es2000 turnouts maintenance only

METROLINK (S.C.R.R.A.) ENGINEERING STANDARDS NO. 8 DOUBLE SLIP CROSSING

BILL OF MATERIAL QTY.2 EACH 4 EACH 4 EACH 4 EACH 4 EACH 4 EACH 1 EACH 1 EACH 2 EACH 2 EACH 28 EACH 20 EACH 2 EACH 1 EACH 2 EACH 4 EACH 8 EACH 2 EACH 2 EACH 2 EACH 2 EACH 2 EACH 1 EACH 1 EACH 1 EACH 4 EACH 2 EACH 6 EACH 8 EACH 2 EACH 12 PCS. 20 PCS. 224 PCS. 24 PCS. 720 PCS. 4 EA.

DRAWING INDEXBILL OF MATERIAL & GENERAL NOTES 136 lb. - NO. 8 - DOUBLE SLIP CROSSING No. 2901-01 No. 2901-02 No. 2901-03 No. 2901-04 No. 2901-05 No. 2901-06 No. 2901-07 No. 2901-08 No. 2901-09 No. 2901-10 No. 2901-11 No. 2901-12 No. 2901-13 No. 2901-14 1. ENTIRE DOUBLE SLIP CROSSING TO BE FABRICATED FROM 136 LB. HEAD HARDENED RAIL. 2. LOCATIONS OF INSULATED JOINTS ARE AS SHOWN ON ES2901-02. IT WILL BE SATISFACTORY TO RELOCATE THE INSULATED JOINT IN THE FIELD UP TO 12" SO AS TO PROVIDE A SUITABLE SUSPENDED JOINT, PROVIDED THE STAGGER OF THE INSULATED JOINTS DOES NOT EXCEED 4-6". SUSPENDED INSULATED JOINTS MUST BE LOCATED IN A CRIB AREA BETWEEN TIES, A MINIMUM DISTANCE OF 4" FROM EDGE OF NEAREST TIE PLATE. 3. ALL INSULATED JOINTS ARE TO BE ADHESIVE BONDED INSULATED JOINTS UNLESS OTHERWISE SPECIFIED. 4. ALL MATERIALS REQUIRED FOR HAND OR MACHINE OPERATED SWITCH OPERATION WILL BE FURNISHED PER REQUIREMENTS OF THE S.C.R.R.A. DIRECTOR OF ENGINEERING AND CONSTRUCTION. 5. MATERIALS AND WORKMANSHIP, ALSO ANY CONSTRUCTION DETAILS NOT SHOWN, SHALL BE PER CURRENT A.R.E.M.A. "TRACKWORK PLANS AND SPECIFICATIONS" UNLESS OTHERWISE SPECIFIED. 6. WHERE REQUIRED, ALL IDENTIFICATION SYMBOLS TO BE PLAINLY STAMPED. 7. GAGE PLATES WILL BE FURNISHED INSULATED. SWITCH RODS WILL BE FURNISHED INSULATED UNLESS OTHERWISE SPECIFIED. 8. MANUFACTURER SHALL SUBMIT TWO COPIES OF SHOP DRAWINGS TO THE S.C.R.R.A. DIRECTOR OF ENGINEERING AND CONSTRUCTION FOR APPROVAL PRIOR TO FABRICATION OF TURNOUT. SHOP DRAWINGS THAT CHANGE DETAILS OF THESE STANDARDS MUST CLEARLY SPECIFY SUCH PROPOSED CHANGES. 9. THE MATERIAL INCLUDED IN THE PURCHASE OF A "DOUBLE SLIP CROSSING COMPLETE" IS EVERYTHING LISTED IN THE BILL OF MATERIALS. TO CONSTRUCT A COMPLETE TURNOUT, SWITCH TIES (PER LIST ON THIS SHEET) AND INSULATED JOINTS, FIELD WELDS, RUNNING RAIL AND CLOSURE RAIL IDENTIFIED ON SUBSEQUENT SHEETS MUST ALSO BE SUPPLIED. 10. TIE PLATES SHALL CONFORM TO S.C.R.R.A STANDARD ES2454. 11. SCREW SPIKES ( 15/16 " X 6-2 TPI) SHALL CONFORM TO S.C.R.R.A. STANDARD ES2357. PLATE HOLES SHALL BE 1" DIAMETER. PILOT HOLES IN TIES SHALL BE 5/8 " DIAMETER. SCREW SPIKES SHALL BE SCREWED INTO WOOD (NOT DRIVEN). 12. MANUFACTURER SHALL BEVEL RAIL ENDS PER CURRENT A.R.E.M.A. PLAN NO. 1005. 13. THE 27-8 7/8 " SWITCH POINT, MADE FROM 40-0" RAIL PER ES2901-07 IS TO BE FURNISHED WITH SWITCH RODS NO. 1A AND 1B PER ES2901-13 AND ES2901-14. 14. FOR CROSSING DATA FOR A NO. 8 DOUBLE SLIP CROSSOVER 136 LB. R.E. RAIL SEE CHART ON SHEET 2. 15. GAGE PLATES FOR SWITCH AND FROG, SWITCH HEEL PLATE (FOR BOTH R.H. OR L.H. TURNOUTS) AND PLATES P-10 THRU P-24 ARE DESIGNED TO BE PERPENDICULAR TO THE MAIN LINE THRU RUN RAILS. 16. UPON COMPLETION OF TURNOUT INSTALLATION, RUNNING RAIL MUST BE ADJUSTED TO SCRRA NEUTRAL RAIL TEMPERATURE. 17. ENTIRE CROSSOVER TO BE FULLY FLOOR ASSEMBLED INCLUDING END FROGS AND HF GUARD RAILS. 18. ALL E-CLIPS TO BE GALVANIZED.

DESCRIPTIONSOLID MANGANESE CENTER FROG "D" STRAPS WITH BOLTS 27-8" EXTENDED FIELD WELDED TYPE SWITCH POINTS 27-2" STRAIGHT STOCK RAIL 31-2" CURVED STOCK RAIL 23-3" SWITCH POINTS No. 1A SMJ TYPE SWITCH ROD W/BASKET (INSULATED) No. 1B SMJ TYPE SWITCH ROD W/BASKET (INSULATED) No. 2 SMJ TYPE SWITCH ROD W/BASKET (INSULATED) No. 3 SMJ TYPE SWITCH ROD W/BASKET (INSULATED) SLIDE PLATE S-5P SLIDE PLATE S-8P INSULATED GAGE PLATE No. DS-GP-1 GAGE PLATE No. DS-GP-2 AND DS-GP3 SWITCH PLATE DS-1R,DS-1L,DS-2R,DS-2L,DS-3R & DS-3L SWITCH PLATE DS-4P SWITCH PLATE DS-5P SWITCH PLATES DS-6P THRU DS-15P SWITCH PLATE DS-18P AND DS-19P FROG PLATES F-1 THRU F-14 FROG GAGE PLATES DS-FGP-1 THRU DS-FGP-3 No.8 R.B.M. FROG ~ 18-0" FROG PLATES No. FP-23-R THRU FP-26-R FROG PLATES No. FCP-1 THRU FCP-3 FROG GAGE PLATES FGP-1 THRU FGP-3 13-0" U-69 ADJUSTABLE GUARD RAIL W/PLATES D.I. RAIL HOLD DOWN CLIPS E-3706 D.I. RAIL HOLD DOWN CLIPS E-3708

136 lb. - NO. 8 - RAIL BOUND MANGANESE FROG WITH PLATES 136 lb. - GUARD RAIL WITH PLATES NO. 8 DOUBLE SLIP CROSSING - CENTER SECTION LAYOUT 23-3" SWITCH POINT DETAILS 27-9" SWITCH POINT DETAILS GAGE PLATE DETAILS BRACE PLATE & SLIDE PLATE DETAILS SWITCH SLIDE PLATE & HEEL PLATE DETAILS INSULATED FROG GAGE PLATE DETAILS FROG PLATE DETAILS INSLATED HEAD ROD No. 1 FOR END POINTS INSULATED SPREAD RODS No. 2 & 3 FOR END POINTS

NOTES:

BILL OF SWITCH TIES PIECES10 16 12

SIZE7" x 9" 7" x 9" 7" x 9" 7" x 9" 7" x 9" 7" x 9"

LENGTH11-0" 12-0" 13-0" 14-0" 15-0" 16-0"

BOARD FEET577.50 1008.00 819.00 1176.00 0 504.00 TOTAL 4084.50

D.I. RAIL HOLD DOWN CLIPS E-3709 16 D.I. RAIL HOLD DOWN CLIPS E-3710 0 BOLTLESS ADJUSTABLE BRACE ASSEMBLY SCRRA ES1406 "PANDROL", OR EQUAL "E" - CLIP 6" TIE PLATE CLIP TYPE E-2055 (GALVANIZED) CLIP TYPE E-2063 (GALVANIZED) SCREW SPIKES " DIA. X 6" No. 5760 EPOXY BONDED PREFABRICATED INSULATED JOINT KITS 6 TOTAL 60

DRAWN BY:

A. CARLOS

DATE:

03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

STANDARD

ASSISTANT DIRECTOR: STANDARDS & DESIGN

XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.

XXENG. DIRECTOR OF ENGINEERING AND CONSTRUCTION

FOR NON-SCRRA APPROVED USES: SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA. ALL RIGHTS RESERVED.

ENGINEERING STANDARDSSCALE:

2901 NONEREVISION SHEET

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

NO. 8, 136 LB. DOUBLE SLIP CROSSING WITH SOLID MANGANESE FROG BILL OF MATERIAL AND GENERAL NOTES

CADD FILE:

1 OF 14 ES2901-01

UserName=> carlosa

Date Plotted: 10/5/2011

2:38:23 PM

Plot Driver=> S:\Plot Drivers\pdf.plt

FileName=> s:\V8EngStds\2000\Turnouts\Maintenance Only Standards\ES2901-01.dgn

NOTE:1. SEE COVER SHEET FOR NOTES, BILL OF MATERIAL AND DRAWING INDEX.

20" 20"

9 @ 19" = 14-7"

20" 17"

19"

21" 19"

22"

5 @ 20" = 8-7"

20" 20" 22" 22" 22"

22"

20"

20" 10" 10"

20"

22" 22" 22" 22" 20" 20"

5 @ 20" = 8-7"

22" 19" 21"

19"

17"

20"

9 @ 19" = 14-7"

20"

20"

76-1"

" PT.

10-4"

P.S.

27-8"

27-8"

P.S.

10-4"

" PT.

CANTED PLATES 1 : 40

6"No.3 ROD No.2 No.2

27-8" CURVED SWITCHNo.3

No.1 B

31-2" CURVED STOCK RAIL NO. 1 27-2" STRAIGHT STOCK RAIL NO. 2 23-3" SWITCH POINT SOLID CENTER FROGDS-GP-2 DS-1 8P DS-1 9P DS-1 2P DS-1 4P DS-1 0P

23-3" SWITCH POINT 27-2" STRAIGHT STOCK RAIL NO. 4DS-GP-3

C ROD

C ROD

C ROD

No.1 A

CTIE

CTIE

6"

CANTED PLATES 1 : 40

DS-GP-1

DS-GP-1

P 5 S D

P 5 S D

P 8 S D

P 5 S D

P 8 S D

P 5 S D

P 5 S D

D S 5 P

D S 5 P

D S 5 P

D S 8 P

D S 5 P

D S 8 P

D S 5 P

D S 5 P

DS-1 5P

DS-1 3P

D S 8 P

DS-1 1 P

DS-9P

P 8 S D

P 5 S D

13-0" ADJUSTABLE GUARD RAIL (TYP.)

DS-6P

DS-8P

(C)

(C)

DS-7P

STANDARD PLATE (TYP.)

