46
DIRECTOR OF ENGINEERING AND CONSTRUCTION ENGINEERING STANDARDS REVISION STANDARD SHEET SCALE: CADD FILE: ENG. DES. DATE REV. DESCRIPTION DRAWN BY: DATE: FOR NON-SCRRA APPROVED USES: ALL RIGHTS RESERVED. ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA. USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY. 03/31/2011 UserName=> carlosa Date Plotted: 3:53:22 PM 10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2800-14.dgn ASSISTANT DIRECTOR: STANDARDS & DESIGN ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012 SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY LH HST WSM CONCRETE POWER MLSIDE TOSIDE HST CONCRETE WSM RH POWER MLSIDE TOSIDE TURNOUT LAYOUT DRAWING NO 2805-01 DRAWING NO 2805-11 DRAWING NO 2805-31 DRAWING NO 2805-33 DRAWING NO 2805-41 DRAWING NO 2800-50 DRAWING NO 2805-61 SWITCH PACK FROG PACK GUARD RAIL MAINLINE GUARD RAIL TURNOUT INSULATED RAIL ASSEMBLY INSULATED RAIL ASSEMBLY RAIL RAIL RAIL RAIL SHIM TO REDUCE PLATE FLEXURE TIE PAD PANDROL 69935R INSULATION PANDROL NYLON 6790 PANDROL JOINT CLIP E2063 INSULATOR PANDROL NYLON HD10 E-CLIP PANDROL E2055 TIE PLATE PANDROL SPRING WASHER DOUBLE COIL WASHER FLAT TIE SCREWS TIMBER TIE SCREWS CONCRETE LENGTH LENGTH LENGTH LENGTH LENGTH LENGTH 2805-61 2800-50 2805-41 2805-35 2805-31 2805-13 2805-03 2805-62 2800-50 2805-42 2805-32 2805-30 2805-12 2805-02 2805-62 2800-50 2805-42 2805-34 2805-30 2805-14 2805-04 176 175 8 8 342 342 - 352 352 - 352 BILL OF MATERIALS & DRAWING NUMBERS SCRRA NO 14 TURNOUT - - - - QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY 176 175 8 8 342 342 - 352 352 - 352 176 175 8 8 342 342 - 352 352 - 352 176 175 8 8 342 342 - 352 352 - 352 NO 14 CONCRETE TIE LAYOUT HOLLOW STEEL TIE LAYOUT ES2356 ES2355 ES2356 ES2356 ES2454 ES2362 ES2361 2@48’-11" 40’-0" 3@38’-0" 2@30’-0" 49’-0" 48’-10" 2@48’-11" 40’-0" 3@38’-0" 2@30’-0" 49’-0" 48’-10" 2@48’-11" 40’-0" 3@38’-0" 2@30’-0" 49’-0" 48’-10" 2@48’-11" 40’-0" 3@38’-0" 2@30’-0" 49’-0" 48’-10" ML OR TO SIDE SW MACHINE OPERATION POWER OR MANUAL HST OR STANDARD TIES CONCRETE OR TIMBER TIES WSM OR RBM HAND FROG NUMBER - 1 OF 1 2800 XX XX REVISION XX-XX-XX X A. CARLOS NTS ES2800-14 NO 14 TURNOUT

SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

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Page 1: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:22 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2800-14.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

LH

HST

WSM

CONCRETE

POWER

MLSIDE TOSIDE

HST

CONCRETE

WSM

RH

POWER

MLSIDE TOSIDE

TURNOUT LAYOUT DRAWING NO 2805-01

DRAWING NO 2805-11

DRAWING NO 2805-31

DRAWING NO 2805-33

DRAWING NO 2805-41

DRAWING NO 2800-50

DRAWING NO 2805-61

SWITCH PACK

FROG PACK

GUARD RAIL MAINLINE

GUARD RAIL TURNOUT

INSULATED RAIL ASSEMBLY

INSULATED RAIL ASSEMBLY

RAIL

RAIL

RAIL

RAIL

SHIM TO REDUCE PLATE FLEXURE

TIE PAD PANDROL 69935R

INSULATION PANDROL NYLON 6790

PANDROL JOINT CLIP E2063

INSULATOR PANDROL NYLON HD10

E-CLIP PANDROL E2055

TIE PLATE PANDROL

SPRING WASHER DOUBLE COIL

WASHER FLAT

TIE SCREWS TIMBER

TIE SCREWS CONCRETE

LENGTH

LENGTH

LENGTH

LENGTH

LENGTH

LENGTH

2805-61

2800-50

2805-41

2805-35

2805-31

2805-13

2805-03

2805-62

2800-50

2805-42

2805-32

2805-30

2805-12

2805-02

2805-62

2800-50

2805-42

2805-34

2805-30

2805-14

2805-04

176

175

8

8

342

342

-

352

352

-

352

BILL OF MATERIALS & DRAWING NUMBERS

SCRRA NO 14 TURNOUT

-

-

-

-

QUANTITY

QUANTITY

QUANTITY

QUANTITY

QUANTITY

QUANTITY

QUANTITY

QUANTITY

QUANTITY

QUANTITY

QUANTITY 176

175

8

8

342

342

-

352

352

-

352

176

175

8

8

342

342

-

352

352

-

352

176

175

8

8

342

342

-

352

352

-

352

NO 14

CONCRETE TIE LAYOUT

HOLLOW STEEL TIE LAYOUT

ES2356

ES2355

ES2356

ES2356

ES2454

ES2362

ES2361

2@48’-11�"

