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MATCHLINE:
SEE DWG BT120-CDP204
MATCHLINE:
SEE DWG BT120-CDP202
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GENERAL NOTES:
1. SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS
2. SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY
SECTIONS.
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. 1
O3 INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN
3. SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION 201.00, WITH STORM ROUND FRAME AND COVER
PLANS. (PRIVATE) PER COR STD PLAN 204.40. RIMS TO BE
NON -SLIP WHEN LOCATED WITHIN WALKWAYS.
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.
OINSTALL 3' WIDE CONCRETE VALLEY GUTTER. SEE
DWG. BT120-CRD123 FOR DETAILS.
id9 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
B V R FI D N FIE D Y TH-11 O T A TOR. 1
9. PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD 16 INSTALL BIOFILTRATION SYSTEM TYPE B UNIT. SEE
PDWG. BT120-CDD502 FOR DETAILS AND SPECIAL
PIPE SPANS WITH 3 FEET OF COVER OR LESS.
PROVISIONS 7-05.
10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS
OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR
DESIGNED BY:
S. SRIDHARAN
DRAWN BY:
H. ONG
CHECKED BY:
1 06/13/2025 SS RP SS ADDENDUM #1 R. PARISH
0 12/10/2024 SS RP SS ISSUED FOR BID APPROVED BY:
No. DATE DSN CHK APP REVISION S. SRIDHARAN
KEY NOTES:
28 REMOVE EXISTING SDMH PER SPECIAL PROVISIONS
2-02 AND INSTALL NEW CATCH BASIN TYPE 2 PER
COR STD PLAN 201.00, WITH STORM ROUND FRAME
AND COVER (PUBLIC) PER COR STD PLAN 204.50.
RIMS TO BE NON -SLIP WHEN LOCATED WITHIN
WALKWAYS. CONNECT EXISTING PIPES (2) TO THE
NEW CATCH BASIN PER SPECIAL PROVISIONS 7-05.
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.
#_ SUBMITTED BY:
6-9-2025 R. PARGAS
1
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BRT General Engineering Consultant
DATE: REVIEWED BY:
12/10/2024 J. ALTCHECH
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S1-BT120-CDP102-106
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CONTRACT No.:
,11
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
106-12
STA. 402+12.34 (43.40', LT)
IE 22.95 (SW)
RIM 25.16
CB TYPE 1
106-20
STA. 403+66.40 (25.17', LT)
IE 21.82 (N)
IE 21.82 (S)
RIM 26.59
CB TYPE 1 L
106-21
STA. 404+25.20 (19.96', LT)
IE 22.13 (W)
IE 22.13 (S)
RIM 26.16
CB TYPE 1
IE 22.45 (N)
106-28
STA. 618+06.16 (18.15', RT)
IE 22.45 (E)
IE 22.45 (W)
RIM 26.79
CB TYPE 1
106-29
STA. 517+76.74 (14.17', LT)
IE 22.95 (E)
IE 22.95 (S)
RIM 26.60
CB TYPE 2-48"
106-30
STA. 517+92.65 (29.50', LT)
IE 22.33 (W)
IE 22.33 (E)
RIM 27.11
CB TYPE 2 60"
106-38
STA. 402+31.01 (24.01', LT)
IE 19.30 (E)
IE 19.20 (W) EX
RIM 25.56
CB TYPE 2-48"
IE 19.35 (E) EX
106-39
STA. 402+35.01 (15.66', LT)
IE 20.35 (N)
IE 19.35 (W)
RIM 25.10
CB TYPE 1
106-54
STA. 518+06.45 (14.25', LT)
IE 23.10 (W)
RIM 26.36
CB TYPE 1 L
106-55
STA. 401+61.94 (39.32', LT)
IE 22.77 (NE)
IE 22.77 (W)
RIM 25.45
CB TYPE 1
106-56
STA. 618+36.25 (18.17', RT)
IE 22.93 (W)
RIM 26.20
CB TYPE 1
106-57
STA. 402+20.73 (26.24', LT)
IE 21.80 (E)
RIM 25.02
CB TYPE 1 L
106-58
STA. 402+38.14 (16.73', RT)
IE 21.40 (W)
IE 21.40 (S)
RIM 24.99 1
CB TYPE 2-48"
106-59
STA. 402+30.25 (35.18', RT)
IE 20.90 (W)
IE 20.90 (SE)EX
RIM 25.67
TYPE B UNIT
FIL-6
STA SEE BT120-CDD502
IE 21.14 (N)
IE 21.08 (E)
RIM 25.69
1
l
UPDATES TO ROW
SEE SHEETS
BT120-RPP101-BT120-RPP102
BT120-RPP105-BT120-RPP106
BT1 20-RPP201 -BT1 20-RPP205
KEY MAP
R-4332143
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
CIVIL
DRAINAGE PLAN
LAKE STA 401 +50 TO LAKE STA 405+50
DEVELOPMENT ENGINEERING
msippo 11 /25/2025
DRAWING No.:
BT120-CDP106
FACILITY ID:
BT120
SHEET No.: REV:
167 1
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