27-8" CURVED SWITCH

31-2" CURVED STOCK RAIL NO. 3 FW

C

INSULATED JOINT

3 5 "

INSULATED JOINT FW

RAIL BOUND MANGANESE FROG

CROD

CROD

DS-1 L

DS-2L

F-13

DS-5P

DS-8P

DS-3L

DS-4P

" 0 1 1

" 0 7F-11

(D)

(D) (E) (E)

(P) (N) (N)

(P)

P 4 S D

WELDED HEEL JOINT

P 5 S D

P 8 S D

DS-3R

(F)

(F)

(P)

(P)

DS-5P

DS-5P

DS-8P

DS-5P

DS-5P

DS-8P

(A)

(A)

(R)

(R)

FW(G) (G)

DS-8P

(B)

DS-8P

DS-5P DS-5P DS-5P DS-5P(S) (S)

(B)

F-8

DS-1 R

F-5

F-10

DS-2R

DS-3R

P 8 S

F-14

P 5 S

P 4 S D

F-12

DS-4P

F-4

F-3

F-7

F-9

DS-5P

F-1

F-2

F-6

DS-8P

(H)

(H) (J)

(M) (L)

(M)

DS-3L DS-2L

DS-1L

F-13 FW WELDED HEEL JOINT

(J)

(L)

(K)

(K)

P 8 S D

DS-1 8P

DS-1 9P

DS-1 4P

DS-1 3P

DS-1 2P

DS-1 0P

DS-7P

DS-9P

DS-1 5P

DS-8P

DS-6P

P 8 S D

DS-1 1 P

P 5 S D

P 5 S D

P 5 S D

P 5 S D

P 5 S D

P 8 S D

P 5 S D

P 8 S D

P 5 S D

P 5 S D

P 5 S D

P 5 S D

P 8 S D

P 5 S D

P 8 S D

P 5 S D

DS-FGP-1

DS-FGP-3

DS-FGP-2

DS-FGP-2

FW

DS-FGP-1

F-8

FW

F-12

F-10 F-9

F-7

F-6

F-5

F-14

F-11

DS-2R

DS-1R

F-4

F-3

F-2

F-1

27-8" CURVED SWITCH SOLID CENTER FROG

31-2" CURVED STOCK RAIL NO. 9 FW 27-2" STRAIGHT STOCK RAIL NO. 10 23-3" SWITCH POINT 27-8" CURVED SWITCH

0 " 5

23-3" SWITCH POINT 3-0" 27-2" STRAIGHT STOCK RAIL NO. 8 31-2" CURVED STOCK RAIL NO. 7 18" 3-5"

INSULATED JOINT 3-0"

RAIL BOUND MANGANESE FROG

. T "P

INSULATED JOINT CANTED PLATES 1 : 40 3-5" 18" P.S. P.C.

CANTED PLATES 1 : 40 THROW AT SWITCH POINT, 4"

P.S. P.C.

NO. 8 DOUBLE SLIP CROSSING

CROSSING DATABETWEEN THEORETICAL POINTS OF END FROGS BETWEEN THEORETICAL POINT OF END FROG & CENTER FROG FROM INSIDE SWITCH POINTS TO THEORETICAL POINT END FROG FROM THEORETICAL POINT OF CENTER FROG TO HEEL JOINT LENGTH OF INSIDE SAMSON STOCK RAILS LENGTH OF OUTSIDE SAMSON STOCK RAILS LENGTH OF FROG FROM THEORETICAL POINT TO TOE LENGTH OF FROG FROM THEORETICAL POINT TO HEEL LENGTH OF OUTSIDE SAMSON END SWITCH POINTS (0" SAMSON) LENGTH OF INSIDE SAMSON END SWITCH POINTS (0" SAMSON) 75-5" 37-9" 10-0" 7-6" SEE ABOVE 31-2" 6-8" 11-4" 23-3" 27-8" ANGLE OF CROSSING DEGREE OF CURVATURE GAGE LINE RADIUS THROW AT END PT. GAGE ON STRAIGHT TRACK GAGE ON CURVED TRACK GAGE ON SWITCH PT. SWITCH ANGLE 7-09-10" 8-26-53" 678.8314 4" MIN. 4" MAX. 4-8" 4-8" 4-8" 1-14-04"

HEEL SPREAD OUTSIDE SWITCH POINTS 6" B.C. 10" A.C. HEEL SPREAD INSIDE SWITCH POINTS 7" B.C. 14" A.C.

DS-FGP-3

DRAWN BY:

A. CARLOS

DATE:


STANDARD


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.




2901 1/4" = 1-0"REVISION SHEET


NO. 8, 136 LB. DOUBLE SLIP CROSSING WITH SOLID MANGANESE FROG LAYOUT AND CROSSING DATA

CADD FILE:

2 OF 14 ES2901-02

UserName=> carlosa


2:38:24 PM



2 0 " -T I E SP E R P E N D I C U L A RT O C E N T E R L I N EO FF R O G9@1 9 "= 1 4 7 "

NOTES:1. FROG ANGLE 7-09-10". 2. RAIL USED TO FABRICATE FROG IS TO BE 136 LB. HIGH STRENGTH. 3. RAIL BOUND MANGANESE FROG PER CURRENT A.R.E.M.A. PLAN NO. 775, 1012 AN M2.7 WITH EXPLOSIVE HARDENED MANGANESE HIGH INTEGRITY CASTING PER CURRENT A.R.E.M.A. SPECIFICATIONS AND MODIFIED FOR ARM LENGTHS AND PLATES WITH "PANDROL" FASTENERS. 4. ALL FROG PLATES SHALL BE STAMPED IN " CHARACTERS TO INDICATE MFG., FROG NO., R.H., RAIL SECTION AND PLATE NUMBER. MARK TO BE STAMPED ON SAME END OF ALL FROG PLATES. 5. FOR DETAILS OF FROG GAGE PLATES SEE SHEET ES2901-11. FOR DETAILS OF FROG PLATES F-1 THRU F-4 SEE SHEET ES2901-12. 6. WORKMANSHIP AND MATERIALS SHALL BE PER CURRENT A.R.E.M.A. "SPECIFICATIONS FOR SPECIAL TRACKWORK", EXCEPT AS OTHERWISE SPECIFIED. 7. ANY CONSTRUCTION DETAILS NOT SHOWN SHALL BE IN ACCORDANCE WITH CURRENT A.R.E.M.A. RECOMMENDED PRACTICE. 8. FROG PLATES ARE DESIGNED TO BE INSTALLED PERPENDICULAR TO MAIN TRACK. 9. BODY BOLTS, 1 " DIA., H.T.C.S. - PER A.R.E.M.A. SPECIFICATIONS. 10. TOE AND HEEL BLOCKS AND BOLTS PER A.R.E.M.A. SPECIFICATIONS. 11. PLATES TO BE MADE OF MILD ROLLED STEEL. 12. THE PLATES AS SHOWN ARE FOR A 136 LB., NO. 8, DOUBLE SLIP CROSSING. 13. THE "PANDROL" TYPE, OR APPROVED EQUAL, WELD - ON PRESSED STEEL SHOULDER, MADE OF MILD STEEL AND MEETING "PANDROLS" DESIGN SPECIFICATIONS SHALL BE USED. THE PRESSED STEEL SHOULDER MUST BE CAREFULLY WELDED TO ALL PLATES WITH A MINIMUM 2 PASS " + FILLET WELD ALONG BEVELED GROOVES OF THE SHOULDER. ANY WELD PROJECTING BEYOND THE VERTICAL FACE OF THE SHOULDER IN THE AREA OF THE BASE OF RAIL SEAT MUST BE MACHINED OUT TO PROVIDE A CLEAR RAIL SEAT DIMENSION AS CALLED FOR. 14. MANUFACTURER OF FROG PLATES SHALL USE COMPLETED FROG TO VERIFY LOCATION OF ADJUSTABLE CLAMPS ON FROG PLATES F-1, F-2 AND F-3 TO INSURE PROPER FIT. FROG PLATES WILL BE WELDED TO THE GAGE PLATES IN THE FIELD WITH A 3 PASS " + FILLET WELD. PLATES WILL BE WELDED ONLY AFTER THE GAGE PLATES ARE SECURED IN THE PROPER LOCATION ON THE TIE WITH THE FROG IN PLACE AT PROPER ALIGNMENT. 15. GUARD RAIL PLATES ARE TO BE INSTALLED AND WELDED TO THE FROG GAGE PLATES IN THE FIELD WITH A 3 PASS " + FILLET WELD CONTINUOUS ON BOTH ENDS OF THE PLATE. PLATES ARE TO BE WELDED ONLY AFTER THE GAGE PLATE AND THE FROG IS SECURED IN THE PROPER LOCATION ON THE TIE WITH PROPER ALIGNMENT. 16. IDENTIFICATION TAG WITH RAISED METAL CHARACTERS TO BE APPLIED WHICH WILL STATE WEIGHT OF RAIL, FROG NO., MANUFACTURER AND YEAR MANUFACTURED.

2 0 "

2 0 "

18-0" 7-0" 6-2"4"

11-0"

1/2" PT. THEO. PT. 2-4" 21" 5" 6" 10" 2" 10" 10" 1"4"2 "

5-8" 4-4" " 11" 10" 10" 10" 3" " PT.C I E LT

16" 16" 5" 5" 7" 2" G.W. = 4" BET. RL. HEADS @" BELOW G.W. = 6" AT TOP G.W. = 5" AT BOTT.

C.I. TOE BLOCK - L-4956 (9" LG.) G.W. @ TOP CONT. = 5" X 6" IJ G.W. @ BOTT. CONT. = 5" X 6"F 1 4

10"

E-37083 "

" P T .2"

5 4F 7F-6 F-5HEAD

E-3706F-4

E-3710

FWF-1

W I N GR A I L1 2 8 "

F-3

F-2

"

H . S .

9

H.S.X X

H.S.

H.S.

H.S.

H.S.

Y Y2 " 1 / 8 "

1 0 "

MARK LOCATION" PT AT" BELOW

FB 7"

"

H.S.

1 5 "

1 0 "

1 4 "

1 1 "

1 4 "

1 4 "

"

"

1 7 "

1 8"

FW

G.W. = 4" AT BOTT. PLUS " FOR PADS

F-8S L O P E

1 8

F-9

1 9 "

F 1 3

F 1 2

F 1 1

1 5

"

F 1 0

1 0

P O I N TR A I L6 8 "

9"

2" 4"

9" THEO. 8" ON PATTERN

"I N9 "

SLOPE " IN 6" G.W. = 2" BET. RL. HEADS @" BELOW G.W. = 3" AT TOP FW 1. POSITION GAGE PLATES AT DESIGNATED TIE LOCATIONS AND ANCHOR IN PLACE. 2. CHECK TRACK FOR CORRECT GAGE. 3. STARTING WITH ONE GAGE PLATE, PLACE FROG PLATES WITH ADJUSTABLE BRACES AND SECURE TO FROG AND GUARD RAIL WITH "PANDROL" CLIPS. 4. RECHECK TRACK GAGE AND CORRECT IF NECESSARY. 5. CAREFULLY WELD FROG PLATE AND GUARD RAIL PLATE TO FROG GAGE PLATES WITH 3 PASS " + FILLET WELD. FOR WELDING USE THE FOLLOWING: A. ELECTRODE, INCH, WELDING SPEC. 7018XLM. B. ELECTRODE, INCH, WELDING SPEC. 7018XLM. C. WIRE, INCH, NR203, 1% NICKEL FLUX CORE. OTHER WIRE OR ELECTRODES MEETING SPECIFICATIONS AS CALLED FOR AND APPROVED BY S.C.R.R.A. DIRECTOR OF ENGINEERING.

1 6

F A

"

2

1 "

"

2

WING RAIL 12-8"

1 2 "

9"

FULL

H . S .

. S . H

. S . H

. S . H

H . S .

3 "

POINT RAIL 6-8"

WELDING OF GAGE PLATE & GUARD RAIL:

No. 8 RAILBOUND MANGANESE FROG 18-0" LONG WITH PLATESSCALE: 1" = 1-0"3 0 "F L A R E

G.W. = 3" AT BOTT.

3 "

" POINT SLOPE IN 18" 4" 4" SLOPE IN 8"

REFERENCE DWGS." " LAYOUT - No.8 DOUBLE SLIP CROSSING - 136 lb. ------------------- No. 2901-02 U-69 GUARD RAIL - 136 lb. ------------------------------ No. 2901-04

DETAIL OF WING WHEEL RISER (NOT TO SCALE)

C PLATEBASE OF RAIL

MANGANESE MUST BE GROUND TO FIT SLOPE OF RAIL HEAD FOR THE ENTIRE LENGTH OF CASTING

PANDROL SHOULDER " PT.8" MI N.

SLOPE " 6" 2"

STARTS 22" FROM " PT. TOP SURFACE OF CASTING

STARTS 12" FROM " PT. TOP SURFACE OF CASTING

SLOPE " 9" 2"

" PT.

2"

1" RAD. CHAMFER TO " THICK POINT IN 2" CHAMFER TO " THICK POINT IN 2"

1" RAD.

45

1" RAD.

1" RAD.

1"

4" 8"

1"

1" DIA. (4) HOLES (TYP.)

NOTE: MUST HAVE " RADIUS OR BEVEL " BACK, " DOWN

45SCALE: NONE

DETAIL OF FROG SLOPE ON MANGANESE @ SECTION "X" - "X" SLOPE ON MANGANESE @ SECTION "Y" - "Y"SCALE: NONE

TYPICAL PLATE PUNCHING DETAILSCALE: NONE

CASTING / RAIL FITSCALE: NONE

DRAWN BY:

A. CARLOS

DATE:


STANDARD


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.




