typical rail brace assemblytypical insulated ... track standards/go...typical rail brace assembly...

AutoCAD SHX TextTYPICAL RAIL BRACE ASSEMBLY

AutoCAD SHX TextTYPICAL INSULATED RAIL ASSEMBLY

AutoCAD SHX TextH10 SECTION

AutoCAD SHX TextTYPICAL BWOS WELDING DETAIL

AutoCAD SHX Text9

AutoCAD SHX TextC

AutoCAD SHX TextL

AutoCAD SHX TextBWOS WELDING DETAIL

AutoCAD SHX TextTYPICAL WOS & AWOS ASSEMBLY

AutoCAD SHX TextANGLED WELD-ON STOP

AutoCAD SHX TextTYPICAL UPPERDECK WEDGE PLATE ASSEMBLY

AutoCAD SHX TextTYPICAL R.B.M. FROG CLAMP ASSEMBLY

AutoCAD SHX Text(NOTE: SEE TYPICAL BWOS WELDING DETAIL)

AutoCAD SHX TextTYPICAL JOINT BAR ASSEMBLY FOR INSULATED TRACK

AutoCAD SHX Text(OPTIONAL:SEE NOTE 8)

AutoCAD SHX TextTYPICAL INSULATED JOINT BAR ASSEMBLY

AutoCAD SHX TextIN PRACTICE:

AutoCAD SHX Text- LOCATE 8017 FROG CLAMP AS SHOWN IN DETAIL

AutoCAD SHX Text- PLACE BWOS AGAINST FROG CLAMP ON TIE CENTER

AutoCAD SHX Text- TRACK WELD BWOS IN PLACE

AutoCAD SHX Text- USING 7018 WEELDING ROD, 3/16" OR BIGGER, PLACE

AutoCAD SHX Text1/2" FILLET WELD ON OUTSIDE EDGES OF BWOS

AutoCAD SHX Text- DRIVE 8017 FROG CLAMP IN FROM RIGHTHAND SIDE

AutoCAD SHX Text- INSTALL SERRATED WASHER AND THEN CLIP

AutoCAD SHX Text- FOR MORE DETAILED INSTRUCTIONS, SEE S.O.P MG 045

AutoCAD SHX TextTIE MARKINGS

AutoCAD SHX TextTIE BUNDLE LABLE FORMAT

AutoCAD SHX TextNARSTCO 10 - 115

AutoCAD SHX TextA

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text1. TURNOUT NUMBER

AutoCAD SHX Text2. RAIL WEIGHT

AutoCAD SHX TextB1967 1 OF 1

AutoCAD SHX TextB

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text1. BATCH NO. FOR QUALITY ASSURANCE

AutoCAD SHX TextIDENTIFICATION

AutoCAD SHX TextSEPTEMBER 2018

AutoCAD SHX TextC

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text1. MONTH PRODUCED

AutoCAD SHX Text2. YEAR PRODUCED

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text15

AutoCAD SHX Text23-11

AutoCAD SHX Text1. TIE NUMBER

AutoCAD SHX Text2. DISTANCE FROM CENTERLINE

AutoCAD SHX TextOF FIRST TIE

AutoCAD SHX Text10mm




AutoCAD SHX TextSECTION PROPERTIES

AutoCAD SHX TextROD

AutoCAD SHX TextPOSITION FROM

AutoCAD SHX TextPOINT OF SWITCH

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text1'5"


AutoCAD SHX TextA

AutoCAD SHX TextG

AutoCAD SHX TextH

AutoCAD SHX TextB

AutoCAD SHX TextC

AutoCAD SHX TextE

AutoCAD SHX TextF

AutoCAD SHX TextTURNOUT DATA

AutoCAD SHX TextNUMBER

AutoCAD SHX TextANGLE

AutoCAD SHX TextLENGTH

AutoCAD SHX TextSPREAD

AutoCAD SHX TextTOE

AutoCAD SHX TextHEEL

AutoCAD SHX TextTOTAL

AutoCAD SHX TextTOE


AutoCAD SHX TextFROG

AutoCAD SHX TextR.B.M.