40’-0"

3@38’-0"

2@30’-0"

49’-0�"

48’-10�"

2@48’-11�"

40’-0"

3@38’-0"

2@30’-0"

49’-0�"

48’-10�"

2@48’-11�"

40’-0"

3@38’-0"

2@30’-0"

49’-0�"

48’-10�"

2@48’-11�"

40’-0"

3@38’-0"

2@30’-0"

49’-0�"

48’-10�"

ML OR TO SIDE SW MACHINE OPERATION

POWER OR MANUAL

HST OR STANDARD TIES

CONCRETE OR TIMBER TIES

WSM OR RBM

HAND

FROG NUMBER

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

A. CARLOS

NTS

ES2800-14

NO 14 TURNOUT

Page 2: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

8’-6�"

1’-3�" TO VERTEX

26’-0" GUARD

13’-8� "

9’-3� "

6�

"

9�

"

3’-

2�

"

2’-

7�

"

2’-

0�

"

1’-

7�

"

1’-

2�

"

14’-6�"

�"

7’-

5�

"

8’-

2�

"

6’-

9"

13’-1�"

26’-0" GUARD

17’-1" TOE LENGTH 23’-1" HEEL LENGTH

40’-2" OVERALL LENGTH

4’-

8�

"

GA

UG

E

44’-6�" PS TO PI

29’-0"

111’-0�" ACTUAL LEAD

1’-3�"

1’-7�"

4’-

5�

"

4’-

6�

"

1:80 CANTED TIE

1620’-11" R

1:80 CANTED TIE

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:23 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-01.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265 G30-00265 G30-00265

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

BP1

BP1

P4 P4

P4

P4

BP2 BP2BP2 BP2

BP2

BP2

BP2

BP2

14-16RRC

14-17RRC

14-18RRC14-19RRC

14-20RC14-21RC

14-22RC

14-23RC

14-24RC

14-25RC

14-26RC

14-16RLC 14-17RLC 14-18RLC 14-19RLC

14-20RC14-21RC

14-22RC

14-23RC

14-24RC

14-25RC

14-26RC

BP2

BP2

RP-2-136

G10-08967NORTRAK

RP-2-136

G10-08967NORTRAK

RP-2-136

G10-08967NORTRAK

P4

P4

RP-2-136

G10-08967NORTRAK

G10-08966NORTRAK

RP-1-136

RP-1-136

G10-08966NORTRAK

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

G10-61206

G10-61203

1�" HVY HEX

G10-61206

G10-61201

1 2

G10-61206G10-61206

US P

AT # 6158698

B75-10001

HT-1

R-15-136/141

US P

AT # 6158698

B75-10003

HT-2

R-15-136/141

G4

0-

00

01

7

B99-89093

V30-60037

V45-00012

NUT W/COTTER SLOTTED 1" HEX

V30-60037

V45-00012

V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012

G10-61209 G10-61201

L99-00666

1�" HVY HEX

BP1C

BP1C

SF14-136-50RC

SF14-136-51RC

SF14-136-52RC

SF14-136-64RC SF14-136-65RC SF14-136-66RC

U99-00511

U99-00511

U99-00511

SF14-136-55RC

U99-00511

SF14-136-62RC

ED

H

4�

"

96’-

11�

"

98’-

11�

"

10

0’-

11�

"

10

2’-

11�

"

10

4’-

11�

"

10

6’-

11�

"

10

8’-

11�

"

110’-

11�

"

112’-

11�

"

114’-

11�

"

116’-

11�

"

118’-

11�

"

12

0’-

11�

"

12

2’-

11�

"

12

4’-

11�

"

12

6’-

11�

"

12

8’-

11�

"

13

0’-

11�

"

13

2’-

11�

"

13

4’-

11�

"

13

6’-

11�

"

13

8’-

11�

"

14

0’-

11�

"

14

2’-

11�

"

14

4’-

11�

"

14

6’-

11�

"

14

8’-

11�

"

15

0’-

11�

"

15

2’-

11�

"

15

4’-

11�

"

15

6’-

11�

"

15

8’-

11�

"

16

0’-

11�

"

16

2’-

11�

"

4’-

2�

"

6’-

2�

"

8’-

2�

"

10’-

2�

"

12’-

2�

"

14’-

2�

"

16’-

2�

"