2901 AS NOTEDREVISION SHEET


NO. 8 RAILBOUND MANGANESE STEEL FROG WITH PANDROLIZED PLATES FOR A 136 LB. DOUBLE SLIP CROSSING

CADD FILE:

3 OF 14 ES2901-03

UserName=> carlosa


2:38:25 PM



8 TIE GUARD RAIL 13-0" LONG STENCIL "LIFT" POINTS AS SHOWN WITH WHITE MARKER ON TOP OF BAR. 9" 19" 19" 19" 19" 19" 19" 19" 9"

NOTES:1.GUARD RAIL SECTION U.I.C. 33, (U69) UIC 860.0 GRADE 90A (GUARD FACE BRINELL 319 MIN.). 2.BASE PLATE, BRACKET AND SHIMS MADE FROM MILD STEEL PER A.R.E.M.A. SPECIFICATION M7. 3.GUARD RAIL BOLT AND NUT PER A.R.E.M.A. SPECIFICATION M11 EXCEPT BOLT TO BE GRADE 8 AND NUT TO BE SECURITY LOCKNUT. 4.WORKMANSHIP AND TOLERANCES PER A.R.E.M.A. "SPECIFICATIONS FOR SPECIAL TRACKWORK". 5.WELDING PER ANSI \ AWS D1.1-92 OR LATEST REVISION.

No.1

No.1

No.1

No.1

No.1

No.1

No.1

No.1

" AT TOP

LAYOUT & DRILL FROM THIS END

OF BAR

" AT TOP

1

4

1

"A" "X" "B"

"A" "B"4

LIFT

LIFT

"A" "B"

"

"A" "B"

2

2

"

OF BAR

"

"

SEE DETAIL 1

12"

2-3"

2-3"

12"

FLARE 3-3"

STRAIGHT GUARD FACE 6-5"

FLARE 3-3"

COLLECTIVE DRILLING FROM END OF GUARD BAR MARKED "X" ASSEMBLED 13-0" GUARD RAIL"X" 9"x 2-5"x 4-0"x 5-8"x 7-3"x 8-11"x 10-6"x 12-2" SCALE: 1" = 1-0"

HOLES 1" DIA. - 1" A.B.

14 3" 1" "2 5

14 3" 2" " 1" " 3"

(1) GUARD BAR UIC 33 (U69) 13-0" LONG " BACKER PLATE 1"

DETAIL 1SCALE: NONE"

SECTION A - ASCALE: NONE

SECTION B - BSCALE: NONE

(32) ADJUSTMENT SHIMS (8) " THICK (16) " THICK (8) " THICK

"

E R 6 3 1

BASE OF RAIL 2-3" 1st CUT GUARD FACE SIDE1

"

12" 2nd CUT"

5

"

PANDROL SHOULDER

TOP

1 "

2"

" REF.

0 4 : T 1 N A C

2" 4" 2-4" 6" RAIL SEAT 7"

2""

" BELOW

"

" BELOW

" DEEP

" DEEP

1" DIA. (5) HOLES TYP.

2"

3" 8"

2"

"

AT

AT

3

FLARE DETAIL TYPICAL PLATE DETAILSCALE: NONE03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.


BREAK SHARP CORNERS OF ALL MACHINED SURFACES SCALE: NONESTANDARD

DRAWN BY:

A. CARLOS

DATE:


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.




2

AT

1

" BELOW

WEB SIDE

AT

4

" BRACES

PANDROL SHOULDER 2172-5

PANDROL SHOULDER 2172-5

" BELOW

(8) GRADE 8 BOLTS - " x 3" LG. WITH " THICK FLAT WASHER AND SECURITY LOCKNUT

1

"

(8) GUARD RAIL PLATES WITH BRACE WELDMENT AND PANDROL SHOULDERS 2172-1 & 2172-5 (1) EA. REQD.

1

CPLATE

3-3"

2901 AS NOTED


GUARD RAIL DETAILS 13-0" LONG

REVISION

SHEET

CADD FILE:

4 OF 14 ES2901-04

UserName=> carlosa


2:38:25 PM



NOTES:1. D.I. HOLD DOWN CLIPS TO BE INSTALLED IN THE FIELD. 2. SOLID CAST MANGANESE STEEL CENTER FROGS PER CURRENT A.R.E.M.A. SPECIFICATIONS MODIFIED FOR USE WITH "PANDROL" TYPE FASTENERS AND IN ACCORDANCE WITH PLANS 775, 1012 AND M2.7.

4 6 " 3 1 1 "

" 6 4 " 1 1 3

18" LONG x 1" "D" STRAP DS-GP-2 DS-10P DS-12P DS-14P

THEO. P.F. DS-GP-3 DS-18P DS-19P DS-15P

OUTSIDE STOCK RAIL 31-2"

DS-13P

DS-11P

(C)1 -2"

(C)

(D)

(D) (E) (E)

(P) (N) (N)

(P)

2"

1"

VARIES

1"

1"

1 -2"

VERTICAL GUARD FACE"

(P)

(P)

"

(F)

(F)

" R.

"

2 -4

7

A

"

INSIDE CURVED END POINT 27-8"

RAISED GUARD

FW

" CLEARANCE MINIMUM

INSIDE CURVED END POINT 27-8"

SLOPE" IN 6" FLANGEWAY SLOPE 5:14 : 1" "

1

1"

(G)1 -2"

(G)

RIBS 1" THICK"

1 : 4"

(H)1 -2"

(H) (J)

(M) (L)

(M)

(J)

(L)

A(K) (K)

SECTION A-ASCALE: 3" = 1-0"

DS-11P

DS-13P

DS-15P

DS-19P

DS-18P

DS-14P

DS-12P

DS-10P

D.I. HOLD DOWN CLIP E-3708

OUTSIDE STK. RL. 31-2"

FW

" POINT SLOPE" IN 5"

D.I. HOLD DOWN CLIP E-3709

NO. 8 DOUBLE SLIP CROSSING CENTER SECTION LAYOUTFROG ANGLE 7 - 09 - 10" FLANGEWAY 1" WIDE, 1" DEEP

1

"

1

DRAWN BY:

A. CARLOS

DATE:


STANDARD


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.




29013 " 4REVISION


NO. 8 DOUBLE SLIP CROSSING CENTER SECTION LAYOUT 136 LB. R.E. RAIL

= 1-0" 5 OF 14

SHEET

CADD FILE:

ES2901-05

UserName=> carlosa


2:38:26 PM



FIRST TOP CUT 8-0" TOP PLANING 1-0" 1" DIA. HOLES (TYP. U.N.O.)" 1 st CUT

" RISE IN 3-4"

4-9" (LEVEL)

"

"

"

SECOND TOP CUT"

"

"

"

"

"

"

"

"

6"" " " " 1 4 -3" 1 3 -4" 1 5 -2" 1 7 -0" 1 2 -6" 1 1 -8" 1 6 -1 " " 5 -3" 8 -0" 9 -7" 6 -0" 1 0 -9 1 0 -4

9"

21 -1 1

1 8 -1 0

23 -0

22 -9

22 -5

20 -6

20 -0

21 -6

21 -0

1 8 -5

1 8 -0

1 9 -6

7 -2

8 -9

6 -9

1" DIA."

" 2nd CUT

"

2

SLOT REINF. ON STK. RL. SIDE " x 1" - 2-5" LONG 1-6"

1" DIA.

" DIA. @ 3" A.B.

3

"

3-7" STOP #2

7-0"

L.H. PT.

3-0"

C ROD #2 C ROD #3SIDE VIEW SWITCH POINT(RIGHT HAND STRAIGHT OUTSIDE END POINT) SCALE: 1" = 1-0"

STOP #1

1-6" R.H. PT.

C ROD #1

3-5"

END OF BOTTOM PLANING. SWITCH ANGLE 1-44-11" STOP BOLTS " x 3" LONG 3" TO CENTERLINE OF COTTER, WITH 1" SPRING WASHER AND " x 1" COTTER (A.N.S. HEAVY SQ. NUTS), (SEE NOTE 11)

LUG BOLTS 1" x 5" LG., 4" TO CENTERLINE OF COTTER, WITH 2 NUTS. " SPRING WASHER AND" x 1" COTTER (A.N.S. HEAVY SQ. NUTS)

TRANSIT CLIP BOLTS: 1" x 1" LG., 3" TO CENTERLINE OF COTTER, WITH " SPRING WASHER AND 1" x 1" COTTER (A.N.S. HEAVY HEX NUTS)

" RIVETS SEE NOTE 11

" POINT CHAMFERED TO " IN 2-0" AT " BELOW TOP OF STOCK RAIL, CHAMFER ANGLE 7800, ROUND TO 1" RAD. AND GRIND TO SHARP EDGE. REMOVE ALL BURRS.

TRANSIT CLIP " x 14-6" LG. REINFORCING BAR ON GAGE SIDE ONLY SWITCH POINT IDENTIFICATION TAG FASTENED HERE (SEE NOTE 8) 6" HEEL SPREAD

SIDE PLANING OF RAIL HEAD 8-7" BEND SWITCH POINT 1" IN 8-7"

TOP VIEW SWITCH POINT" " 18-25 (1 IN 3) GAGE LINE OF STOCK RAIL " SCALE: 1" = 1-0"

FACE OF WEB" "

" RAD. (MIN.)

4 : 1

2

"

- 0 "

+

"

3

"

NOTES:1 : 41. SWITCH POINTS TO BE MADE FROM NEW HIGH STRENGTH RAIL. 2. METAL IDENTIFICATION TAG SHOWING HAND OF SWITCH POINT, WEIGHT OF RAIL, HS, MANUFACTURER AND WHEN MADE, TO BE FASTENED TO SWITCH POINT AT LOCATION SHOWN. 3. RIGHT HAND TURNOUT SHOWN. MAKE OPPOSITE HAND FOR LEFT HAND SWITCH POINTS. 4. SIDE PLANING FIGURED ON GAGE LINE " BELOW TOP OF RAIL. 5. MATERIAL AND WORKMANSHIP, ALSO ANY CONSTRUCTION DETAILS NOT SHOWN, SHALL BE PER CURRENT A.R.E.M.A. "MANUAL AND PORTFOLIO", UNLESS OTHERWISE SPECIFIED ON THIS PLAN. 6. IN ORDER TO ELIMINATE STRESS RAISERS, MANUFACTURER SHALL PEEN THE EDGES OF THE BOLT HOLES AS INDICATED AT THE HEEL OF THE SWITCH POINT AND AT THE HEEL END OF THE SWITCH POINT. USING AIR HAMMER WITH SUITABLE HEAD AND FINISHING WITH DRIFT PIN. BRAND ON RAIL AT EDGE OF BOLT HOLE TO BE CAREFULLY REMOVED BY GRINDING BEFORE PEENING. 7. THE CONTOUR PLANING SHALL BE ON THE GAGE SIDE BEGINNING AT A DISTANCE OF 36" FROM THE POINT OF SWITCH AND SHALL BE SHAPED TO THE CONTOUR OF A NEW 136 LB. AND SHALL RUN OUT AT THE END OF THE TOP PLANING, WHERE THE SWITCH POINT HAS FULL HEAD CONTOUR. 8. METAL IDENTIFICATION TAG SHOWING (1) DESIGN LENGTH OF SWITCH, (2) IN PARENTHESIS, THE ACTUAL LENGTH OF SWITCH POINT RAIL AND (3) THE TURNOUT NUMBER. MARK TAG THUS: 16-6" 940-0") NO. 8. TAG TO BE FASTENED TO SWITCH POINT, ON GAGE SIDE OF RAIL AT HEEL SPACER BLOCK IN LOCATION SHOWN. 9. AT HEEL END OF SWITCH POINT RAIL, BREAK SHARP CORNER AROUND THE ENTIRE PERIPHERY BY SLIGHTLY GRINDING. ALSO, "DO NOT" END HARDEN RAIL END. 10. NON - INTERLOCKED AND INTERLOCKED SWITCH POINTS ARE MADE THE SAME. 11. UNLESS SWITCH POINT ORDER SPECIFICALLY CALLS FOR USE OF " RIVETS AND " STOP BOLTS, MANUFACTURER CAN SUBSTITUTE 3/4 " HUCK FASTENERS, BOLT PART NO. C-50-LR-BR2416 AND COLLAR PART NO. L3-2-24G FOR " RIVETS. AND FOR " STOP BOLTS USE HUCK FASTENERS, BOLT PART NO. C-50-LR-BR2424 AND COLLAR PART NO. L3-2-R-24G. 12. TURNOUTS ARE TO BE FINISHED WITH MANGANESE STEEL INSERT ON THE REVERSE POINT (TURNOUT SIDE) AND A PLAIN SWITCH POINT ON THE NORMAL POINT (STRAIGHT SIDE). REPLACEMENT POINTS MUST SPECIFY WHETHER PLAIN POINT OR MANGANESE STEEL INSERT ARE TO BE FURNISHED.

