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Plan Number
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REFERENCE:
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Approved
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Revision
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By Approved
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Standard
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VP Engineering & Asset Management
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DWG VERSION ESTABLISHED
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18/12/23
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GTS-2705
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DEC 23/2018
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GO TRANSIT #10-115lb INS CT SPP PS
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UNIFORM FLHL RBM 13' GUARD RAIL
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METRIC CONVERSION: 1 inch=25.4mm, 1 foot=304.8mm
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TYPICAL RAIL BRACE ASSEMBLY
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TYPICAL INSULATED RAIL ASSEMBLY
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H10 SECTION
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TYPICAL BWOS WELDING DETAIL
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BWOS WELDING DETAIL
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TYPICAL WOS & AWOS ASSEMBLY
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ANGLED WELD-ON STOP
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TYPICAL UPPERDECK WEDGEPLATE ASSEMBLY
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TYPICAL WEDGEPLATE ASSEMBLY
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TYPICAL JOINT BAR ASSEMBLY FOR INSULATED TRACK
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(OPTIONAL:SEE NOTE 8)
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TYPICAL INSULATED JOINT BAR ASSEMBLY
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IN PRACTICE:
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- LOCATE 8017 FROG CLAMP AS SHOWN IN DETAIL
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- PLACE BWOS AGAINST FROG CLAMP ON TIE CENTER
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- TRACK WELD BWOS IN PLACE
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- USING 7018 WEELDING ROD, 3/16" OR BIGGER, PLACE
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1/2" FILLET WELD ON OUTSIDE EDGES OF BWOS
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- DRIVE 8017 FROG CLAMP IN FROM RIGHTHAND SIDE
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- INSTALL SERRATED WASHER AND THEN CLIP
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- FOR MORE DETAILED INSTRUCTIONS, SEE S.O.P MG 045
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TIE MARKINGS
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TIE BUNDLE LABLE FORMAT
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NARSTCO 10 - 115
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1. TURNOUT NUMBER
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2. RAIL WEIGHT
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B1967 1 OF 1
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1. BATCH NO. FOR QUALITY ASSURANCE
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IDENTIFICATION
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SEPTEMBER 2018
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1. MONTH PRODUCED
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2. YEAR PRODUCED
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1. TIE NUMBER
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2. DISTANCE FROM CENTERLINE
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OF FIRST TIE
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SECTION PROPERTIES
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TIE SPACING
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CUMULATIVE DISTANCE
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FROM POINT OF SWITCH TO
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THE CENTER OF THE TIE
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4'-8 1/2" %%P1/8"
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POSITION FROM
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POINT OF SWITCH
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TIE LENGTH 17'0"
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POINT OF
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LENGTH OF SWITCH 16'-6"
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ACTUAL LEAD 81'-6 1/2"
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LENGTH OF TURNOUT 121'-11"
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1/2" POINT
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2@1'-10"
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10@1'-8"
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14@1'-10"
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2@1'-10"
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11@2'-0"
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SWITCH PLATE
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WELD-ON STOP
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TYPICAL R.B.M. FROG CLAMP ASSEMBLY
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(NOTE: SEE TYPICAL BWOS WELDING DETAIL)
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TYPICAL GUARDRAIL FROG CLAMP ASSEMBLY
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TIES (46, 48, 50, 52)
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TYPICAL GUARDRAIL BRACE ASSEMBLY
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TIES (47, 49, 51)
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TURNOUT DATA
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TRACK GAUGE
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CURVE ON CENTER LINE
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CLOSURE LENGTH
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STRAIGHT
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HEEL SPREAD
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VERTEX DISTANCE
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ACTUAL LEAD
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TANGENT ADJACENT TO TOE OF FROG
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TANGENT ADJACENT TO HEEL OF SWITCH
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5%%D43'29"
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6'7 1/2"
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18'5 1/2"
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1'2 11/16"
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4'8 1/8"
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1%%D42'01"
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1'0 5/8"
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81'6 1/2"
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7%%D44'25"
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740'9 1/2"
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58'6 13/16"
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4'8 1/2"
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ACTUAL LENGTH
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STRAIGHT
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36'7 13/16"
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2. SEQUENTIAL NUMBER IN BATCH
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WEIGHT OF BAR: 30.8kg/m
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YIELD STRENGTH: 345MPa (min)
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SECTION MODUL II: Z TOP=153 X 10 mm
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: Z BOT=79.7 X 10 mm
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1. TRANSITION TIES ARE FLAT SEAT DESIGN (NO CANT) REF. GTS-2106.
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2. LABELS A, B & C AFFIXED TO TOP TIE IN EVERY BUNDLE ONLY.
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3. TO AVOID VARIANCE IN RAIL GAUGE, DUE TO RAIL HEAD TO BASE ECCENTRICITY,
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ENSURE THAT THE RAIL BRAND OF ALL RAILS FACES IN THE SAME DIRECTION.
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4.a. UNIFORM RISER PLATE THICKNESS: - 1/4" FOR TIES 2 TO 12
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- 3/16" FOR TIE 13
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- 1/8" FOR TIE 14
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- 1/16" FOR TIE 15
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5. TIES WILL BE PUNCHED FOR 7/8" DIA. INSPECTION HOLES, LOCATION VARIES WITH RAIL POSITION.