AutoCAD SHX TextSWITCH

AutoCAD SHX TextTURNOUT

AutoCAD SHX TextTRACK GAUGE

AutoCAD SHX TextCURVE ON CENTER LINE

AutoCAD SHX TextCLOSURE LENGTH

AutoCAD SHX TextCURVED

AutoCAD SHX TextSTRAIGHT

AutoCAD SHX TextRADIUS

AutoCAD SHX TextDEGREE

AutoCAD SHX TextLENGTH

AutoCAD SHX TextHEEL SPREAD

AutoCAD SHX TextANGLE

AutoCAD SHX TextVERTEX DISTANCE

AutoCAD SHX TextTHROW

AutoCAD SHX TextACTUAL LEAD

AutoCAD SHX Text5%%D43'29"




AutoCAD SHX Text1'1 53/64"



AutoCAD SHX Text6 1/4"


AutoCAD SHX Text0"

AutoCAD SHX Text4 3/4"



AutoCAD SHX Text807.2'




AutoCAD SHX Text10

AutoCAD SHX TextDate

AutoCAD SHX TextRev

AutoCAD SHX TextPlan Number

AutoCAD SHX TextREFERENCE:

AutoCAD SHX TextSheet

AutoCAD SHX TextDrawn

AutoCAD SHX TextApproved

AutoCAD SHX TextChecked

AutoCAD SHX TextNo.

AutoCAD SHX TextRevision

AutoCAD SHX TextDate

AutoCAD SHX TextBy Approved

AutoCAD SHX TextStandard

AutoCAD SHX TextVP Engineering & Asset Management

AutoCAD SHX TextDWG VERSION ESTABLISHED

AutoCAD SHX Text19/03/15

AutoCAD SHX Text0

AutoCAD SHX Text0

AutoCAD SHX TextGTS-2709

AutoCAD SHX TextMAR 15/2019

AutoCAD SHX Text1 OF 1

AutoCAD SHX TextNARSTCO 2709

AutoCAD SHX TextMR. C

AutoCAD SHX TextGWM

AutoCAD SHX TextGO TRANSIT #10-115lb INS CT PS

AutoCAD SHX TextUNIFORM FLHL RBM 13' GUARD RAIL

AutoCAD SHX TextTIE SPACING

AutoCAD SHX TextCUMULATIVE DISTANCE

AutoCAD SHX TextFROM POINT OF SWITCH TO

AutoCAD SHX TextTHE CENTER OF THE TIE

AutoCAD SHX Text4'-8 1/2" %%P1/8"

AutoCAD SHX Text5'-6"

AutoCAD SHX TextH

AutoCAD SHX TextG

AutoCAD SHX TextF

AutoCAD SHX TextE

AutoCAD SHX TextD

AutoCAD SHX TextC

AutoCAD SHX TextB

AutoCAD SHX TextA

AutoCAD SHX TextTIE LENGTH 17'0"

AutoCAD SHX TextPOINT OF

AutoCAD SHX TextSWITCH


AutoCAD SHX TextLENGTH OF SWITCH 23'-2"

AutoCAD SHX TextACTUAL LEAD 81'-6 1/2"

AutoCAD SHX TextLENGTH OF TURNOUT 120'-4"

AutoCAD SHX Text-0'-3"







































































AutoCAD SHX Text1/2" POINT





AutoCAD SHX Text4@1'-10"











AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX Text6

AutoCAD SHX Text7

AutoCAD SHX Text8

AutoCAD SHX Text9

AutoCAD SHX Text10

AutoCAD SHX Text11

AutoCAD SHX Text12

AutoCAD SHX Text13

AutoCAD SHX Text14

AutoCAD SHX Text15

AutoCAD SHX Text16

AutoCAD SHX Text17

AutoCAD SHX Text18

AutoCAD SHX Text19

AutoCAD SHX Text20

AutoCAD SHX Text21

AutoCAD SHX Text22

AutoCAD SHX Text23

AutoCAD SHX Text24

AutoCAD SHX Text25

AutoCAD SHX Text26

AutoCAD SHX Text27

AutoCAD SHX Text28

AutoCAD SHX Text29

AutoCAD SHX Text30

AutoCAD SHX Text31

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AutoCAD SHX Text33

AutoCAD SHX Text34

AutoCAD SHX Text35

AutoCAD SHX Text36

AutoCAD SHX Text37

AutoCAD SHX Text38

AutoCAD SHX Text39

AutoCAD SHX Text40

AutoCAD SHX Text41

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AutoCAD SHX Text43

AutoCAD SHX Text44

AutoCAD SHX Text45

AutoCAD SHX Text46

AutoCAD SHX Text47

AutoCAD SHX Text48

AutoCAD SHX Text49

AutoCAD SHX Text50

AutoCAD SHX Text51

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AutoCAD SHX Text66

AutoCAD SHX Text67

AutoCAD SHX Text68

AutoCAD SHX Text69

AutoCAD SHX Text70



AutoCAD SHX TextI

AutoCAD SHX TextJ

AutoCAD SHX TextTHE POSITION OF THE GUARDRAILS TO THIS

AutoCAD SHX TextPLAN IS CRITICAL FOR PROPER ASSEMBLY.