C

8" R. AND 20" R."

C

6

+ " -

"

7" 1" " REINF. BAR"

2"

C

3

"

+ 0" - "

781 : 4

1"

5"

1"

" DIA.

"

1"

+ " - " 3"

1"

STOP END VIEW OF POINTSCALE: NONEDRAWN BY:

SCALE: NONE

1

"

3

"

"

3

A. CARLOS

DATE:


STANDARD


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.





7 136 LB. 23-3 " STRAIGHT SWITCH POINT 16


MADE FROM 40-0" LONG RAIL NO. 8 DOUBLE SLIP CROSSING

CADD FILE:

6 OF 14 ES2901-06

UserName=> carlosa


2:38:26 PM



FIRST TOP CUT 8-0" TOP PLANING 1-0" 1" DIA. HOLES (TYP. U.N.O.)" 1 st CUT

" RISE IN 3-4"

9-2" (LEVEL)

SECOND TOP CUT" " " " " " " " " " " " " " " " " " " " " " " " " " " 24 -1 1 25 -1 1 23 -1 1 22 -1 1 26 -1 1 1 6 -1 1 24 -5 27 -6 27 -2 25 -5 23 -4 22 -6 "

6"

9"

20 -6

26 -4

1 4 -9

1 4 -0

1 7 -9

21 -5

1 8 -8

1 5 -2

1 3 -2

1 2 -5

1 0 -5

1 9 -7

1 6 -1

1 1 -7

1 1 -2

9 -8

1" DIA."

" 2nd CUT

"

2

SLOT REINF. ON STK. RL. SIDE " x 1" - 2-5" LONG 1-6"

1" DIA.

" DIA. @ 3" A.B.

3

"

3-7" STOP #2

11-5"

L.H. PT.

3-0"

C ROD #2 C ROD #3SIDE VIEW SWITCH POINT(RIGHT HAND CURVED INSIDE END POINT) SCALE: 1" = 1-0"

STOP #1

1-6" R.H. PT.

C ROD #1

3-5"

END OF BOTTOM PLANING. SWITCH ANGLE 1-44-11" STOP BOLTS " x 3" LONG 3" TO CENTERLINE OF COTTER, WITH 1" SPRING WASHER AND " x 1" COTTER (A.N.S. HEAVY SQ. NUTS), (SEE NOTE 11)

LUG BOLTS 1" x 5" LG., 4" TO CENTERLINE OF COTTER, WITH 2 NUTS. " SPRING WASHER AND" x 1" COTTER (A.N.S. HEAVY SQ. NUTS)

TRANSIT CLIP BOLTS: 1" x 1" LG., 3" TO CENTERLINE OF COTTER, WITH " SPRING WASHER AND 1" x 1" COTTER (A.N.S. HEAVY HEX NUTS)

" RIVETS SEE NOTE 11

" POINT CHAMFERED TO " IN 2-0" AT " BELOW TOP OF STOCK RAIL, CHAMFER ANGLE 7800, ROUND TO 1" RAD. AND GRIND TO SHARP EDGE. REMOVE ALL BURRS.

TRANSIT CLIP " x 14-6" LG. REINFORCING BAR ON GAGE SIDE ONLY SWITCH POINT IDENTIFICATION TAG FASTENED HERE (SEE NOTE 8) 6" HEEL SPREAD

SIDE PLANING OF RAIL HEAD 8-7" BEND SWITCH POINT 1" IN 8-7"

TOP VIEW SWITCH POINT" " 18-25 (1 IN 3) GAGE LINE OF STOCK RAIL " SCALE: 1" = 1-0"

FACE OF WEB" "

" RAD. (MIN.)

4 : 1

2

"

1:16

- 0 "

+

"

3

"

NOTES:1 : 41.SWITCH POINTS TO BE MADE FROM NEW HIGH STRENGTH RAIL. 2.METAL IDENTIFICATION TAG SHOWING HAND OF SWITCH POINT, WEIGHT OF RAIL, HS, MANUFACTURER AND WHEN MADE, TO BE FASTENED TO SWITCH POINT AT LOCATION SHOWN. 3.RIGHT HAND TURNOUT SHOWN. MAKE OPPOSITE HAND FOR LEFT HAND SWITCH POINTS. 4.SIDE PLANING FIGURED ON GAGE LINE 5/8 " BELOW TOP OF RAIL. 5.MATERIAL AND WORKMANSHIP, ALSO ANY CONSTRUCTION DETAILS NOT SHOWN, SHALL BE PER CURRENT A.R.E.M.A. "MANUAL AND PORTFOLIO", UNLESS OTHERWISE SPECIFIED ON THIS PLAN. 6.IN ORDER TO ELIMINATE STRESS RAISERS, MANUFACTURER SHALL PEEN THE EDGES OF THE BOLT HOLES AS INDICATED AT THE HEEL OF THE SWITCH POINT AND AT THE HEEL END OF THE SWITCH POINT. USING AIR HAMMER WITH SUITABLE HEAD AND FINISHING WITH DRIFT PIN. BRAND ON RAIL AT EDGE OF BOLT HOLE TO BE CAREFULLY REMOVED BY GRINDING BEFORE PEENING. 7.THE CONTOUR PLANING SHALL BE ON THE GAGE SIDE BEGINNING AT A DISTANCE OF 36" FROM THE POINT OF SWITCH AND SHALL BE SHAPED TO THE CONTOUR OF A NEW 136 LB. AND SHALL RUN OUT AT THE END OF THE TOP PLANING, WHERE THE SWITCH POINT HAS FULL HEAD CONTOUR. 8.METAL IDENTIFICATION TAG SHOWING (1) DESIGN LENGTH OF SWITCH, (2) IN PARENTHESIS, THE ACTUAL LENGTH OF SWITCH POINT RAIL AND (3) THE TURNOUT NUMBER. MARK TAG THUS: 16-6" 940-0") NO. 8. TAG TO BE FASTENED TO SWITCH POINT, ON GAGE SIDE OF RAIL AT HEEL SPACER BLOCK IN LOCATION SHOWN. 9.AT HEEL END OF SWITCH POINT RAIL, BREAK SHARP CORNER AROUND THE ENTIRE PERIPHERY BY SLIGHTLY GRINDING. ALSO, "DO NOT" END HARDEN RAIL END. 10.NON - INTERLOCKED AND INTERLOCKED SWITCH POINTS ARE MADE THE SAME. 11.UNLESS SWITCH POINT ORDER SPECIFICALLY CALLS FOR USE OF 3/4 " RIVETS AND 3/4 " STOP BOLTS, MANUFACTURER CAN SUBSTITUTE 3/4 " HUCK FASTENERS, BOLT PART NO. C-50-LR-BR2416 AND COLLAR PART NO. L3-2-24G FOR 3/4 " RIVETS. AND FOR 3/4 " STOP BOLTS USE HUCK FASTENERS, BOLT PART NO. C-50-LR-BR2424 AND COLLAR PART NO. L3-2-R-24G. 12.TURNOUTS ARE TO BE FINISHED WITH MANGANESE STEEL INSERT ON THE REVERSE POINT (TURNOUT SIDE) AND A PLAIN SWITCH POINT ON THE NORMAL POINT (STRAIGHT SIDE). REPLACEMENT POINTS MUST SPECIFY WHETHER PLAIN POINT OR MANGANESE STEEL INSERT ARE TO BE FURNISHED.

C

8" R. AND 20" R."

C

1" " REINF. BAR"

6

+ " -

"

7"3

2"

C

"

+ 0" - " "

781 : 4

1"

5"

1"

1"

3"

END VIEW OF POINTSCALE: NONEDRAWN BY:

STOPSCALE: NONE

1

+ " - "

"

1"

" DIA.

"

3

"

3

A. CARLOS

DATE:


STANDARD


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.





7 136 LB. 27-8 " CURVED SWITCH POINT 8


MADE FROM 40-0" LONG RAIL NO. 8 DOUBLE SLIP CROSSING

CADD FILE:

7 OF 14 ES2901-07

UserName=> carlosa


2:38:27 PM



11-0"

NOTES:11" 4-0" " 4-0" 1-0" 1. PLATES TO BE MADE OF MILD ROLLED STEEL. 2. THE PLATES AS SHOWN ARE FOR A 136 LB., NO. 8 DOUBLE SLIP CROSSING. 3. THE "PANDROL" TYPE, OR APPROVED EQUAL, WELD - ON PRESSED STEEL SHOULDER, MADE OF MILD ROLLED STEEL AND MEETING "PANDROLS" DESIGN SPECIFICATIONS SHALL BE USED. 4. THE PRESSED STEEL SHOULDER MUST BE CAREFULLY WELDED TO GAGE PLATES. ANY WELD PROJECTING BEYOND THE VERTICAL FACE OF SHOULDER IN THE AREA OF THE RAIL SEAT MUST BE MACHINED OUT TO PROVIDE A CLEAR RAIL SEAT DIMENSION AS CALLED FOR.

9" 2" 1" DIA." 1

2-3"

2-3"

9" 2"

2-8" 2"2" 3"

11"

4"

4"

1-0" 2"

2-7"

2"

5"

8"

4

2"

5"

"

PP-136"

2"

2" 2-6" 1-0" 5" 5" " 11" 2-7"

2" 1" DIA. (TYP.)

1

1-0"

3-11" "

3-11"

3"

11"

5-6" SHOULDER 2172-2 (TYP.)

5-6"

1 "

"

INSULATED SLIDE GAGE PLATE DS-GP-11" x 8" - MILLED - (1 PC. REQD AS SHOWN)

9-10" 2" 11" 6" 3-4" 1-9" 1-0" " 1-0" 3-4" 1-9" 6" 1-0" 2"

1" DIA.1 "

8"

"

6"4

6"

1

"

5"

1-10"

1-0"

1-0"

1-10"

5"

1-0"

3-4"

3-4"

11" 1"

1 "

SHOULDER 2172-5 (TYP.)

FOR INSULATED JOINT ASSEMBLY SEE DETAIL THIS SHEET

WELDED STOP 1" x 4" x 6"

7" 4" 1" " I.D. x 2" O.D. x " THK. HARDENED STEEL FLAT WASHER ASTM A325 SPEC.1 "

7" 4" 1"

4-11" SHOULDER 2172-2 (TYP.)1 "

4-11" " SOLID SHOULDER FOR INSULATED JOINT ASSEMBLY SEE DETAIL THIS SHEET WELDED STOP 1" x 4" x 6"1 " 8" "

"

8"


"

4

NOTE:" 1

INSULATED SLIDE GAGE PLATE DS-GP-21" x 8" - MILLED - (1 PC. REQD AS SHOWN)

HEAD OF HUCK BOLT RECESSED " MAX. "T" TYPE INSULATOR PLATE " x 8" x 7" 4" " DIA. HUCKBOLT WITH 90 FLUSH HEAD PART NO. C50L90-BR24-281 " "

4

1" THICK STEEL PLATE

1

"

" DIA. (TYP.)

9-10" 2" 11" 5" 3-4" 1-10" 1-0" " 1-0" 3-4" 1-10" 5" 1-0" 2"

"

1" DIA." 1

1 "

" DIA. HOLES IN INSULATOR PLATES & " DIA. HOLES IN STEEL PLATE HUCK COLLAR PART No. LC-2R24

3"1 "

"

4

COUNTERSINK HOLES IN STEEL PLATE FOR 90 FLUSH HEAD HUCK BOLTS

1"

1" "

8"

"

6"

1-9"

1-0"

1-0"

1-9"

6"

GAGE PLATE INSULATED JOINT ASSEMBLY GPI-7711"

DETAIL OF INSULATION BLOCKPOLYESTER COATED STEEL CORE W/ BUSHINGS, PORTEC #127-07547-01 OR FIBERGLASS REINFORCED THERMOSET RESIN. PURCHASE PART NO. GPI52P05

1

"

1-0"

3-4"

3-4"

DETAIL "A" INSULATION AT GAGE PLATES

4-11" PANDROL 2172-2 (TYP.)1 "

4-11" WELDED STOP 1" x 4" x 6"1 "

(SCALE: NONE)

PANDROL 2172-5 (TYP.)

SOLID SHOULDER

FOR INSULATED JOINT ASSEMBLY SEE DETAIL THIS SHEET

"

REFERENCE DRAWINGS INSULATED SLIDE GAGE PLATE DS-GP-31" x 8" - MILLED - (1 PC. REQD AS SHOWN)DRAWN BY:

LAYOUT - No.8, DOUBLE SLIP CROSSING - 136 lb. -------- SHEET No. 2901-02STANDARD

A. CARLOS

DATE:



XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.




