OINSTALL 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.
OINSTALL CATCH BASIN TYPE 1 PER COR STD PLAN
200.00, WITH OPEN CURB FACE FRAME AND GRATE
PER COR STD PLAN 203.00.
10/24/2025
SS
SS
COR PERMIT REVISION - CNWD#001
06/13/2025
SS
tRP
SS
ADDENDUM #1
12/10/2024
SS
SS
ISSUED FOR BID
DATE
DSN
CHK
APP
REVISION
MATCHLINE:
SEE DWG BT120-CDP203
KEY NOTES:
OINSTALL 3' WIDE CONCRETE VALLEY GUTTER. SEE
DWG. BT120-CRD123 FOR DETAILS.
O20 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.
21 ADJUST RIM TO GRADE.
24 INSTALL BIOFILTRATION SYSTEM TYPE D UNIT. SEE
DWG. BT120-CDD504 FOR DETAILS AND SPECIAL
PROVISIONS 7-05.
25 INSTALL 6-INCH CLEANOUTS PER COR STD PLAN
226.00.
31 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.
33 INSTALL 6-INCH PVC 22-1/20 HORIZONTAL BEND.
37 INSTALL ROOF DOWNSPOUT CONNECTIONS. SEE
DETAIL 1, SHEET BT120-AED903.
38 INSTALL CATCH BASIN TYPE 1 L PER COR STD PLAN
200.10, WITH OPEN CURB FACE FRAME AND GRATE
PER COR STD PLAN 203.00.
39 INSTALL CATCH BASIN TYPE 1 L PER COR STD PLAN
200.10, WITH RECTANGULAR FRAME AND
RECTANGULAR SOLID METAL COVER PER COR STD
PLANS 204.00 AND 204.10, RESPECTIVELY.
DESIGNED BY:
S. SRIDHARAN
DRAWN BY:
H. ONG
CHECKED BY:
R. PARISH
APPROVED BY:
S. SRIDHARAN
SUBMITTED BY:
10-24-2025 R. PARGAS
UPDATES TO ROW ANDS
SEWER SEE SHEETS
BT120-RPP104
BT1 20-RPP201 -BT1 20-RPP205
BT 120-U S P 102, BT 120-U S P 104
BT120-USP201-USP202
BT120-USP204-USP205
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
Sr)?IDE
BRT General Engineering Consultant
DATE: REVIEWED BY:
12/10/2024 1 J. ALTCHECH
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SCALE IN FEET
KEY MAP
DEVELOPMENT ENGINEERING
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R-4332144
msippo 11 /25/2025
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S1-BT120-CDP201-205
J LL
SouNDTRANSIT
CONTRACT No.:
RTA/CN 0205-24
DATE:
DATE:
12/10/2024
12/10/2024
DRAINAGE STRUCTURE TABLE
STRUCTURE
STRUCTURE DETAILS
PIPES IN
PIPES OUT
CB TYPE 1
IE 22.52 (SE)
201-04
STA. 612+68.36 (14.17', RT)
IE 22.52 (NE)
IE 22.52 (NW)
RIM 26.02
CB TYPE 1
201-06
STA. 513+69.38 (17.91', LT)
IE 23.88 (W)
RIM 27.26
CB TYPE 1
201-07
STA. 613+29.00 (14.17', RT)
IE 24.00 (NE)
IE 23.00 (NW)
RIM 26.81
CB TYPE 1
201-08
STA. 512+32.15 (14.17', LT)
IE 23.31 (SE)
RIM 25.55
CB TYPE 2-48"
IE 21.90 (S)
201-09
STA. 611+56.79 (39.50', RT)
IE 21.90 (SE)
IE 21.90 (W)
RIM 24.91
CB TYPE 1 L
IE 22.48 (SW)
201-10
STA. 612+57.15 (40.33', RT)
IE 22.48 (SE)
IE 22.48 (NW)
RIM 26.23
CB TYPE 1 L
201-16
STA. 610+85.64 (14.17', RT)
IE 21.14 (N) EX
IE 21.14 (SW)
RIM 23.67
IE 21.14 (W)
CB TYPE 1
IE 20.34 (NE)
201-18
STA. 610+50.24 (37.16', RT)
IE 20.34 (SE)
IE 20.34 (SW)
RIM 23.47
CB TYPE 1
201-27
STA. 510+92.12 (18.60', LT)
IE 22.10 (SW)
RIM 23.83
CB TYPE 2-48"
IE 20.52 (NE)
201-31
STA. 610+85.64 (36.74', RT)
IE 20.52 (SW)
IE 20.52 (NW)
RIM 24.46
CB TYPE 2-48"
201-35
STA. 610+83.36 (18.78', LT)
IE 21.48 (NE)
IE 21.48 (S)
RIM 24.15
CB TYPE 1
201-42
STA. 512+15.28 (35.28', LT)
IE 22.85 (E)
IE 22.57 (NW)
RIM 26.16
CB TYPE 2-48"
IE 21.39 (SW)
201-48
STA. 611+11.71 (45.00', RT)
IE 21.39 (E)
IE 21.39 (NW)
RIM 24.86
CB TYPE 1
IE 21.50 (SE)
201-53
STA. 611+34.27 (14.17', RT)
IE 22.00 (NE)
IE 21.50 (NW)
RIM 24.28
CB TYPE 1
IE 23.00 (E)
201-54
STA. 512+67.24 (14.51', LT)
IE 23.00 (NW)
IE 23.00 (SW)EX
RIM 26.00
CB TYPE 1
IE 20.30 (SE)
201-58
STA. 206+22.56 (48.66', RT)
IE 20.30 (NE)
IE 20.30 (SW)
RIM 23.51
CB TYPE 2-48"
201-59
STA. 610+60.72 (15.13', RT)
IE 21.61 (W)
IE 21.61 (E)
RIM 23.48
CB TYPE 1
201-60
STA. 610+55.17 (18.60', RT)
IE 21.73 (E)
RIM 23.46
CB TYPE 2-48"
201-79
STA. 613+22.21 (39.50', RT)
IE 22.81 (SE)
IE 22.81 (NW)
RIM 27.06
CB TYPE 1 L
201-84
STA. 511+06.14 (35.66', LT)
IE 21.72 (SE)
IE 21.72 (W)
RIM 24.68
CB TYPE 1
IE 20.60 (E)
201-85
STA. 610+62.37 (83.87', LT)
IE 20.60 (NE)EX
IE 20.60 (SW) EX
RIM 23.77
EX. CB
IE 21.20 (W)
EX. 201-01
STA. 610+68.36 (120.05', LT)
IE 20.70 (NE)EX
IE 20.70 (SW) EX
RIM 24.00
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
CIVIL
DRAINAGE PLAN
S RENTON TRANSIT CENTER
F9:_ I ► ►•
BT120-CDP201
FACILITY ID:
BT120
SHEET No.: REV:
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