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1 06/13/2025 LPD AJF
0 12/10/2024 LPD DJP
No. DATE DSN CHK
1'- 3 1/2" REF
1'-31/2"
TYP, UNO
AE ADDENDUM #1
AE ISSUED FORBID
APP REVISION
C2.4
tx
N O
11 1 /2"
TYP, UNO
DESIGNED BY:
L. DOWELL
DRAWN BY:
R. MUNRO
CHECKED BY:
A. FORTNER
APPROVED BY:
A. ESPARZA
2/June/2025
CORE FACILITY OVERALL FOUNDATION PLAN
SCALE: 3/16" = 1'-0"
SUBMITTED BY:
R. PARGAS
BT120-SFP001
TOP BAR REINFORCING SCHEDULE
MARK
DETAILS
NOTE
T1
(5) #5 @ 12" OC X 9'-2"
W/ STD HOOK
T2
(5) #5 @ 12" OC X 15'-0"
W/ STD HOOK AT BOTH ENDS
T3
(5) #5 @ 12" OC X 10--0"
-
T4
(5) #5 @ 12" OC X 12'4"
W/ STD HOOK AT BOTH ENDS
T5
(6) #5 @ 12" OC X 10--0"
-
T6
(7) #5 @ 12" OC X 15'-0"
W/ STD HOOK AT BOTH ENDS
T7
(20) #5 @ 6" OC X 40'-0"
-
T8
(10) #5 @ 12" OC X 19'-2"
W/ STD HOOK
T9
(7) #5 @ 12" OC X 14'-2"
W/ STD HOOK
T10
(5) #5 @ 12" OC X 14'-2"
W/ STD HOOK
BOTTOM BAR REINFORCING SCHEDULE
MARK
DETAILS
NOTE
B1
(3) #5 @ 12" OC X 4'-6"
W/ STD HOOK AT BOTH ENDS
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BRT General Engineering Consultant z U_
DATE:
12/10/2024
REVIEWED BY:
J. ALTCHECH
2.A
2.0
2.E
I.
GENERAL NOTES:
2.17
1. LEVEL 01 - CORE FACILITY REFERENCE ELEVATION IS 28'-2". TOP OF SLAB IS AT REFERENCE LEVEL.
2. SLAB ON GRADE IS 10-INCHES THICK. REINFORCE AS INDICATED ON PLAN. 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. SEE FRAMING ELEVATIONS FOR INFORMATION ON MAIN LATERAL FORCE -RESISTING SYSTEM.
6. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, EXTENT, AND LOCATION OF CONC CURBS,
HOUSEKEEPING PADS, CMU WALLS, PLANTER WALLS, BOLLARDS, EDGE ANGLES, AND SLAB PENETRATIONS.
REINFORCE PER TYP DETAILS.
SCALE:
M;Vmr=" 3/16" = 1'-0"
FILENAME:
S 1-BT120-S-v2020
SOUNDTRANSIT CONTRACT No.:
RTA/OA 0206-19
DATE: SUBMITTAL DATE:
12/10/2024 12/10/2024
C D
PLATFORM
4E
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CORE
FACILITY
1)11� KEY PLAN
8 4 0 8 16
SCALE IN FEET
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VELOPMENT ENGINEERING
R-4332276 11 /25/2025 U1
STRIDE BUS RAPID TRANSIT DRAWING NO.:
SOUTH RENTON TRANSIT CENTER BT120-SFP221
BT105 FACILITY ID:
STRUCTURAL BT120
SHEET No: REV:
OVERALL FOUNDATION PLAN
CORE FACILITY 354 1