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xS1-BT120-CZN002
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GENERAL NOTES:
MATCHLINE:
SEE DWG BT120-CDP201
�Q. MATCHLINE:
SEE DWG BT120-CDP205
KEY NOTES: KEY 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. O INSLL TACATCH BASIN TYPE 2 PER COR STD PLAN
9
21 ADJUST RIM TO GRADE.
10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS
OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR 22 EXISTING SD PIPE TO REMAIN.
PROPRIETARY BMP LOADING CONSIDERATIONS
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.
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 3' WIDE CONCRETE VALLEY GUTTER. SEE
DWG. BT120-CRD123 FOR DETAILS.
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.
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.
DESIGNED BY:
S. SRIDHARAN
DRAWN BY:
H. ONG
A
10/24/2025
SS
RP
SS
COR PERMIT REVISION - CNWD#001
CHECKED BY:
R. PARISH
1
06/13/2025
SS
RP
SS
ADDENDUM #1
0
12/10/2024
SS
RP
SS
ISSUED FOR BID
APPROVED BY:
S. SRIDHARAN
No.
DATE
DSN
CHK
APP
REVISION
Q SRIIIfI�r�
Q4� OF jNASI�I `Yl
\!F�`C,
25 INSTALL 6-INCH CLEANOUTS PER COR STD PLAN
226.00.
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.
41 INSTALL BIOFILTRATION SYSTEM TYPE A UNIT. SEE
DWG. BT120-CDD501 FOR DETAILS AND SPECIAL
PROVISIONS 7-05.
46 SEE CDD507 FOR OIL DEBRIS HOOD INSTALLATION
AND SPECIAL PROVISIONS 7-05.
DRAINAGE STRUCTURE TABLE
STRUCTURE
STRUCTURE DETAILS
PIPES IN
PIPES OUT
CB TYPE 1
IE 25.03 (S)
203-83
STA. 613+89.17 (125.10', RT)
IE 25.53 (NW)
IE 25.03 (NE)
RIM 27.58
TYPE A UNIT
FIL-1
STA SEE BT120-CDD501
IE 20.40 (NE)
RIM 23.96
5 2 W
O 0 W
oNaL E� SUBMITTED BY:
10-24-2025 R. PARGAS
Q JQ
45T)?IDE cn
W J
BRT General Engineering Consultant � LL
DATE: REVIEWED BY:
12/10/2024 J. ALTCHECH
DRAINAGE STRUCTURE TABLE
STRUCTURE
STRUCTURE DETAILS
PIPES IN
PIPES OUT
CB TYPE 1 L
203-11
STA. 612+50.48 (61.83', RT)
IE 22.82 (SW)
IE 22.82 (NE)
RIM 26.58
CB TYPE 1
203-13
STA. 611+10.40 (94.60', RT)
IE 21.65 (SW)
IE 21.65 (NE)
RIM 24.64
CB TYPE 1
203-14
STA. 204+79.77 (98.15', RT)
IE 22.16 (S)
IE 22.16 (NE)
RIM 25.17
CB TYPE 2-48"
203-45
STA. 716+28.18 (79.73', RT)
IE 21.35 (W)
IE 21.35 (N)
RIM 27.15
CB TYPE 2-60"
IE 19.53 (E) EX
203-46
STA. 716+11.09 (58.49', RT)
IE 21.03 (S)
IE 19.53 (W) EX
RIM 27.18
CB TYPE 1
203-57
STA. 612+49.06 (116.59', RT)
IE 23.10 (NE)
RIM 27.62
CB TYPE 1
IE 22.51 (S)
203-62
STA. 204+38.56 (97.20', RT)
IE 22.51 (W)
IE 22.51 (N)
RIM 25.53
CB TYPE 1
203-63
STA. 203+87.58 (101.24', RT)
IE 22.80 (S)
IE 22.80 (N)
RIM 25.82
CB TYPE 1
203-64
STA. 204+38.47 (64.42', RT)
IE 22.80 (E)
RIM 25.03
CB TYPE 2-48"
203-65
STA. 613+57.39 (66.58', RT)
IE 23.03 (SW)
IE 23.03 (NW)
RIM 27.40
CB TYPE 1
203-71
STA. 613+53.93 (165.92', RT)
IE 23.53 (NE)
RIM 26.95
CB TYPE 1 L
203-72
STA. 153+96.92 (214.14', LT)
IE 23.62 (NE)
IE 23.62 (S)
RIM 26.92
CB TYPE 2-48"
203-73
STA. 611+73.45 (62.25', RT)
IE 22.05 (N)
RIM 25.25
CB TYPE 1
203-74
STA. 613+70.81 (183.62', RT)
IE 23.85 (SW)
RIM 26.98
CB TYPE 1
IE 25.67 (NW)
203-82
STA. 613+92.30 (151.92', RT)
IE 25.67 (SW)
IE 25.17 (N)
RIM 27.52
SCALE:
m V=-.. 1 1 "=20'
FILENAME:
S1-BT120-CDP201-205
SOUNDTRANSIT CONTRACT No.:
RTA/CN 0205-24
DATE: DATE:
12/10/2024 12/10/2024
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
20 10 0 20 40
KEY MAP s SCALE IN FEET
DEVELOPMENT ENGINEERING � AW"bk
msippo 11 /25/2025 R-4332146
STRIDE BUS RAPID TRANSIT DRAWING No.:
SOUTH RENTON TRANSIT CENTER BT120-CDP203
BT105 FACILITY ID:
CIVIL BT120
SHEET No.: REV:
DRAINAGE PLAN
S RENTON TRANSIT CENTER 170 A
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