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GENERAL NOTES:
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1. SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS
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2. SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY
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SECTIONS.
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3. SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION
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PLANS.
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4. SEE BT120-CPP101-107 SHEETS FOR PAVING PLANS.
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5. SEE BT120-UCP101-205 SHEETS FOR EXISTING STORM
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STRUCTURES/PIPES REMOVAL, AND UTILITIES PLANS.
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6. EXISTING FACILITIES TO BE PROTECTED -IN -PLACE
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UNLESS OTHERWISE NOTED.
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7. FOR
PROPOSED IMPROVEMENTS NOT SHOWN, SEE
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PAVING, TRAFFIC, AND UTILITY SHEETS.
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8. USE WSDOT STANDARD SPECIFICATIONS UNLESS
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OTHERWISE NOTED.
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09.
PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SE
PIPE SPANS WITH 3 FEET OF COVER OR LESS.
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10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS
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OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR
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PROPRIETARY BMP LOADING CONSIDERATIONS
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06/13/2025
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RP
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ADDENDUM #1
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12/10/2024 1
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RP
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ISSUED FOR BID
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No.
DATE
DSN
CHK
APP
REVISION
KEY NOTES:
OCONNECT TO EXISTING CATCH BASIN.
(16� INSTALL BIOFILTRATION SYSTEM TYPE B UNIT. SEE
DWG. BT120-CDD502 FOR DETAILS AND SPECIAL
> PROVISIONS 7-05.
17 INSTALL CATCH BASIN TYPE 1 L AND BEEHIVE GRATE
PER COR STD PLAN 200.10 AND 262.40.
18 INSTALL INLET/OUTFALL PROTECTION WITH QUARRY
> ROCK RIPRAP PAD (MINIMUM THICKNESS IS 1 FEET)
> PER WSDOT STD. SPECIFICATION 8-15.3(6) AND 9-13,
AND PER COR STD PLAN 267.10 NOTE 18.
19 INSTALL WET BIOFILTRATION SWALE (VAR. BOTTOM
WIDTH). SEE DWG. BT120-CDD505 AND BT120-CDD506
> FOR DETAILS.
> O44 INSTALL BEVELED ENDS PER COR STD PLAN 221.00
DESIGNED BY:
S. SRIDHARAN
DRAWN BY:
H. ONG
CHECKED BY:
R. PARISH
APPROVED BY:
S. SRIDHARAN
#- I SUBMITTED BY:
6-9 2025 R. PARGAS
4S
BRT General Engineering Consultant
DATE: REVIEWED BY:
12/10/2024 1 J. ALTCHECH
SCALE:
1 "=20'
Q J
FILENAME:
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w J
S1-BT120-CDP102-106
J LL
SouNDTRANSIT
CONTRACT No.:
RTA/CN 0205-24
DATE:
DATE:
12/10/2024
12/10/2024
UPDATES TO ROW
SEE SHEETS
BT120-RPP101-BT120-RPP102
BT120-RPP105-BT120-RPP106
BT1 20-RPP201 -BT1 20-RPP205
20 10 0 20 40
SCALE IN FEET
R-4332142
STRIDE BUS RAPID TRANSIT DRAWING No.:
SOUTH RENTON TRANSIT CENTER BT120-CDP105
BT105 FACILITY ID:
CIVIL BT120
SHEET No.: REV:
DRAINAGE PLAN
GRADY STA 156+50 TO GRADY STA 160+46.15 166 1
KEY MAP
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