29011 1 " 2REVISION


INSULATED GAGE PLATE DETAILS DS-GP-1, DS-GP-2 AND DS-GP-3 136 LB. NO. 8 DOUBLE SLIP CROSSING

= 1-0" 8 OF 14

SHEET

CADD FILE:

ES2901-08

UserName=> carlosa


2:38:27 PM



1-10" 4" 2" 11" 4" 2"

1-11" 11" 4" 2"

2-1" 11" 2"" 1

2-2" 4" 2""

NOTES:1" 1" 2" 1. PLATES TO BE MADE OF MILD ROLLED STEEL. 2. EACH PLATE TO BE PLAINLY STAMPED WITH PLATE NO. AND 136 (WEIGHT OF RAIL) & HAND OF TURNOUT (R.H. OR L.H.) 3. THE PANDROL TYPE, OR APPROVED EQUAL, WELD - ON PRESSED STEEL SHOULDER, MADE FROM MILD STEEL, AND MEETING PANDROLS DESIGN SPECIFICATIONS, SHALL BE USED. 4. THE PRESSED STEEL SHOULDER MUST BE CAREFULLY WELDED TO THE PLATE. ANY WELD PROJECTING BEYOND THE VERTICAL FACE OF SHOULDER IN THE AREA OF THE RAIL SEAT MUST BE MACHINED OUT TO PROVIDE A CLEAR RAIL SEAT DIMENSION AS CALLED FOR. 5. THE PLATES AS SHOWN ARE FOR A 136 LB., NO. 8 DOUBLE SLIP CROSSING.

11"

"

"

1

1

1

"

D S 1 L 1 3 6

D S 2 L 1 3 6

D S 3 L 1 3 6

D S 5 P 1 3 6

"

"

"

8"

8"

8"

8"

"

4

4

4

6"

6"

6"

4

"

"

"

1

1

1

1

" FILLET WELD WELDED STOP 1" x 4" x 6" SHOULDER 2172-1



" FILLET WELD WELDED STOP 1" x 4" x 6" SHOULDER 2172-1 1. SET PRESSED STEEL SHOULDER FLUSH AGAINST LINE OF BASE OF RAIL OR SHOULDER OF MILLED PLATE AS SHOWN AND WELD WITH 2 - PASS " + WELD. 2. STOP PLATE FOR ADJUSTABLE RAIL BRACE TO BE SET FLUSH WITH SHOULDER OF MILLED PLATE AS SHOWN AND WELD WITH 3 - PASS " + FILLET WELD. 3. SHOULDERS AND STOPS ARE TO BE CAREFULLY WEDLED TO PLATE. NO WELD SHALL PROJECT BEYOND THE VERTICAL EDGE OF THE UNWELDED FOURTH SIDE OF THE STOP PLATE OR VERTICAL FACE OF SHOULDER IN THE AREA OF THE RAIL SEAT. ANY WELD PROJECTING BEYOND THE FACE OF THE STOP OR SHOULDER MUST BE MACHINED OFF TO PROVIDE CLEAR DIMENSION CALLED FOR. 4. FOR WELDING PRESSED STEEL SHOULDERS OR PLATE STOPS FOR ADJUSTABLE USE THE FOLLOWING: A. ELECTRODE 1 ", WELDING SPEC. 7018XLM. B. ELECTRODE ", WELDING SPEC. 7018XLM. C. WIRE, WELDING ", NR203, 1% NICKEL FLUX CORE. OTHER WIRE OR ELECTRODES MEETING SPECIFICATIONS AS CALLED FOR, APPROVED BY DIRECTOR OF ENGINEERING, MAY BE USED.1 "

1

4"

1-"

4"

1-"

4"

1-"

"

4"

1-"

"

3

"

WELDING SPECIFICATIONS:

1 "

1 "

1 "

"

BRACE PLATE - DS-1L1" x 8" x 1-10" LG. - MILLED - W/ADJ. RAIL BRACE


"


"

BRACE SLIDE PLATE - DS-5P1" x 8" x 2-2" LG. - MILLED - W/ADJ. RAIL BRACE

1-10" 5" 1" DIA."

1-11" 5" 1" DIA."

2-1" 5" 1" DIA."

1-10" 8" 1" DIA."

11"

11" (4) TYP.1

11" 2" (4) TYP.1

6" 2"

2"

2"

2"

2"

1

1

"

"

"

8"

8"

8"

4

4

4

8"

6"

6"

6"

"

"

"

1

1

1


" FILLET WELD WELDED STOP 1" x 4" x 6" SHOULDER 2172-11 "



1 "

"

"

"

1

4"

1-"

4"

1-"

4"

1-"

"

4

"

BRACE PLATE - DS-1R1" x 8" x 1-10" LG. - MILLED - W/ADJ. RAIL BRACE



SLIDE PLATE - DS-4P1" x 8" x 1-10" LG. - MILLED - W/ADJ. RAIL BRACE

4-6" 6" 1" DIA."

4-6" 1-11" 1" DIA."

11" 10"

6" 11" (4) HOLES1

11" 10"

2-" 11" 2"

2"

2"

1

"

8"

4

"

1

1-"

1

"

4

6"

6"

8"

"

6" 6"

1-"

" FILLET WELD WELDED STOP 1" x 4" x 6"

5"

1-" SHOULDER 2172-1

2-"

" FILLET WELD WELDED STOP 1" x 4" x 6"

6"

1-" SHOULDER

1-11"

1 "

1 "

"

"

"

1 "

2172-1

"

"

"

BRACE PLATE - DS-6P1" x 8" x 4-6" LG. - MILLED - W/ADJ. RAIL BRACE

1 "

"

BRACE PLATE - DS-7P1" x 8" x 4-6" LG. - MILLED - W/ADJ. RAIL BRACE

"

"

"

D S 1 R 1 3 6 D S 6 P 1 3 6

D S 2 R 1 3 6

D S 3 R 1 3 6

D S 3 R 1 3 6

DRAWN BY:

A. CARLOS

DATE:



XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.



D S 7 P 1 3 6

REFERENCE DWGS.LAYOUT - No.8, DOUBLE SLIP CROSSING - 136 lb. -------- SHEET No. 2901-02STANDARD


29011 1 " 2

= 1-0" 9 OF 14


BRACE PLATE AND SLIDE PLATE DETAILS NO. 8, 136 LB. DOUBLE SLIP CROSSING

REVISION

SHEET

CADD FILE:

ES2901-09

UserName=> carlosa


2:38:28 PM



4-1" 1-2""

4-1" 1-1" 1" DIA. (4) HOLES" 1 "

4-2" 8" 1" DIA. (4) HOLES" 1

4-2" 8" 1" DIA. (4) HOLES" 1

1-10" 10" 2"

1-10" 10" 2"

2-4" 2"

2-4" 1" DIA. (4) HOLES2" 2"

1

"

2"

2

2

"

"

"

8"

8"

8"

4

4

4

"

"

"

"

"

2

WELD 1-1" 1-10" 1-2"

WELD 1-10" 8" 2-4" 8" 2-4"

SHOULDER 2172-51 " 1 "

SHOULDER 2172-5

2

" FILLET

" FILLET

1

1

1

2"

SOLID SHOULDER (TYP.)

1

"

4

6"

6"

8"

"

6"

6"

6"

6"

6"

6"

"

"

"

"

"

"

"

"

1 "

SWITCH SLIDE PLATE - DS-8P1" x 8" x 4-1" LG. - MILLED - W/ADJ. RAIL BRACE


1 "

"

PLATE - DS-14P1" x 8" x 4-2" LG. - FLAT

"

D S 6 P 1 3 6 8" 2"

D S 9 P 1 3 6

D S 1 4 P 1 3 6

D S 1 5 P 1 3 6


PLATE - DS-15P1" x 8" x 4-2" LG. - FLAT

4-2" 4-0" 1" DIA. 1-8" 1-2" 1-2" " FILLET WELD D S 1 0 P 1 3 6 (4) HOLES"

4-2"

4-0" 1" DIA. 7" 2" 1-8" 1-2" 1-2" " FILLET WELD D S 1 1 P 1 3 6 (4) HOLES"

8"

2-10" 1" DIA."

8"

2-10"

1

"

2"

(4) HOLES1

2"

6"

6"

1

1

"

"

"

8"

8"

8"

4

4

4

8"

"

"

"

1

1

1

1-2"

1-2"

1" DIA. (4) HOLES

7"

1-8"

1-2"

8"

1-8"

1-2"

8"

2-10"

1

"

4

"

6"

6"

D S 1 8 P 1 3 6

D S 1 9 P 1 3 6 8" 2-10"





1 "

1 "

1 "

"

1 "

"

"

"


1 "


1 "

"

PLATE - DS-18P" x 8" x 4-2" LG. - FLAT

"

PLATE - DS-19P" x 8" x 4-2" LG. - FLAT

4-2" 8" 1" DIA. (7) HOLES" 1

4-2" 9" 1" DIA."

9"

1-2"

7" (7) HOLES1

9" 7" 7"

1-3"

9" 7"

2"

2"

D S 1 2 P 1 3 6

D S 1 3 P 1 3 6

"

8"

4

8"

4"

4

"

6"

6"

6"

6"

6"

6"

6"

6"4"

"

1

7"

7"

7" 1-3" 9" " FILLET WELD 8" 9" 1-2" 9"

" FILLET WELD

7"

9"


1

"


"

"

"

1 "

1 "

1 "

"

"

"

"

"

SWITCH HEEL PLATE - DS-12P1" x 8" x 4-2" LG. - MILLED - W/ADJ. RAIL BRACE

SWITCH HEEL PLATE - DS-13P1" x 8" x 4-2" LG. - MILLED - W/ADJ. RAIL BRACE

1 "

REFERENCE DWGS.LAYOUT - No.8, DOUBLE SLIP CROSSING - 136 lb. -------- SHEET No. 5100-02DRAWN BY:

A. CARLOS

DATE:


STANDARD


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.




29011 1 " 2REVISION


SWITCH SLIDE PLATE AND SWITCH HEEL PLATE DETAILS NO. 8, 136 LB. DOUBLE SLIP CROSSING

= 1-0"

SHEET

CADD FILE:

10 OF 14 ES2901-10

UserName=> carlosa


2:38:29 PM



7" 11-11" 1" " 3-8" 2" 1" DIA." "

7" 1" " I.D. x 2" O.D. x " THK. HARDENED STEEL FLAT WASHER ASTM A325 SPEC.1 "

4"

4"

1"

" 4-5" 3-8""

" 2"

8" (8) HOLES

8"

"

8"

1

1

4

3"

3"

NOTE:5""

5"

8"

HEAD OF HUCK BOLT RECESSED" MAX. "T" TYPE INSULATOR PLATE " x 8" x 7" 4" " DIA. HUCKBOLT WITH 90 FLUSH HEAD PART NO. C50L90-BR24-281 " "

"

"

1

4

1" THICK STEEL PLATE

1

8"

"

" DIA. (TYP.)

4

4

DS-FGP-2-8-136" 1 1 "

STAMP 1" 4" 1"

"

1 "

" DIA. HOLES IN INSULATOR PLATES & " DIA. HOLES IN STEEL PLATE HUCK COLLAR PART No. LC-2R24

3" SEE DETAIL THIS SHEET"1 "

"

FOR INSULATED JOINT

COUNTERSINK HOLES IN STEEL PLATE FOR 90 FLUSH HEAD HUCK BOLTS

1"

1" "

1 "

INSULATED FROG GAGE PLATE DS-FGP-11" x 8" - FLAT

GAGE PLATE INSULATED JOINT ASSEMBLY GPI-77 DETAIL "A"

DETAIL OF INSULATION BLOCKPOLYESTER COATED STEEL CORE W/ BUSHINGS, PORTEC #127-07547-01 OR FIBERGLASS REINFORCED THERMOSET RESIN. PURCHASE PART NO. GPI52P05

12-6" " 3-8" 2" 1" DIA." "

INSULATION AT GAGE PLATES(SCALE: NONE) "

5-1" 8" 8"

3-8" 2"

(8) HOLES

1

3"

1

5"

3"

8"

4

4

5"

"

"

DS-FGP-1-8-136" 1 1 "

STAMP 1" 4" 1"

FOR INSULATED JOINT SEE DETAIL THIS SHEET" 1 "

INSULATED FROG GAGE PLATE DS-FGP-21" x 8" - FLAT

13-2" " 3-8" 2" 1" DIA." "

" 5-9" 3-8" 2"

8" (8) HOLES

8"

1

3"

1

5"

3"

8"

4

4

5"

"

"

DS-FGP-3-8-136" 1 1 "

STAMP 1" 4" 1"

FOR INSULATED JOINT SEE DETAIL THIS SHEET" 1 "

INSULATED FROG GAGE PLATE DS-FGP-31" x 8" - FLATA. CARLOS 03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

REFERENCE DWGS.LAYOUT - No.8, DOUBLE SLIP CROSSING - 136 lb. -------- SHEET No. 2901-02STANDARD

DRAWN BY:

DATE:


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.




