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1 06/13/2025 LPD AJF
0 12/10/2024 LPD DJP
No. DATE DSN CHK
TACTILE STRIP RECESS, TYP
CONC CURB PER CIVIL, TYP -
n12
n13
1.4
24'-0"
24'-0"
24'-0"
TVD AL
AL
I ... D
46
BT120-SGD113
I I E 6I
BT120-S(-,D113
_ " L J
ADA TACTILE cf)
STRIP RECESS 3"
AE ADDENDUM #1
AE ISSUED FORBID
APP REVISION
8" THICKENED SOG,
3'-0" X 3'-011
,
CTR ON POST
RAMP PER CIVIL, TYP
PC2 PC2 1
PC2 �rt_c���QF
TVM PYLON
GB12x12 — — GB12x12 GB 2x12 rr—n
10
PC2
A TYP 1 2 SIM
BT120-SGE111 BT120-SGD162 BT120-SGD162
U)�
DESIGNED BY:
L. DOWELL
DRAWN BY:
R. MUNRO
CHECKED BY:
A. FORTNER
APPROVED BY:
A. ESPARZA
SOG PLATFORM,
SLOPES PER CIVIL
FOUNDATION PLAN - CANOPY - SECTOR A
SCALE: 1/8" = V-0"
2/June/2025
BT120-SGP100
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BRT General Engineering Consultant z U-
SUBMITTED BY: DATE: REVIEWED BY:
R. PARGAS 12/10/2024 J. ALTCHECH
SL
SCALE:
M;Vmr=" 1/8" = 1'-0"
FILENAME:
S 1-BT120-S-v2020
SOUNDTRANSIT CONTRACT No.:
RTA/OA 0206-19
DATE: SUBMITTAL DATE:
12/10/2024 12/10/2024
GENERAL NOTES:
1. LEVEL 01 - CANOPY SECTOR A REFERENCE ELEVATION IS 22--4"
REFER TO CIVIL DRAWINGS FOR ELEVATION AND SLOPE OF
SLAB ON GRADE.
2. SLAB ON GRADE IS 6-INCHES THICK MINIMUM. REFER TO CIVIL
AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL
INFORMATION. REINFORCE PER TYPICAL DETAILS. SLAB ON
GRADE SHALL BE PLACED ATOP COMPACTED STRUCTURAL FILL
IN ACCORDANCE WITH GEOTECHNICAL REPORT.
3. () INDICATES TOP OF PILE CAP ELEVATION. ALL PILE CAPS
AND PILES SHALL BEAR ON SUBGRADE IN ACCORDANCE WITH
THE GEOTECHNICAL REPORT. TOP OF PILE CAP ELEVATION IS
AT REFERENCE ELEVATION UNLESS NOTED OTHERWISE.
4. "PC#" INDICATES PILE CAP MARK. SEE TYPICAL PILE AND PILE
CAP DETAILS AND SCHEDULES FOR SIZE, REINFORCING, AND
ADDITIONAL INFORMATION.
5. "GB#" INDICATES GRADE BEAM MARK. SEE TYPICAL GRADE
BEAM DETAILS AND SCHEDULES FOR SIZE, REINFORCING,
AND ADDITIONAL INFORMATION.
6. COLUMNS SHOWN IN THE VIEW ARE PART OF THE MAIN
LATERAL FORCE RESISTING SYSTEM.
7. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE,
EXTENT, AND LOCATION OF CONCRETE CURBS,
HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS,
BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS.
REINFORCE PER TYPICAL DETAILS.
C D
PLATFORM
E
F
G
H
CORE
FACILITY
1)11� KEY PLAN
N
8 4 0 8 16
SCALE IN FEET
DEVELOPMENT ENGINEERING
R-4332272
msippo 11 /25/2025 U1
STRIDE BUS RAPID TRANSIT DRAWING NO.:
BT120-SFP212
SOUTH RENTON TRANSIT CENTER
BT105 FACILITY ID:
STRUCTURAL BT120
SHEET No: REV:
FOUNDATION PLAN
CANOPY - SECTOR A 350 1