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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.
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.
MATCHLINE:
SEE DWG BT120-CDP203
KEY NOTES:
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.
20 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.
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
9. PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD DWG. BT120-CDD501 FOR DETAILS AND SPECIAL
PIPE SPANS WITH 3 FEET OF COVER OR LESS. PROVISIONS.
10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS 43 STRUCTURE FRAME AND COVER MEET AASHTO
OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR LOAD RATING HS-25.
PROPRIETARY BMP LOADING CONSIDERATIONS
DESIGNED BY:
S. SRIDHARAN
4��F raWRs�jr�
b
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10-24-2025
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
SUBMITTED BY:
R. PARGAS
No.
DATE
DSN
CHK
APP
REVISION
MATCHLINE:
SEE DWG BT120-CDP201
DRAINAGE STRUCTURE TABLE
STRUCTURE
STRUCTURE DETAILS
PIPES IN
PIPES OUT
CB TYPE 1 L
102-17
STA. 207+86.09 (1.36', RT)
IE 21.95 (SE)
RIM 24.97
CB TYPE 2 - 48"
IE 20.45 (W)
102-18
STA. 309+07.02 (32.09', RT)
IE 19.95 (S)
IE 19.95 (N)
RIM 25.35
TYPE C UNIT
FIL-3
STA SEE BT120-CDD501
IE 20.61 (E)
RIM 25.20
TYPE D UNIT
MWS-66
STA SEE BT120-CDD504
IE 21.93 (NW)
IE 21.41 (E)
RIM 25.55
Q Q
45 cn
W J
BRT General Engineering Consultant � U_
DATE: REVIEWED BY:
12/10/2024 J. ALTCHECH
1ZIAIP% f%^I IKITV \A/A@TC\A/ATCM TMCATAACAIT M11/101/1A1 Al^=O.
1. THE LPA PROGRAM MUST BE CONTACTED AT 206-477-5414 OR LPA.team@kingcounty.gov AT
LEAST (10) WORKING DAYS IN ADVANCE OF THE PRE -CONSTRUCTION CONFERENCE FOR THIS
PROJECT.
2. THE LPA PROGRAM MUST BE CONTACTED AT 206-477-5414 OR LPA.team@kingcounty.gov AT
LEAST (10) WORKING DAYS PRIOR TO THE CONSTRUCTION ACTIVITY WITHIN 50 FEET OF THE
KING COUNTY SEWER PIPE.
3. KING COUNTY SHALL BE PRVIDED A COPY OF THE "CONTRACTOR'S NOTICE TO PROCEED"
AND CONTRACTOR'S CONTACT INFORMATION PIOR TO THE START OF CONSTRUCTION.
SCALE:
1 "=20'
FILENAME:
S1-BT120-CDP102-106
SOUNDTRANSIT CONTRACT No.:
RTA/CN 0205-24
DATE: DATE:
12/10/2024 12/10/2024
UPDATES TO ROW AND
SEWER SEE SHEETS
BT120-RPP104
BT1 20-RPP201 -BT1 20-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 V4310 R-4332140
STRIDE BUS RAPID TRANSIT DRAWING No.:
SOUTH RENTON TRANSIT CENTER BT120-CDP102
BT105 FACILITY ID:
CIVIL BT120
SHEET No.: REV:
DRAINAGE PLAN
RAINIER STA 204+00 TO RAINIER STA 208+50 164 A
C'7
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