29011 1 " 2REVISION


DETAILS INSULATED FROG GAGE PLATES NO. 8, 136 LB. DOUBLE SLIP CROSSING

= 1-0" 11 OF 14

SHEET

CADD FILE:

ES2901-11

UserName=> carlosa


2:38:29 PM



STAMP PLATE WITH PROPER PLATE NUMBER AND WEIGHT OF"

3-2" 8" 2" 1-2" 1" DIA. (4) HOLES 1" DIA. (4) HOLES


2-11" 8" 2" 1-0"

STAMP PLATE WITH PROPER 1" DIA. (4) HOLES PLATE NUMBER AND WEIGHT OF"

2-9" 8"2"


2-6"

1-3"

1" DIA. (4) HOLES

8"2"

1-1"

1" DIA. (4) HOLES

RAIL

RAIL

RAIL

1

" DIA. HOLE FOR HOLD DOWN CLIP

RAIL

" DIA. HOLE FOR HOLD DOWN CLIP6 "

1

1

6

"

"

"

"

"

6

8"

8"

8"

4

4

4

8"

6

"

6

"

6

"

"

6

"4

1

F P 1 1 3 6

F P 2 1 3 6

F P 3 1 3 6

F P 3 1 3 6

64"

"

"

"

"

4"

1

1

1

1

"

8"

1-3"

1-4" 8" 1-1" 8" 1-4"

HOLD DOWN CLIP

1-3"

HOLD DOWN CLIP

8"

1-2" SHOULDER 2172-1 (2 - TYP.)

SHOULDER 2172-1 (4 - TYP.)



"

"

"

FROG PLATE - F-1" x 8" x 3-2" LG. - FLAT



"

FROG PLATE - F-4" x 8" x 2-6 " LG. - FLAT


STAMP PLATE "L" 8" 2" MARK OFF FROM FROG WITH PROPER PLATE NUMBER AND WEIGHT OF"

STAMP PLATE 2-10" 8" 2" MARK OFF FROM FROG WITH PROPER PLATE NUMBER AND WEIGHT OF"

STAMP PLATE 2-7" 8" 2" MARK OFF FROM FROG WITH PROPER PLATE NUMBER AND WEIGHT OF"

2-5" 8" 2" 1-1"

RAIL

RAIL

RAIL

RAIL

1

1

1

1

F P 8 1 3 6

F P 9 1 3 6

F P 1 0 1 3 6

F P 5 1 3 6

"

"

"

8"

8"

8"

4

4

4

8"

"

"

"

1

1

1

8"

MARK OFF FROM FROG 1" DIA. (4) HOLES SHOULDER 2172-1 (2 - TYP.)

8"


8"

1

"

4

"


8"

1-0" 1" DIA. (4) HOLES SHOULDER 2172-1 (2 - TYP.)

"

"

FROG PLATE - F-5, F-6 AND F-7" x 8" - FLAT (SEE TABLE FOR LENGTHS)

"

FROG PLATE - F-8" x 8" x 2-10" - FLAT


"


DIMENSION TABLE PLATEF-5 F-6 F-7

"L"3-1" 2-11" 2-9"

NO. REQD1 1 1


STAMP PLATE 2-10" 8" 2" 1-0" WITH PROPER PLATE NUMBER AND WEIGHT OF"

1-6" 8" 2"

1-6" 8" 2"1 "

RAIL

RAIL

1

"

8"

4

PLATE NUMBER AND WEIGHT OF"

8" 2"

1-3""

" DIA. HOLE FOR HOLD DOWN CLIP

HOLD DOWN CLIP

"

1

1

1

1" DIA.6 3 1 1 1 P F8" "

8"

11"

1" DIA. (4) HOLES

8"

8"

(4) HOLES

4

SHOULDER 2172-1 (4 - TYP.) 1-3""


1

"

1" DIA. (4) HOLES

8"

1-2"



"



"

FROG PLATE - F-11" x 8" x 2-8" - FLATDRAWN BY:

REFERENCE DWGS.LAYOUT - No.8, DOUBLE SLIP CROSSING - 136 lb. -------- SHEET No. 2901-02A. CARLOS 03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.STANDARD

DATE:


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.




"

SHOULDER 2172-1 (2-TYP.)

1

"

RAIL

4

4

8"

WITH PROPER

8"

2-8"

"

"

STAMP PLATE

6

"

1

6 3 1 2 1 P F

6

"

6

"

F P 1 4 1 3 6

6

"


F P 1 3 1 3 6

29011 1 " 2

= 1-0"

FROG PLATE DETAILS NO. 8, 136 LB. DOUBLE SLIP CROSSING

REVISION

SHEET

CADD FILE:

12 OF 14 ES2901-12

UserName=> carlosa


2:38:30 PM



10-0" INSIDE POINT OVERTEES = 10 7/8" 4-11" OUTSIDE POINT OVERTEES = 7-6 1/4" 4-11"

2-9"

NOTE: APPLY BASKET TO ROD AT LOCATION "A" OR "B" AS ORDERED

3"

2"

11"

11"

2"

3"

"

" x 3" BUTTON HD. RIVETS (CTSK. ON BRACKET SIDE)

WELD ALL 4 - SIDES

SEE HB-549 FOR TYPE "SMJ" CLIPS WITH WEB BOLTS "A"

xxxxxxxxxxxxxxxxxxxxxx"

xxxxxxxxxxxxxxxxxxxxxx

3

M.I. SLEEVE E-1983 E-3165RH E-3166LH

BASKET LOCATION "B" (ROD #1B)

C.S. CLIP ST-888 M.I. BASKET E-2455 WITH FIBRE CHANNEL C-1 & (4) H.T. MACH. SQ. HD. BOLTS" x 3" DR. 3", SQ. NUT, SPG. WASH., " x 1" COTTER BASKET LOCATION "A" (ROD #1A) HEX JAM NUTS 1" THREAD

BRACKET (ST-918)

PLAN

SPECIAL NUTS (3811-H-2)

H.T. MACH. SQ. THIN HD. BOLTS (2-PER CLIP), 1" x 4" DR. 4" GR. 2" SQ. NUT, SPG. WASH., &" x 1" COTTER

3" 4" 1" DIA. HOLES"

1-7" 2" 2" 2"

2"

2"

1-7"

3"

2"

2"

2"

4" 1" DIA. HOLES

1

" 1

2" C.L. = 1" X 2" X 5-1" (APPROX.) 9"

2" " DIA. HOLES

"

"

" DIA. HOLES

2"

1"

1"

2"

" DIA. HOLES

2" " DIA. HOLES 9"

2" C.L. = 1" x 2" x 5-1" (APPROX.)

1" DIA. HOLES IN RODS NOTE: ROD #1A ~ BASKET LOCATION "A" ROD #1B ~ BASKET LOCATION "B" 2" 1-4" 1-4" 2"

B.S. WHITWORTH THREADS 56 THREADS @ 6-PER 1"

INSULATED HEAD ROD #1A & #1B WITH CLIPS & BASKET ATTACHED WITH HUCKED INSULATED SPLICE (1) EACH REQUIRED PER SLIP SWITCH

INSULATION MATERIAL CONSISTS OF: ELEVATION(1) FIBRE CHANNEL C-1 (2) FIBRE ANGLE PLATE AP-34 (4) FIBRE BUSHINGS B-11 (1) STEEL SPLICE PLATE ST-684 (1) STEEL CHANNEL ST-568 (4) " HUCK BOLTS C50LR-BR24-36 (4) HUCK COLLARS LC2R-24G

SWITCH INFORMATIONGAGE = 4-8". THROW AT POINT = 4" MIN. ~ 4" MAX. "E" DIST. = 1". PT. = 0" SAMSON. REINF. =" "D" BOTH SIDES (SLOT " STK. SIDE). ROD SPACING = 18". BREAK ALL SHARP CORNERS. DEBURR ALL HOLES.

STAMP RODS WITH "RESP. ROD. #, 136RE, #8 DSS"

DRAWN BY:

A. CARLOS

DATE:


STANDARD


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.




2901 3" = 1-0"


INSULATED HEAD ROD NO. 1 FOR END POINTS NO. 8, 136 LB. DOUBLE SLIP CROSSING

REVISION

SHEET

CADD FILE:

13 OF 14 ES2901-13

UserName=> carlosa


2:38:30 PM



OVERTEES = 4-3" (ADJUSTMENT 4-2" TO 4-4") 6-0"

2-11"

"

2-11"

6"

2"

1" DIA. HOLES ( ") SEE HB-549 FOR TYPE "SMJ" CLIPS WITH WEB BOLTS "B"

INSULATION MATERIAL CONSISTS OF:(1) FIBRE CHANNEL C-1. (2) FIBRE ANGLE PLATE AP-34. (4) FIBRE BUSHINGS B-11. (1) STEEL SPLICE PLATE ST-684. (1) STEEL CHANNEL ST-568. (4) " HUCK BOLTS C50LR-BR24-36. (4) HUCK COLLARS LC2R-24G.

SEE HB-221 FOR TYPE "M" CLIPS WITH WEB BOLTS "B"

1

1" DIA. HOLES IN RODS

"

1 " DIA. HOLES

PLAN SWITCH INFORMATIONNOTE: TYPE "M" CLIP MUST BE WELDED TO ROD ALONG BOTH SIDES OF BOTTOM OF CLIPS GAGE = 4-8" THROW AT POINT = 4" MIN. ~ 4" MAX. "E" DIST. = 1" PT. = 0" SAMSON REINF. =" "D" BOTH SIDES (SLOT " STK. SIDE) ROD SPACING = 18" x 3-0" (#2 ROD) ROD SPACING = 18" x 3-5" (#3 ROD) 2" C.L. = 1" X 2" X 3-1" (APPROX.)

2"

2-1"

"

7"

2"

9"

"

1

" 1

"

"

C.L. = 1" X 2" X 3-1" (APPROX.)

2"

3"

2" 3" 1-6"

1"

1"

2" 1-1"

B.S. WHITWORTH THREADS 56 THREADS @ 6-PER 1"

ELEVATIONINSULATED SPREAD RODS NO. 2 OR 3 WITH CLIPS AND BOLTS ATTACHED WITH HUCKED INSULATED SPLICE, (2) EACH REQUIRED PER SLIP SWITCH STAMP ROD WITH "RESP. NO., 136RE, #8 DSS"

DRAWN BY:

A. CARLOS

DATE:


STANDARD


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.




2901 3" = 1-0"REVISION SHEET


INSULATED SPREAD RODS NO. 2 & 3 FOR END POINTS NO. 8, 136 LB. DOUBLE SLIP CROSSING

CADD FILE:

14 OF 14 ES2901-14

UserName=> carlosa


2:38:31 PM



METROLINK (S.C.R.R.A.) ENGINEERING STANDARDS NO. 10 DOUBLE SLIP CROSSING

BILL OF MATERIAL QTY.2 EACH 4 EACH 4 PAIR 2 EACH 2 EACH 2 EACH 4 EACH 28 EACH 2 EACH 2 EACH 8 EACH 2 EACH 2 EACH 2 EACH 2 EACH 2 EACH 4 EACH 2 EACH 4 EACH 12 PCS. 20 PCS. 356 PCS. 24 PCS. 924 PCS. 2 EACH 4 EACH 4 EACH 2 EACH 4 EACH 2 EACH 2 EACH 4 EACH 4 EACH 4 EA.

