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610
CONCRETE
CURB
98% COMPACTED
GRANULAR BASE
ASPHALT SURFACING
GALVANIZED ANGLE WITH
THREADED ROD @ 4' O/C.
ROD IS TO BE INSERTED
INTO TONGUE OF PANEL
ASPHALT SURFACING
610
1220
GALVANIZED ANGLE
WITH THREADED ROD
@ 4' O/C
ANCHOR LOCATIONS
INTO CONCRETE
CURB (4 PER PANEL)
HILTI CONCRETE ANCHOR
KB3 304SS C
1
4
" X 3"
CONCRETE CURB
UNDERNEATH
LIMESTONE SCREENING
WITH GLYCOL SNOW
MELT SYSTEM
BEARING FEET
GALVANIZED THREADED
ROD WELDED TO
GALVANIZED ANGLE
RIGID INSULATION
76
10
0
10
0
ALLOW FOR 2%
SLOPE TO TRACK
TACTILE TRANSIT TILE
AT-GRADE STRUCTURAL PANEL
VARIES 152 152
64
12 DIA. BOLT
HOLE
6mm THICK NEOPRENE
BEARING PAD ON CURB
SS 10mm Ø BOLT,
WASHER & LOCK WASHER
VARIES
SECTION A-A
SECTION B-B
ANGLE AND ROD DETAIL
PLAN VIEW
A
A
B
NOTE:
THIS DRAWING IS PROVIDED FOR INSTRUCTIONAL DESIGN PURPOSE ONLY BASED ON METROLINX GO TRANSIT DESIGN GUIDELINES AND
REQUIREMENTS. THE CONSULTANT SHALL VERIFY FOR LOCAL CODE COMPLIANCE, EXISTING SITE CONDITIONS AND INTER DISCIPLINARY DRAWING
COORDINATION. ALL DIMENSIONS AND SPECIFICATIONS SHOULD BE VERIFIED BY CONSULTANT AND/OR CONTRACTOR BEFORE ACTUAL
CONSTRUCTION BEGINS.
TACTILE TILE SYSTEM PLATFORM PLAN, SECTIONS, AND
DETAILS
GALVANIZED THREADED
ROD WELDED TO
GALVANIZED ANGLE
SECTION B-B
COLD ASPHALT OR FAST-CURE SIKA TRANSITION
170
610
ASPHALT
SURFACING
76
170
TEMPORARY
TRANSITION COVER
COUNTER-SUNK
TAPCONS
YELLOW EPOXY,
NON-SLIP SURFACE
FAST-CURE SIKA
(APPROX. 45 MIN.
CURE TIME)
SECTION A-A
VARIES 152 152
64
12 DIA. BOLT
HOLE
ANGLE AND ROD DETAIL
LIMITS OF EXISTING ASPHALT TO BE
REMOVED. APPROXIMATELY 780mm
FROM FRONT FACE OF CURB.
SECTION A-A
TEMPORARY TRANSITION
COVER DETAIL
NOTE:1. THIS DRAWING IS PROVIDED FOR INSTRUCTIONAL DESIGN PURPOSE ONLY BASED ON METROLINX GO TRANSIT DESIGN GUIDELINES AND REQUIREMENTS. THE CONSULTANT SHALL VERIFY FORLOCAL CODE COMPLIANCE, EXISTING SITE CONDITIONS AND INTER DISCIPLINARY DRAWING COORDINATION. ALL DIMENSIONS AND SPECIFICATIONS SHOULD BE VERIFIED BY CONSULTANT AND/ORCONTRACTOR BEFORE ACTUAL CONSTRUCTION BEGINS.
2. THE TRANSITION GAP BETWEEN REMOVED ASPHALT AND TACTILE TILE TO BE FILLED WITH COLD ASPHALT OR FAST CURE SIKA MORTAR.
3. SCREENING TO BE ADDED OR REMOVED AS NECESSARY TO ENURE THAT FINISHED INSTALLATION IS FLUSH WITH TOP OF PLATFORM.
4. PLATFORM SERVICE MUST REMAIN OPERATIONAL DURING ALL STAGES OF TACTILE TILE INSTALLATION.
5. "AT-GRADE STRUCTURAL PANEL" REFERS TO STRUCTURAL REINFORCED POLYMER COMPOSITE DECK PANELS TO BE INSTALLED AND SUPPLIED BY CONTRACTOR. CONSULTANT/CONTRACTORSHALL SUBMIT ALL APPLICABLE MANUFACTURER'S DATA, SHOP DRAWINGS AND GUARANTEE OF THE PRODUCT IN ACCORDANCE WITH SPECIFIED SUBMITTAL PROCEDURES.
LIMITS OF EXISTING ASPHALT TO BE REMOVED.
APPROXIMATELY 780mm FROM FRONT FACE OF CURB.