AutoCAD SHX TextTYPICAL GUARDRAIL FROG CLAMP ASSEMBLY

AutoCAD SHX TextTIES (45, 47, 48, 50, 53)

AutoCAD SHX TextI

AutoCAD SHX TextJ

AutoCAD SHX TextTYPICAL GUARDRAIL BRACE ASSEMBLY

AutoCAD SHX TextTIES (46, 49, 51, 52)

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text5

AutoCAD SHX Text11

AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX Text15

AutoCAD SHX Text13

AutoCAD SHX Text13

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text11

AutoCAD SHX Text5

AutoCAD SHX Text2

AutoCAD SHX Text9

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text12

AutoCAD SHX Text5

AutoCAD SHX Text7

AutoCAD SHX Text5

AutoCAD SHX Text6

AutoCAD SHX Text5

AutoCAD SHX Text12

AutoCAD SHX Text4

AutoCAD SHX Text8

AutoCAD SHX Text19

AutoCAD SHX Text15

AutoCAD SHX Text19

AutoCAD SHX Text8

AutoCAD SHX Text4

AutoCAD SHX Text4

AutoCAD SHX Text17

AutoCAD SHX Text16

AutoCAD SHX Text15

AutoCAD SHX Text16

AutoCAD SHX Text17

AutoCAD SHX Text4

AutoCAD SHX Text12

AutoCAD SHX Text5

AutoCAD SHX Text9

AutoCAD SHX Text2

AutoCAD SHX Text5

AutoCAD SHX Text11

AutoCAD SHX Text12

AutoCAD SHX Text5

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text5

AutoCAD SHX Text11

AutoCAD SHX TextNOTE:

AutoCAD SHX Text1. TRANSITION TIES ARE FLAT SEAT DESIGN (NO CANT) REF. GTS-2106.

AutoCAD SHX Text2. LABELS A, B & C AFFIXED TO TOP TIE IN EVERY BUNDLE ONLY.

AutoCAD SHX Text3. TO AVOID VARIANCE IN RAIL GAUGE, DUE TO RAIL HEAD TO BASE ECCENTRICITY,

AutoCAD SHX Text ENSURE THAT THE RAIL BRAND OF ALL RAILS FACES IN THE SAME DIRECTION.

AutoCAD SHX Text4.a. UNIFORM RISER PLATE THICKNESS: - 1/4" FOR TIES 2 TO 15

AutoCAD SHX Text - 3/16" FOR TIE 16



AutoCAD SHX Text5. TIES WILL BE PUNCHED FOR 7/8" DIA. INSPECTION HOLES, LOCATION VARIES WITH RAIL POSITION.

AutoCAD SHX Text6. POINT AND FROG AREA TIES ARE NARSTCO PATENTED INSULATED MULTI-STACK DESIIGN.

AutoCAD SHX TextNARSTCO PATENT NO.7731099.

AutoCAD SHX Text7. USE OFF-SET RAIL PADS IN RAIL SEATS FOR TIES WITH HOLES PUNCHED OFF CENTER,

AutoCAD SHX Text8. JOINT BARS SHOULD BE USED AS NECESSARY, JOINTS CAN BE WELDED TO PRODUCE

AutoCAD SHX Text9. ADJUSTABLE MJ CLIPS WITH VERTICAL SWITCH RODS SHOULD BE USED IN CHANNEL TIES.

AutoCAD SHX Text12. TIES 60-70 ARE 15' OR OVER IN LENGTH.

AutoCAD SHX Text13. TRANSITION TIES NOT INCLUDED IN TURNOUT PACKAGE.

AutoCAD SHX Text14. HEADBLOCK TIES ARE FIELD-DRILLED TO ACCEPT POWER OR MANUAL SWITCH STANDS.

AutoCAD SHX Text (TIES 20, 21 & 56)

AutoCAD SHX Text CONTINUOUS RAIL IF REQUIRED.

AutoCAD SHX Text4.b. UNIFORM RISER PLATES SHALL CONFORM WITH LATEST ISSUES OF ASTM A36.