DESCRIPTIONSOLID MANGANESE CENTER FROG "D" STRAPS WITH BOLTS 34-7" EXTENDED FIELD WELDED TYPE SWITCH POINT No. 1A & 1B HEAD ROD FOR END POINTS No. 2 & 3 SPREAD RODS FOR END POINTS No. 4 & 5 HEAD RODS FOR MOVEABLE CENTER POINTS SLIDE PLATE S-5P SLIDE PLATE S-8P BRACE SLIDE PLATES 1A & 1B THRU 4A & 4B BRACE SLIDE PLATES 5C BRACE SLIDE PLATES 6A & 7A GAGE PLATE No. GP-1 THRU GP-6 SWITCH PLATE 14-L & 14-R THRU 19-L &19-R FROG PLATES F-1 THRU F-15A & 15B INSULATED FROG GAGE PLATES FGP-1 THRU FGP-3 No.10 RAIL BOUND MANGANESE FROG ~ 21-2" 16-0" U-69 ADJUSTABLE GUARD RAIL W/PLATES D.I. RAIL HOLD DOWN CLIPS E-3707 D.I. RAIL HOLD DOWN CLIPS E-3709 BOLTLESS ADJUSTABLE BRACE ASSEMBLY SCRRA ES1406 "PANDROL", OR EQUAL "E" - CLIP 6" TIE PLATE E-CLIP TYPE E-2055 (GALVANIZED) E-CLIP TYPE E-2063 (GALVANIZED) SCREW SPIKES " DIA. X 6" No. 5760 STRAIGHT STOCK RAIL 25-0" LONG BRACE RAIL - 5-11" LONG MOVEABLE POINT RAIL - 13-1" LONG OUTER SLIP RAIL - 20-7" LONG 12 SWITCH POINT RAIL - 22-8" LONG 12 KNUCKLE RAIL - 23-11" LONG STRAIGHT STOCK RAIL - 25-0" LONG CURVED STOCK RAIL - 28-2" LONG CURVED SWITCH POINT RAIL - 34-7" LONG EPOXY BONDED PREFABRICATED INSULATED JOINT KITS 4 4 TOTAL 74

DRAWING INDEXBILL OF MATERIAL & GENERAL NOTES 136 lb. - NO. 10 - DOUBLE SLIP CROSSING CROSSING GEOMETRY NO. 10 DOUBLE SLIP CROSSING 136 LB. - NO. 10 - SOLID MANGANESE FROG WITH PLATES 136 lb. - U-69 GUARD RAIL WITH PLATES NO. 10 DOUBLE SLIP CROSSING - CENTER SECTION LAYOUT 22-8" SWITCH POINT DETAILS 34-7" SWITCH POINT DETAILS 136 LB MOVEABLE CENTER POINT 136 LB UNDERCUT STOCK RAILS INSULATED GAGE PLATE DETAILS INSULATED GAGE PLATE & BRACE PLATE DETAILS BRACE PLATE & SLIDE PLATE DETAILS BRACE SLIDE PLATE & INSULATED SLIDE PLATE DETAILS INSULATED FROG GAGE PLATE DETAILS FROG PLATE DETAILS INSULATED HEAD ROD NO. 1 FOR END POINTS INSULATED SPREAD ROD NO. 2 & 3 FOR END POINTS INSULATED HEAD ROD NO. 4 FOR MOVEABLE CENTER POINTS INSULATED HEAD ROD NO. 5 FOR MOVEABLE CENTER POINTS No. 2902-01 No. 2902-02 No. 2902-03 No. 2902-04 No. 2902-05 No. 2902-06 No. 2902-07 No. 2902-08 No. 2902-09 No. 2902-10 No. 2902-11 No. 2902-12 No. 2902-13 No. 2902-14 No. 2902-15 No. 2902-16 No. 2902-17 No. 2902-18 No. 2902-19 No. 2902-20 1. ENTIRE DOUBLE SLIP CROSSING TO BE FABRICATED FROM 136 LB. HEAD HARDENED RAIL. 2. LOCATIONS OF INSULATED JOINTS ARE AS SHOWN ON ES2902-02. IT WILL BE SATISFACTORY TO RELOCATE THE INSULATED JOINT IN THE FIELD UP TO 12" SO AS TO PROVIDE A SUITABLE SUSPENDED JOINT, PROVIDED THE STAGGER OF THE INSULATED JOINTS DOES NOT EXCEED 4-6". SUSPENDED INSULATED JOINTS MUST BE LOCATED IN A CRIB AREA BETWEEN TIES, A MINIMUM DISTANCE OF 4" FROM EDGE OF NEAREST TIE PLATE. 3. ALL INSULATED JOINTS ARE TO BE ADHESIVE BONDED INSULATED JOINTS UNLESS OTHERWISE SPECIFIED. 4. ALL MATERIALS REQUIRED FOR HAND OR MACHINE OPERATED SWITCH OPERATION WILL BE FURNISHED PER REQUIREMENTS OF THE S.C.R.R.A. DIRECTOR OF ENGINEERING AND CONSTRUCTION. 5. MATERIALS AND WORKMANSHIP, ALSO ANY CONSTRUCTION DETAILS NOT SHOWN, SHALL BE PER CURRENT A.R.E.M.A. "TRACKWORK PLANS AND SPECIFICATIONS" UNLESS OTHERWISE SPECIFIED. 6. WHERE REQUIRED, ALL IDENTIFICATION SYMBOLS TO BE PLAINLY STAMPED. 7. GAGE PLATES WILL BE FURNISHED INSULATED. SWITCH RODS WILL BE FURNISHED INSULATED UNLESS OTHERWISE SPECIFIED. 8. MANUFACTURER SHALL SUBMIT TWO COPIES OF SHOP DRAWINGS TO THE S.C.R.R.A. DIRECTOR OF ENGINEERING AND CONSTRUCTION FOR APPROVAL PRIOR TO FABRICATION OF TURNOUT. SHOP DRAWINGS THAT CHANGE DETAILS OF THESE STANDARDS MUST CLEARLY SPECIFY SUCH PROPOSED CHANGES. 9. THE MATERIAL INCLUDED IN THE PURCHASE OF A "DOUBLE SLIP CROSSING COMPLETE" IS EVERYTHING LISTED IN THE BILL OF MATERIALS. TO CONSTRUCT A COMPLETE TURNOUT, SWITCH TIES (PER LIST ON THIS SHEET) AND INSULATED JOINTS, FIELD WELDS, RUNNING RAIL AND CLOSURE RAIL IDENTIFIED ON SUBSEQUENT SHEETS MUST ALSO BE SUPPLIED. 10. TIE PLATES SHALL CONFORM TO S.C.R.R.A STANDARD ES2454. 11. SCREW SPIKES ( " X 6-2 TPI) SHALL CONFORM TO S.C.R.R.A. STANDARD ES2357. PLATE HOLES SHALL BE 1" DIAMETER. PILOT HOLES IN TIES SHALL BE " DIAMETER. SCREW SPIKES SHALL BE SCREWED INTO WOOD (NOT DRIVEN). 12. MANUFACTURER SHALL BEVEL RAIL ENDS PER CURRENT A.R.E.M.A. PLAN NO. 1005. 13. THE 34-7 " SWITCH POINT, MADE FROM 40-0" RAIL PER ES2902-08 IS TO BE FURNISHED WITH SWITCH RODS NO. 1A, 1B, AND 2 THRU 5 PER ES2902-17 THRU ES2902-20 14. FOR CROSSING DATA FOR A NO. 10 DOUBLE SLIP CROSSOVER 136 LB. R.E. RAIL SEE CHART ON SHEET 3. 15. GAGE PLATES FOR SWITCH AND FROG, SWITCH HEEL PLATE (FOR BOTH R.H. AND L.H. TURNOUTS) AND PLATES 14 THRU 19 ARE DESIGNED TO BE PERPENDICULAR TO THE CENTRAL AXIS OF THE SWITCH 16. UPON COMPLETION OF TURNOUT INSTALLATION, RUNNING RAIL MUST BE ADJUSTED TO S.C.R.R.A. NEUTRAL RAIL TEMPERATURE. 17. ENTIRE CROSSOVER TO BE FULLY FLOOR ASSEMBLED INCLUDING END FROGS AND HF GUARD RAILS. 18. ALL E-CLIPS TO BE GALVANIZED.

NOTES:

BILL OF SWITCH TIES PIECES24 18

SIZE7" x 9" 7" x 9" 7" x 9" 7" x 9" 7" x 9" 7" x 9"

LENGTH11-0" 12-0" 13-0" 14-0" 15-0" 16-0"

BOARD FEET1386.00 1134.00 819.00 882.00 294.00 336.00 TOTAL 4851.00

DRAWN BY:

A. CARLOS

DATE:


STANDARD


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.




2902 NONEREVISION SHEET


NO. 10, 136 LB. DOUBLE SLIP CROSSING WITH MOVEABLE POINT FROG BILL OF MATERIAL AND GENERAL NOTES

CADD FILE:

1 OF 20 ES2902-01

UserName=> carlosa


2:38:31 PM



NOTE:See cover sheet for notes, bill of material and crossing data.

" PT.1 4 -0" 1 3 -0" 1 3 -0" 1 4 -0" 1 4 -0" 1 3 -0" 1 3 -0" 1 4 -0" 1 4 -0" 1 3 -0" 1 3 -0" 1 4 -0"

12-11"1 2 -0"

P.S.

34-7"

1 5 -0"

1 2 -0"

1 2 -0"

1 2 -0"

1 1 -0"

1 1 -0"

1 2 -0"

1 2 -0"

1 2 -0"

1 6 -0"

1 1 -0"

1 1 -0"

1 2 -0"

1 2 -0"

1 1 -0"

1 1 -0"

1 1 -0"

1 1 -0"

1 1 -0"

1 1 -0"

19"

19"

19"

19"

19"

19"

19"

19"

19"

19"

19"

19"

22"

19"

22"

22"

21"

19"

21"

19"

19"

19"

19"

20"

20"

20"

20"

18"

20"

18"

20"

20"

20"

20"

1 1 -0"

1 5 -0"

1 6 -0"

1 1 -0"

22"

20"

10"

2" CANTED PLATES 1 : 40 6"

17" 19"

3-6" 21"ROD NO.5 ROD NO.4

15"

5"

OUT. SLIP RAIL 20-7"1 " 1 8 3" 2 1ROD NO.1 ROD NO.2 ROD NO.3

3 1 1 "

C

" RI SE

" RI SE

" RI SE

" RI SE

0" RI SE

0" RI SE

0" RI SE

" RI SE

" RI SE

GP-1

1A

2A

3A

GP-3

S-5P

GP-2

GP-4

S 8 P

S 8 P

6AS-8P

GP-5 14-R 15-R 16-R 17-R 18-R 19-R

GP-6

S-8P

7A

MATCH

C

C

C

NOTE: USE PANDROL E-2063 AT INSULATED JOINT LOCATIONS

28-2" CVD. STOCK RAIL #1

34-7" CVD. SWITCH POINT

MOVEABLE PT. 13-1"

LI NE

STANDARD PLATE (TYP.)

C

25-0" STR. STOCK RAIL #2

22-8" SWITCH POINT

FIELD WELD

BRACE RAIL 5-11"

INSULATED JOINT FWE-3709

5-C4A

F-15A

6A

7AFW

FW INSULATED JOINT

4B

S 8 P

S-8P 1BFW NOTE: USE CLIP E-2063 AT INSULATED JOINT LOCATIONS

P 8 SS-5P

6A1 /4" RI SE 1 /4" RI SE

7A0" RI SE 0" RI SE 0" RI SE " RI SE " RI SE " RI SE " RI SE

MOVEABLE PT. 13-1"

" 9 6

16-0" U69 GUARD RAIL (TYP.)

FGP-3

28-2" CVD. STOCK RAIL #5 25-0" STR. STOCK RAIL #6

34-7" CVD. SWITCH POINT 22-8" SWITCH POINT FIELD WELD

OUT. SLIP RAIL 20-7" BRACE RAIL 5-11"

CANTED PLATES 1 : 40 NOTE: RAIL SHOWN AS DASHED NOT FURNISHED BY SPECIAL TRACKWORK VENDOR

#10 DOUBLE SLIP CROSSING

DRAWN BY:

A. CARLOS

DATE:


STANDARD


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.




DOUBLE SLI P

I S

SYMMETRI CAL ABOUT

FGP-2

FGP-1

MATCH

2B

3B

LI NE

S-8P

S-8P

14-L

15-L

16-L

17-L

18-L

19-L

29021 " 2REVISION


LAYOUT NO. 10, 136 LB. DOUBLE SLIP CROSSING WITH MOVEABLE POINT FROG

= 1-0" 2 OF 20

SHEET

CADD FILE:

ES2902-02

UserName=> carlosa


2:38:32 PM



1 4

"

S 8 P

S 8 P

1 4

F-1

F-2

F-3

F-4 F-5 F-6

F-7

F-8

F-9

F-10

F-11

F-12

F-13

F-14

F-15B

"

2 -3

6A

7A

"

FW

1 4

FW

E-3707

E-3709

"

P 8 S

P 8 S

P 8 S

1 4

"

NOTES:1. ALL MEASUREMENTS GIVEN AT " BELOW TOP OF RAIL AND TO " POINT OF END OF FROG. 2. ALL RAILS TO BE FULLY HEAT TREATED - BRINELL 341-388. 3. JOINT GAPS: " STANDARD: " INSULATED. 4. JOINT DRILLING: ALL FIELD WELDED RAILS: 9" - 6" @ 3" A.B., 1" DIA. HOLES. 5. ALL INSULATED JOINT RAILS: 3" - 6" - 6" @ 3" A.B., 1" DIA. HOLES. 6. PROPER LOCATION OF EDGE OF PLATES TO BE MARKED WITH WHITE PAINT ON OUTER FLANGE OF RAIL. 7. MATCH MARK ALL RAIL ENDS AS SHOWN. 8. ENTIRE CROSSOVER TO BE FULLY FLOOR ASSEMBLED INCLUDING END FROGS AND HF GUARD RAILS.