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6. POINT AND FROG AREA TIES ARE NARSTCO PATENDED INSULATED MULTI-STACK DESIGN.
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NARSTCO PATENT NO.7731099.
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7. USE OFF-SET RAIL PADS IN RAIL SEATS FOR TIES WITH HOLES PUNCHED OFF CENTER,
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8. JOINT BARS SHOULD BE USED AS NECESSARY, JOINTS CAN BE WELDED TO PRODUCE
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9. ADJUSTABLE MJ CLIPS WITH VERTICAL SWITCH RODS SHOULD BE USED IN CHANNEL TIES.
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13. TRANSITION TIES NOT INCLUDED IN TURNOUT PACKAGE.
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14. IF ZERO POINT SWITCH POINTS ARE USED, A NOMINAL 3/8" WIDE GAUGE WILL OCCURE AT
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AND WILL TAPER BACK TO STANDARD GAUGE THROUGH THE SWITCH
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15. HEADBLOCK TIES ARE FIELD-DRILLED TO ACCEPT POWER OR MANUAL SWITCH STANDS.
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CONTINUOUS RAIL IF REQUIRED.
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THE POINT OF SWITCH
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AREA BEFORE THE HEEL.
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4.b. UNIFORM RISER PLATES SHALL CONFORM WITH LATEST ISSUES OF ASTM A36.
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10. HEELS ARE FLOATING AND POINTS ARE EXTENDED. POINT LENGTHS ARE 38'5".
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11. WELD ON STOPS ARE USED ON THE FOLLOWING TIES FOR POINTS FLEX (SEE DETAIL B):
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*= 3/4" FOR TIE 13
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12. TIES 60-70 ARE 15' OR OVER IN LENGTH.
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(TIES 18, 19,45 & 56)
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1/2" PF TO END
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OF GUARDRAIL
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16. =MECHANICAL JOINT LOCATIONS TO BE FIELD WELDED OR REMAIN AS STANDARD JOINTS
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17. =INSULATED JOINT LOCATIONS TO BE INSTALLED WHEN TRACK CIRCUITS EXIST OR ARE
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AS DIRECTED BY METROLINX.
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REQUIRED AND SHALL BE THE CONTINUOUS GLUED TYPE WITH THE INSULATED JOINT
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UNDRILLED (BLANKED) RAIL ENDS FIELD WELDED.
ITEM DESCRIPTION
1 ADJUSTABLE RAIL BRACE2 RAIL BRACE SERRATED WASHER
3# RAIL BRACE HOOK-IN SHOULDER4 NARSTCO HOOK-IN SHOULDER5 'e' CLIP ('e' TYPE CLIP)6 WEDGE PLATE7* WEDGE PLATE PIN8 'J' CLIP9 FROG CLAMP (R.B.M.)
10 L/H 'e' CLIP11* RAIL BRACE WELD-ON SHOULDER12* WELD-ON SHOULDER13 INSULATOR14 OFFSET INSULATING PAD 5 1/2"15 NARSTCO INSULATING PAD 5 1/2"16 INSULATED JOINT INSULATOR17 INSULATED JOINT CLIP18 CUSTOM INSULATOR PAD19 JOINT BAR INSULATOR20^ FROG CLAMP (S.M.S.G)
PLAN #GTS-0016-REV1
GTS-1125VOESTALPINE NORTRAK REFERENCES
PLAN #D10948
WESTERN CULLEN HAYES REFERENCES7ST235R-19-207ST235L-19-20
TIE NUMBER 45 46 47 48 49 50 51 52 53THROUGH RAIL AFC ARB AFC AFC ARB AFC ARB ARB AFCTURNOUT RAIL AFC ARB AFC AFC ARB AFC ARB ARB AFC
* WELDED TO TIE DURING MANUFACTURINGLEGEND
# INSTALLED ON TIE DURING MANUFACTURING^ TO BE INSTALLED ON SWITCH POINT PROTECTOR
8015
NJ114,15,16,17
14S,14T,15S, 15T,16S,16T, 17S, 17T 'e' CLIP
40108016
8017
8018N8J-HD16,17,55e2063J78193025
1246658465
WOSBWOS
Ne2
3020HD-10
8
NO. 10 TURNOUT-115 LB. RAIL LIGHT DUTY 16'6" GEOMETRY 38'5" POINT LENGTH SAMSON SWITCH UNIFORM RISER DESIGN WOOD TIES
11646
232588
162
BILL OF MATERIALS FOR GTS-2705
350
QTY
SWITCH POINT GUARD FOR CHANNEL TIE RIGHT HAND
TURNOUT COMPONENT
GO TRANSIT REFERENCESTITLE
NARSTCO PART NO.
8014 18
NO.10-115LB RBM FROG
8578
SWITCH POINT GUARD FOR CHANNEL TIE LEFT HAND
FROG CLAMP (AFC) & RAIL BRACE (ARB) LOCATION FOR GUARD RAILS
TITLE
2632
GUARD RAILS TEE RAIL DESIGN WITH PLANED FLARES AND FLAT PLATES
BILL OF MATERIALS FOR GTS-2705 Page 1 of 1
