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.