CROSSING DATABETWEEN THEO. PTS. OF END FROGS BETWEEN THEO. PT. OF END FROG & CENTER FROG FROM INSIDE SW. PTS. TO THEO. PT. END FROG FROM THEO. PT. OF CTR. FROG TO HEEL JT. LENGTH OF INSIDE SAMSON STOCK RAIL 23-9" LENGTH OF OUTSIDE SAMSON STOCK RAIL LENGTH OF FROG FROM THEO. PT. TO TOE LENGTH OF FROG FROM THEO. PT. TO HEEL LENGTH OF OUTSIDE SAM. END SW. PTS. (0" SAMSON) LENGTH OF INSIDE SAM. END SW. PTS. (0" SAMSON) 28-2" 8-1" 12-3" 22-8" 34-7" 94-3" 47-2" 12-6" 10-4" 23-9" GAGE ON STRAIGHT TRACK GAGE ON CURVED TRACK SWITCH ANGLE @ END POINTS HEEL SPREAD OUTSIDE SW. PTS. 5 11/16" B.C. 8 9/32" A.C. HEEL SPREAD INSIDE SW. PTS. 6 1/32" B.C. 14 3/4" A.C. 4-8" 4-8" 1-11-56" ANGLE OF CROSSING DEGREE OF CURVATURE GAGE LINE RADIUS THROW AT END PT. 5-43-29" 4-48-09" 1193.4206 4"

SPECIFICATIONS:1. 2.CROSSING TYPE - #10 DOUBLE SLIP, GENERALLY PER A.R.E.M.A. PLAN NO. 814. RAIL: 136RE HEAT TREATED. FROG - #10 RAIL BOUND MANGANESE FROG, 136RE, 22-6" LONG WITH PANDROL PLATES - MANGANESE CASTING TO BE EXPLOSIVE HARDENED. SWITCH POINTS - 22-8" & 34-7" LONG, CURVED AND STRAIGHT, SAMSON PLANING A.R.E.M.A. DETAIL 5100. CURVED POINTS TO BE EQUIPED WITH REPLACEABLE MANGANESE INSERTS. CLIPS AND RODS - VERTICAL RODS WITH "SMJ" CLIPS. ADJUSTABLE BRACES - BOLTLESS WITH SPRING CLIPS. GUARD RAILS - U-69 SECTION 16-0" RAISED GUARD RAIL WITH BRACES AND PLATES. GAGE PLATES - TO BE FURNISHED INSTALLED.

3.

4. 5. 6. 7.

CP.S.I N S U L A T E D J O I N T


OF SLIP ANGLE AT CENTERLINE OF TANGENTS 5-43-29" 25-0" STR. STOCK RAIL #4 JOINT MARK (TYP.) 28-2" CVD. STOCK RAIL #3 "L"" " M " N "

P.S.

"C"2 2 8 "S WI T C HP O I N T

O U T . S L I PR A I L2 0 7 " K N U C K L ER A I L2 3 1 1 "

"E"

" D "

T N I O HP C T WI 8 "S 2 2

END FROG

" A "

1 " 3 1 . T EP L B A E V O M

M O V E A B L EP T . 1 3 1 "

I N S U L A T E D J O I N T " T "

8 " E4 G A G

34-7" CVD. SWITCH POINT 34-7" CVD. SWITCH POINT" B " I N S U L A T E D J O I N T M O V E A B L EP T . 1 3 1 "

"J" "K"

34-7" CVD. SWITCH POINT 34-7" CVD. SWITCH POINT1 " 3 1 . T EP L B A E V O M" R " " " P 2 2 8 "S WI T C HP O I N T I N S U L A T E D J O I N T

END FROG

" V "G A G E4 8 "

T N I O HP C T WI 8 "S 2 2

" G " F " "

K N U C K L ER A I L2 3 1 1 ""H"

O U T . S L I PR A I L2 0 7 "

"S" 28-2" CVD. STOCK RAIL #7


25-0" STR. STOCK RAIL #8

P.S. TO P.S. = 69-3" (" P.F. TO " P.F. = 95-1")

CROSSING DATA

REFERENCE DRAWING136 lb. - NO. 10 - DOUBLE SLIP CROSSING SHEET No. 2902-02

DRAWN BY:

A. CARLOS

DATE:


STANDARD


XREV.

XX-XX-XXDATE

REVISIONDESCRIPTION

XXDES.




2902 NONE


CROSSING GEOMETRY AND CROSSING DATA NO. 10, 136 LB. DOUBLE SLIP CROSSING

REVISION

SHEET

CADD FILE:

3 OF 20 ES2902-03

UserName=> carlosa


2:38:32 PM



" PT.

SLOPE " 8" 2" STARTS 2-3" FROM " PT. TOP SURFACE OF CASTING CHAMFER TO " THICK POINT IN 2" " RAD8" MI N.

NOTES:C PLATEBASE OF RAIL 1. FROG ANGLE 5-43-29". 2. RAIL USED TO FABRICATE FROG IS TO BE 136 LB. HIGH STRENGTH. 3. RAIL BOUND MANGANESE STEEL FROG PER CURRENT A.R.E.M.A. PLAN NO. 621 & 625 WITH EXPLOSIVE HARDENED MANGANESE HIGH INTEGRITY CASTING PER CURRENT A.R.E.M.A. SPECIFICATIONS AND MODIFIED FOR ARM LENGTHS AND PLATES WITH "PANDROL" FASTENERS. 4. ALL FROG PLATES SHALL BE STAMPED IN " CHARACTERS TO INDICATE MFG., FROG NO., R.H., RAIL SECTION AND PLATE NUMBER. MARK TO BE STAMPED ON SAME END OF ALL FROG PLATES. 5. FOR DETAILS OF FROG PLATES FP-1 THRU FP-15, SEE SHEET ES2902-16. 6. WORKMANSHIP AND MATERIALS SHALL BE PER CURRENT A.R.E.M.A. SPECIFICATIONS FOR "SPECIAL TRACKWORK", EXCEPT AS OTHERWISE SPECIFIED. 7. ANY CONSTRUCTION DETAILS NOT SHOWN SHALL BE IN ACCORDANCE WITH CURRENT A.R.E.M.A. RECOMMENDED PRACTICE. 8. FROG PLATES ARE DESIGNED TO BE INSTALLED PERPENDICULAR TO MAIN TRACK. 9. BODY BOLTS 1" DIAMETER, H.T.C.S. - PER A.R.E.M.A. SPECIFICATIONS. 10. TOE AND HEEL BLOCKS AND BOLTS PER A.R.E.M.A. SPECIFICATIONS. 11. PLATES TO BE MADE OF MILD ROLLED STEEL. 12. THE PLATES AS SHOWN ARE FOR A 136 LB., NO. 10, DOUBLE SLIP CROSSING, MACHINE OPERATED TURNOUT. 13. THE "PANDROL" TYPE WELD - ON PRESSED STEEL SHOULDER, MADE OF MILD STEEL, TO BE PURCHASED FROM "PANDROL INTERNATIONAL", OR APPROVED ALTERNATE MEETING "PANDROLS" DESIGN SPECIFICATIONS. THE PRESSED STEEL SHOULDER MUST BE CAEFULLY WELDED TO ALL PLATES WITH A MINIMUM 2 PASS " + FILLET WELD ALONG THE BEVELED GROOVES OF THE SHOULDER. ANY WELD PROJECTING BEYOND THE VERTICAL FACE OF SHOULDER IN THE AREA OF THE BASE OF RAIL SEAT MUST BE MACHINED OUT TO PROVIDE A CLEAR RAIL SEAT DIMENSION AS CALLED FOR. 14. MANUFACTURER OF FROG PLATES SHALL USE COMPLETED FROG TO VERIFY LOCATION OF ADJUSTABLE CLAMPS ON FROG PLATES FP-1, FP-2 AND FP-3 TO INSURE PROPER FIT. FROG PLATES WILL BE WELDED TO THE GAGE PLATES IN THE FIELD WITH A 3 PASS " + FILLET WELD. PLATES WILL BE WELDED ONLY AFTER THE GAGE PLATES ARE SECURED IN THE PROPER LOCATION ON THE TIE WITH THE FROG IN PLACE AT PROPER ALIGNMENT. 15. GUARD RAIL PLATES ARE TO BE INSTALLED AND WELDED TO THE FROG GAGE PLATES IN THE FIELD WITH A 3 PASS " + FILLET WELD CONTINUOUS ON BOTH ENDS OF THE PLATE. PLATES ARE TO BE WELDED ONLY AFTER THE GAGE PLATE AND THE FROG IS SECURED IN THE PROPER LOCATION ON THE TIE WITH THE FROG IN PLACE AT PROPER ALIGNMENT. 16. IDENTIFICATION TAG WITH RAISED METAL CHARACTERS TO BE APPLIED WHICH WILL STATE WEIGHT OF RAIL, FROG NO., MANUFACTURER AND YEAR MANUFACTURED.

1" RAD.

PANDROL SHOULDER

NOTE: MUST HAVE " RADIUS OR BEVEL " BACK, " DOWN

2"

1" RAD.

45

SLOPE ON MANGANESE @ SECTION "Y" - "Y"SCALE: NONE

"

"

"

"

"

1 0"

1 0"

"

"

1 8"

1 9"

1 4"

1 7"

1 5"

1 0"

1 1

1 5

1 4

5"

6"

7"

12"

12"

12"

12"

12"

12"

1 5

12"

10"

5"

5"

7"

11"

I.J. E-3709 E-3709 F-15A "Y" "Y" E-3707 FW

R A I L1 5 8"

"7"

1 1 "

1 3

1 0

1 8

"X"

"X"9"

8 5 L1 I A R

"

R A I L6 1 0 "

F-15B

F-14

F-13

F-12

F-11 F-10 F-9 F-8 F-7 F-6 F-5 3"

F-4

F-3

F-2

F-1

FW

MARK LOCATION OF" POINT AT" BELOW

" POINT OF FROG 1-7" 1-7"

DEPRESS POINT " IN 5"

SLOPE " IN 9"

FW 1-7" 1-7" 1-7" 1-7" 1-7"

1-7"

1-10"

1-7"

1-7"

1-7"

1-7"

1-7"

No. 10 RAILBOUND MANGANESE FROG 21-2" LONG WITH PLATESSCALE: 1" = 1-0" LAYOUT - No.10 DOUBLE SLIP CROSSING - 136 lb. ------------------- No. 2902-02DRAWN BY:

REFERENCE DWGS.

1 -3

1 0

2" MIN.

3"

"

45

SLOPE ON MANGANESE @ SECTION "X" - "X"" PT. SLOPE " STARTS 16" FROM " PT. TOP SURFACE OF CASTING CHAMFER TO " THICK POINT IN 2" 10" 8" 2" 1" RAD. 1" DIA. (4) HOLES (TYP.) 1" 4" 1"

MANGANESE MUST BE GROUND TO FIT SLOPE OF RAIL HEAD FOR THE ENTIRE LENGTH OF CASTING


DETAIL OF FROG CASTING / RAIL FITSCALE: NONE

2 1 2 " 8 1 1 "

1 2 3" 7 3 " 2 1 1 " 5 5 " 1 1 0 " 5" 2 2 " 3 0 "F L A R E 3 "

WELDING OF GAGE PLATE & GUARD RAIL:1. POSITION GAGE PLATES AT DESIGNATED TIE LOCATIONS AND ANCHOR IN PLACE. 2. CHECK TRACK FOR CORRECT GAGE. 3. STARTING WITH ONE GAGE PLATE, PLACE FROG PLATES WITH ADJUSTABLE BRACES AND SECURE TO FROG AND GUARD RAIL WITH "PANDROL" CLIPS. 4. RECHECK TRACK GAGE AND CORRECT IF NECESSARY. 5. CAREFULLY WELD FROG PLATE AND GUARD RAIL PLATE TO FROG GAGE PLATES WITH 3 PASS " - FILLET WELD. FOR WELDING USE THE FOLLOWING: A. ELECTRODE, 5/

es2000 turnouts maintenance only

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