HomeMy WebLinkAboutR-4332148N
co
Xrefs:
xS1-BT120-VRX
xS 1-BT120-CDN
xS1-BTP120-CD
xS1-BTP120-CP
xBRT-CUD05-T
xS1-BTP120-GZ
xS1-BTP120-CA
0
xS1-BTP120-VS
1 1
xS1-BT120-CGP
xS 1-BT120-CM P
I-
xS1-BT120-APP
GB-SEAL-SS56324
xS 1-BT120-SG P301
xS1-BT120-RPP001
xS1-BT120-CZN002
xS1-BT120-CZN003
®R
LO
0
N
0
N
0
0
0
N_
H
m
0
N
0
0
O
c�
z
J
Z)
U)
z
0
z
O
m
O
0
U)
a
(D
_ .6
cf) m
W
a m
_o
�a
CL
N 0
N z
Y A
O 1
N
c' 0
N a_
o U No
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
MATCHLINE:
SEE DWG BT120-CDP203
DESIGNED BY:
S. SRIDHARAN
DRAWN BY:
H. ONG
CHECKED BY:
R. PARISH
APPROVED BY:
S. SRIDHARAN
[.FNIFRAI N nTFS-
LCPV IvnTPQ-
SEE BT120-CDD501-504 SHEETS FOR DRAINAGE DETAILS. O INSTALL CATCH BASIN TYPE 1 PER COR STD PLAN
200.00, WITH RECTANGULAR FRAME AND VANED GRATE
SEE BT120-CRY101-105 SHEETS FOR TYPICAL ROADWAY PER COR STD PLANS 204.00 AND 204.20, RESPECTIVELY.
SECTIONS.
INSTALL CATCH BASIN TYPE 2 PER COR STD PLAN 201.00,
3. SEE BT120-CSP101-107 SHEETS FOR SITE PREPARATION O WITH STORM ROUND FRAME AND COVER (PRIVATE) PER
PLANS. 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.
21 ADJUST RIM TO GRADE.
22 EXISTING SD PIPE TO REMAIN.
27 SAWCUT AND REMOVE SECTION OF EXISTING 30-INCH
STORM DRAIN PIPE. 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
30-INCH STORM DRAIN PIPES (E&W) AND THE NEW
12-INCH PIPE (SE) TO THE NEW CATCH BASIN PER
SPECIAL PROVISIONS 7-05.
9. PVC PIPE MATERIAL SHALL NOT BE USED FOR STORM SD O INSTALL CATCH BASIN TYPE 1 L PER COR STD PLAN
PIPE SPANS WITH 3 FEET OF COVER OR LESS. 39 200.10, WITH RECTANGULAR FRAME AND RECTANGULAR
SOLID METAL COVER PER COR STD PLANS 204.00 AND
10. ALL STRUCTURES SHALL BE HS 20 LOAD RATED UNLESS 204.10, RESPECTIVELY.
OTHERWISE NOTED. SEE CDD DETAIL SHEETS FOR
PROPRIETARY BMP LOADING CONSIDERATIONS
SRIII
WA SIyI`�
\!F�`C,
GO
N !\ O
5
oNAL SUBMITTED BY:
10-24-2025 R. PARGAS
INSTALL BIOFILTRATION SYSTEM TYPE A UNIT. SEE DWG.
41 BT120-CDD501 FOR DETAILS AND SPECIAL PROVISIONS
7-05.
BRT General Engineering Consultant
DATE: REVIEWED BY:
12/10/2024 1 J. ALTCHECH
QUj
JQ
VJ vJ
W J
J
SoUNDTRANSIT
DATE:
12/10/2024
DRAINAGE STRUCTURE TABLE
STRUCTURE
STRUCTURE DETAILS
PIPES IN
PIPES OUT
CB TYPE 1
205-49
STA. 202+59.88 (64.27', RT)
IE 24.67 (E)
RIM 27.69
CB TYPE 1
205-50
STA. 202+59.48 (83.08', RT)
IE 24.57 (W)
IE 24.57 (N)
RIM 27.97
CB TYPE 2-48"
205-51
STA. 151+86.32 (126.40', LT)
IE 21.29 (SE)
IE 21.29 (N)
RIM 29.15
CB TYPE 1L
IE 22.43 (N)
205-76
STA. 716+11.15 (93.44', RT)
IE 22.83 (E)
IE 21.61 (E)
RIM 26.61
CB TYPE 2-60"
IE 21.00 (S)
205-77
STA. 151 +86.65 (183.35', LT)
IE 19.79 (E) EX
I E 19.79 (W) EX
RIM 28.89
CB TYPE 1
205-78
STA. 203+19.47 (86.75', RT)
IE 23.98 (S)
IE 23.98 (N)
RIM 27.00
TYPE A UNIT
FIL -2
STA SEE BT120-CDD501
IE 23.01 (N)
RIM 27.01
SCALE:
1 "=20'
FILENAME:
S1-BT120-CDP201-205
CONTRACT No.:
RTA/CN 0205-24
DATE:
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 SCALE IN FEET
DEVELOPMENT ENGINEERING
msippo 11 /25/2025 R-4332148
STRIDE BUS RAPID TRANSIT DRAWING No.:
SOUTH RENTON TRANSIT CENTER BT120-CDP205
BT105 FACILITY ID:
CIVIL BT120
SHEET No.: REV:
DRAINAGE PLAN
S RENTON TRANSIT CENTER 172 A
N
T
O
O
N
CU
LO
0)
O
0
O
T
co
0
0
N
Q
J