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MATCHLINE:
SEE DWG BT120-CDP204
GENERAL NOTES: KEY NOTES:
1. SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS. 1O INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN
200.00, WITH RECTANGULAR FRAME AND VANED
2. SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY GRATE PER COR STD PLANS 204.00 AND 204.20,
SECTIONS. RESPECTIVELY.
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
10/24/2025
SS
RP
SS
COR PERMIT REVISION - CNWD#001
06/13/2025
SS
RP
SS
ADDENDUM #1
12/10/2024
SS
RP
SS
ISSUED FOR BID
DATE
DSN
CHK
APP
REVISION
O3 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.
14 REMOVE SECTION OF EXISTING 12-INCH STORM
DRAIN PIPE PER SPECIAL PROVISIONS 2-02. 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 12-INCH
STORM DRAIN PIPE (NW) TO THE NEW CATCH BASIN
PER SPECIAL PROVISIONS 7-05. PIPE INVERTS TO
BE VERIFIED IN FIELD BY THE CONTRACTOR.
22 EXISTING SD PIPE TO REMAIN.
25 INSTALL 6-INCH CLEANOUTS PER COR STD PLAN
226.00.
34 INSTALL BIOFILTRATION SYSTEM TYPE C UNIT. SEE
DWG. BT120-CDD503 FOR DETAILS AND SPECIAL
PROVISIONS 7-05.
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.
45 STRUCTURE FRAME AND COVER MEET AASHTO
LOAD RATING HS-30.
DESIGNED BY:
S. SRIDHARAN
4�oF SRS��9�'
DRAWN BY:
H. ONG
co
CHECKED BY:
R. PARISH
5 W
cI
ONAL
APPROVED BY:
SUBMITTED BY:
S. SRIDHARAN
10-24-2025
R. PARGAS
BRT General Engineering Consultant
DATE: REVIEWED BY:
12/10/2024 1 J. ALTCHECH
DRAINAGE STRUCTURE TABLE
STRUCTURE
STRUCTURE DETAILS
PIPES IN
PIPES OUT
CB TYPE 2-48"
IE 21.50 (W)
202-24
STA. 617+00.05 (19.00', RT)
IE 21.50 (E)
IE 21.50 (S)
RIM 28.24
CB TYPE 1 L
202-26
STA. 614+05.23 (22.11', RT)
IE 24.47 (S)
IE 24.47 (E)
RIM 27.60
CB TYPE 1
IE 24.59 (S)
202-61
STA. 614+06.17 (44.41', RT)
IE 25.09 (NW)
IE 24.59 (N)
RIM 27.56
CB TYPE 2-48"
202-80
STA. 517+50.29 (29.50', LT)
IE 22.55 (NW)EX
IE 22.55 (E)
RIM 27.67
CB TYPE 2-48"
IE 24.59 (N)
202-82
STA. 615+58.31 (13.50', LT)
IE 24.61 (W)
IE 24.10 (S)
RIM 30.18
IE 27.34 (E)
TYPE C UNIT
IE 23.30 (W)
FIL-8
STA. 615+57.82 (19.47', RT)
IE 23.55 (N)
IE 23.23 (E)
RIM 29.53
TYPE C UNIT
FIL-9
STA. 616+47.51 (44.60', RT)
IE 25.66 (S)
IE 23.00 (E)
RIM 29.02
TYPE C UNIT
FIL-10
STA. 617+12.41 (18.43', RT)
IE 21.95 (E)
IE 21.60 (W)
RIM 28.09
SCALE:
1 "=20'
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S1-BT120-CDP201-205
z
SOUNDTRANSIT
CONTRACT No.:
RTA/CN 0205-24
DATE:
DATE:
12/10/2024
12/10/2024
UPDATES TO ROW ANDS
SEWER SEE SHEETS
BT120-RPP104
BT120-RPP201-BT120-RPP205
BT120-USP102,BT120-USP104
BT120-USP201-USP202
BT120-USP204-USP205
20 10 0 20 40
KEY MAP SCALE IN FEET
DEVELOPMENT ENGINEERING
msippo 11 /25/2025 R-4332145
STRIDE BUS RAPID TRANSIT DRAWING No.:
SOUTH RENTON TRANSIT CENTER BT120-CDP202
BT105 FACILITY ID:
CIVIL BT120
SHEET No.: REV:
DRAINAGE PLAN
S RENTON TRANSIT CENTER 169 A
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