dwg version establisheduniform fxhl smsgtypical … track standards... · 12* rail brace weld-on...
TRANSCRIPT
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Date
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Rev
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Plan Number
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REFERENCE:
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Sheet
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Drawn
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Approved
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Checked
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No.
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Revision
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Date
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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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0
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0
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GTS-2714
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DEC 23/2018
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1 OF 1
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MR. C
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GWM
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GO TRANSIT #8-115lb INS CT SPP PS
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UNIFORM FXHL SMSG
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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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10
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C
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L
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BWOS WELDING DETAIL
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TYPICAL AWOS ASSEMBLY
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ANGLED WELD-ON STOP
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TYPICAL UPPERDECK WEDGE PLATE ASSEMBLY
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TYPICAL S.M.S.G. FROG ASSEMBLY
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(NOTE: SEE TYPICAL BWOS WELDING DETAIL)
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TYPICAL WEDGE PLATE 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 8018 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 8018 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 8 - 115
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A
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1
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2
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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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B
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1
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2
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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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C
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1
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2
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1. MONTH PRODUCED
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2. YEAR PRODUCED
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1
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2
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15
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22-7
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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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10mm
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160mm
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118mm
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300mm
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SECTION PROPERTIES
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ROD
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POSITION FROM
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POINT OF SWITCH
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1
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2
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1'5"
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4'6"
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1
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2
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5
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12
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A
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4
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5
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16
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14
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14
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5
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4
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G
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H
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12
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5
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2
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10
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B
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13
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5
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5
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13
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C
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13
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5
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8
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5
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6
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5
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13
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D
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4
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5
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14
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7
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5
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8
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19
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14
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5
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4
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E
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4
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9
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20
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16
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20
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9
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4
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F
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4
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18
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17
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16
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17
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18
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4
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TIE LENGTH 17'0"
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TURNOUT DATA
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NUMBER
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ANGLE
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LENGTH
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SPREAD
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TOE
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HEEL
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TOTAL
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TOE
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HEEL
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FROG
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S.M.S.G.
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SWITCH
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TURNOUT
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TRACK GAUGE
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CURVE ON CENTER LINE
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CLOSURE
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CURVED
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STRAIGHT
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RADIUS
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DEGREE
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LENGTH
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HEEL SPREAD
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ANGLE
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VERTEX DISTANCE
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THROW
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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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7%%D09'10"
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2'11"
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6'0"
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8'11"
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3 7/8"
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9 15/32"
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2'0 1/4"
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0"
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16'6"
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6 1/4"
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1%%D42'01"
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1'0 5/8"
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4 3/4"
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67'10 3/4"
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11%%D50'42"
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484'6 27/32"
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48'5 3/4"
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48'8 1/16"
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4'8 1/2"
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8
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1'-7"
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5'-6"
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4'-8 1/2" %%P1/8"
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H
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G
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F
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E
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D
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C
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B
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A
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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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POINT OF
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SWITCH
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LENGTH OF SWITCH 16'-6"
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HEEL
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ACTUAL LEAD 67'-10 3/4"
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LENGTH OF TURNOUT 100'-5"
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1/2" POINT
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1'-8"
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1'-7"
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1'-6"
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1'-7"
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3@1'-8"
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2@1'-7"
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2@1'-6"
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1'-8"
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2@1'-10"
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6@1'-8"
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1'-10"
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5@1'-8"
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9@1'-10"
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1'-8"
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1'-6"
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-1'-10"
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-0'-3"
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0'-0"
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1'-5"
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3'-0"
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4'-6"
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6'-1"
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7'-9"
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9'-5"
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11'-1"
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12'-8"
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14'-3"
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15'-9"
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17'-3"
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18'-11"
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20'-9"
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22'-7"
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24'-3"
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25'-11"
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27'-7"
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29'-3"
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30'-11"
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32'-7"
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34'-5"
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36'-1"
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37'-9"
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39'-5"
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41'-1"
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42'-9"
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44'-7"
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46'-5"
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48'-3"
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50'-1"
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51'-11"
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53'-9"
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55'-7"
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57'-5"
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59'-3"
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60'-11"
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62'-5"
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64'-1"
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65'-9"
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67'-5"
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68'-11"
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70'-5"
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71'-11"
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73'-5"
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75'-1"
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76'-9"
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78'-7"
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80'-7"
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82'-7"
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84'-7"
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86'-7"
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88'-7"
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90'-7"
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92'-7"
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94'-7"
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96'-7"
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98'-7"
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4@1'-6"
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3@1'-8"
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2@1'-8"
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1'-10"
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10@2'-0"
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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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3
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3
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NOTE:
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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 PATENTED INSULATED MULTI-STACK DESIIGN.
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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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10. TIES 51-58 ARE 15' OR OVER IN LENGTH.
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11. TRANSITION TIES NOT INCLUDED IN TURNOUT PACKAGE.
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12. 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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13. HEADBLOCK TIES ARE FIELD-DRILLED TO ACCEPT POWER OR MANUAL SWITCH STANDS.
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(TIES 17, 18, 38 & 47)
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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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14. =MECHANICAL JOINT LOCATIONS TO BE FIELD WELDED OR REMAIN AS STANDARD JOINTS
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15. =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 NARSTCOPART NO. QTY
1 ADJUSTABLE RAIL BRACE 8014 102 RAIL BRACE SERRATED WASHER 8015 24
3# RAIL BRACE HOOK-IN SHOULDER 8016 684 NARSTCO HOOK-IN SHOULDER 4010 2885 'e' CLIP ('e' TYPE CLIP) 'e' CLIP 444
6 STEEL WEDGE PLATE 14S,14T,15S,15T 4
7 NYLON WEDGE PLATE 16S,16T 28* WEDGE PLATE PIN 14,15,16 69 'J' CLIP NJ1 32
10 FROG CLAMP (S.M.S.G.) 8018 1411 L/H 'e' CLIP Ne2 512* RAIL BRACE WELD-ON SHOULDER BWOS 2413* WELD-ON SHOULDER WOS 5814 INSULATOR HD-10 38015 OFFSET INSULATING PAD 5 1/2" 3020 1216 NARSTCO INSULATING PAD 5 1/2" IN-0030 14017 INSULATED JOINT INSULATOR J7819 818 INSULATED JOINT CLIP e2063 819 CUSTOM INSULATOR PAD 16,45,46 420 JOINT BAR INSULATOR N8J-HD 32
PLAN #GTS-0001-REV1GTS-0008-REV1
GTS-0820-1/2WESTERN CULLEN HAYES REFERENCES
7ST235R-19-207ST235L-19-20
LEGEND * WELDED TO TIE DURING MANUFACTURING
# INSTALLED ON TIE DURING MANUFACTURING
BILL OF MATERIALS FOR GTS-2714
GEOMETRY FOR NO.8 TURNOUTS
SOLID MANGANESE STEEL SELF GUARDED FROGS
SWITCH POINT GUARD FOR CHANNEL TIE RIGHT HANDSWITCH POINT GUARD FOR CHANNEL TIE LEFT HAND
TURNOUT COMPONENT
GO TRANSIT REFERENCESTITLE
NO.8 TURNOUT -115 LB RAIL-16'-6" SAMSON POINT SWITCH, UNIFORM RISER DESIGN WOOD TIES
BILL OF MATERIALS FOR GTS-2714 Page 1 of 1