AutoCAD SHX TextWEIGHT OF BAR: 30.8kg/m

AutoCAD SHX TextYIELD STRENGTH: 345MPa (min)

AutoCAD SHX TextSECTION MODUL II: Z TOP=153 X 10 mm

AutoCAD SHX Text: Z BOT=79.7 X 10 mm

AutoCAD SHX Text3

AutoCAD SHX Text3

AutoCAD SHX Text2. SEQUENTIAL NUMBER IN BATCH

AutoCAD SHX Text1/2" PF TO END

AutoCAD SHX Text OF GUARDRAIL

AutoCAD SHX TextMETRIC CONVERSION: 1 inch=25.4mm, 1 foot=304.8mm

AutoCAD SHX TextACTUAL LENGTH

AutoCAD SHX TextCURVED

AutoCAD SHX TextSTRAIGHT






AutoCAD SHX Text3

AutoCAD SHX Text4

AutoCAD SHX Text5




AutoCAD SHX TextSWITCH PLATE

AutoCAD SHX TextWELD-ON STOP

AutoCAD SHX Text10. HEELS ARE FLOATING AND POINTS ARE EXTENDED POINT LENGTHS ARE 31'6".

AutoCAD SHX Text11. WELD ON STOPS ARE USED ON THE FOLLOWING TIES FOR POINT FLEX (SEE DETAIL B):

AutoCAD SHX Text**=3/4" FOR TIE 16

AutoCAD SHX Text15. =MECHANICAL JOINT LOCATIONS TO BE FIELD WELDED OR REMAIN AS STANDARD JOINTS

AutoCAD SHX Text16. =INSULATED JOINT LOCATIONS TO BE INSTALLED WHEN TRACK CIRCUITS EXIST OR ARE

AutoCAD SHX Text AS DIRECTED BY METROLINX.

AutoCAD SHX Text REQUIRED AND SHALL BE THE CONTINUOUS GLUED TYPE WITH THE INSULATED JOINT

AutoCAD SHX Text UNDRILLED (BLANKED) RAIL ENDS FIELD WELDED.

AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX Text13

AutoCAD SHX Text18

AutoCAD SHX Text7

AutoCAD SHX Text10

AutoCAD SHX Text21

AutoCAD SHX Text16

AutoCAD SHX Text8

AutoCAD SHX Text4

AutoCAD SHX TextINSULATED JOINT BAR/WEDGE PLATE ASSEMBLY

AutoCAD SHX TextD

1 ADJUSTABLE RAIL BRACE2 RAIL BRACE SERRATED WASHER

3# RAIL BRACE HOOK-IN SHOULDER4 NARSTCO HOOK-IN SHOULDER5 'e' CLIP ('e' TYPE CLIP)6 STEEL 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 NYLON JOINT WEDGE PLATE

PLAN # TITLEGTS-0002A-REV1GTS-0282-REV1

GTS-1125VOESTALPINE NORTRAK REFERENCES

PLAN #D10948

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

LEGEND * WELDED TO TIE DURING MANUFACTURING

# INSTALLED ON TIE DURING MANUFACTURING

8015

NJ117, 18, 19

17S,17T,18S, 18T 'e' CLIP

40108016

442

8017

19S, 19TN8J-HD19, 55e2063J7819

IN-0030

BWOSNe2

GO TRANSIT REFERENCES

11244

232388

15210

TURNOUT COMPONENTNARSTCO PART NO.

8014 18

TITLE

2632

GUARD RAILS TEE RAIL DESIGN WITH PLANED FLARES AND FLAT PLATES

6

3020HD-10

FROG CLAMP (AFC) & RAIL BRACE (ARB) LOCATION FOR GUARD RAILS

BILL OF MATERIALS FOR GTS-2709ITEM DESCRIPTION

330

QTY

NO. 10 TURNOUT 31'6" POWER OPERATED-SAMSON P.T SWITCH UNIFORM RISER DESIGN-ALL WELDED RAIL RBM FROG 115LB. R.E. RAIL-WOOD TIESGEOMETRY FOR NO. 10 ALL WELDED TURNOUTS

NO.10-115LB RBM FROG

4560

68445

WOS

BILL OF MATERIALS FOR GTS-2709 Page 1 of 1

GTS-2709-Model.pdf (p.1)GTS-2709-Model

GTS-2709 BOM .pdf (p.2)

typical rail brace assemblytypical insulated ... track standards/go...typical rail brace assembly...

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