18’-

2�

"

20’-

2�

"

22’-

2�

"

24’-

2�

"

26’-

2�

"

28’-

2�

"

30’-

2�

"

32’-

2�

"

34’-

2�

"

36’-

2�

"

38’-

2�

"

40’-

2�

"

42’-

2�

"

44’-

2�

"

46’-

2�

"

48’-

2�

"

50’-

2�

"

52’-

2�

"

54’-

2�

"

56’-

2�

"

58’-

2�

"

60’-

2�

"

62’-

2�

"

64’-

2�

"

66’-

2�

"

68’-

2�

"

70’-

2�

"

72’-

2�

"

74’-

2�

"

76’-

2�

"

78’-

2�

"

80’-

1�

"

81’-

11�

"

83’-

9�

"

85’-

7�

"

87’-

5�

"

89’-

3�

"

91’-

1�

"

92’-

11�

"

94’-

11�

"

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3332 34 35 36 37 38 39 40 4142434445464748 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 839

8765

43

21

0

29’-

0"

39’-

0"

49’-

0"

59’-

0"

69’-

0"

79’-

0"

89’-

0"

40’-0" 38’-0"

30’-0"

30’-0"

38’-0"

38’-0"

51’-8" STOCK RAIL

45’-0" POINT

45’-0" POINT

5

6

4

23

48’-11�"

13

9’-

0"

14

9’-

0"

15

9’-

0"

TURNOUT DATA

1

1

1

1

1

1

3

1

2

4

5

6

7

8

9

1

2

3

1

8

11

12

14

15

16

17

18

19

8

13

20210

352

352

352

342

342

175

176

FROG PACK, NO 14-136 LB RE WSM, LH

INSULATED RAIL ASSEMBLY, 48’-10�" C/W BONDED INSULATED JOINT

INSULATED RAIL ASSEMBLY, 49’-0�" C/W BONDED INSULATED JOINT

TIE SCREW, CONCRETE �" DIA X 6" HEX HEAD

SPRING WASHER, DOUBLE COIL (Fe6)

INSULATOR PANDROL FEATURES BASE HOLDOWN NYLON HD-10

INSULATION, PANDROL NYLON 6790

TIE PAD PANDROL 6993SR

SHIM, TO REDUCE PLATE FLEXURE

BC

EC

PS

�"

PT

SP

RE

AD

HE

EL

2805-11

2805-41

2800-50

2805-61

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

DRILLED RAIL, 136 LB RE, 30’-0" LONG

DRILLED RAIL, 136 LB RE, 38’-0" LONG

DRILLED RAIL, 136 LB RE, 40’-0" LONG

DRILLED RAIL, 136 LB RE, 48’-11�" LONG

CLIP PANDROL E2055

CLIP PANDROL E2063

GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", STRAIGHT

GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", LH 2805-31

34’-10"

57’-8" STOCK RAIL

16’-2� "

32’-10"

14’-0� "

48’-11�"

CONCRETE TIE SET, 0-83 + (3) 1:80 TIES, PLATE PADS, PIM INSERTS, LH

SWITCH PACK, NO 14-136 LB RE MODIFIED TANGENTIAL, LH, HST

TO VERTEX

2’-

2"

PS

1

WASHER FLAT �" TYPE A NARROW �" X 1�" X 0.134"

NOTES:

8.

7.

6.

5.

4.

3.

2.

1.

= INSULATED JOINT = WELDED JOINT

SCHWIHAG ROLLERS TO BE INSTALLED AND ADJUSTED IN THE FIELD.

TIGHTEN TIE SCREW WITH DOUBLE COIL SPRING WASHER IN PLACE.

ALL LENGTHS SHALL INCLUDE 1’-9" FROM TIE ENDS TO RAIL CENTERLINE, EXCEPT AS NOTED AND 1:80 CANTED TIES.

SWITCH MACHINE AND MACHINE PLATE (NIC) MUST BE COORDINATED WITH SCRRA.

GUARD RAILS ARE RAISED 1" AND FORM A 1�" FLANGEWAY.

RAIL LENGTHS ALLOW �" GAP BETWEEN RAIL JOINTS FOR WELDING.

ALL RAILS SHALL HAVE IDENTIFICATION COLOR CODE PAINTED ON WEB, CLEAR OF JOINT AREA.

25 MPH FREIGHT @ 2" UNBALANCE

35 MPH PASSENGER @ 3" UNBALANCE

DESIGN SPEEDS

3°32’07" DEGREE OF CURVE:

1620’-11" CENTERLINE RADIUS:

CLOSURE AREA

ACTUAL LEAD: 111’-0�"

THROW AT ROD #1: 4�"

THICKNESS AT POINT: �"

0°29’50" ENTRY ANGLE:

1’-3�" VERTEX DISTANCE:

45’-0" LENGTH OF POINTS:

SWITCH

40’-2" TOTAL LENGTH:

23’-1" HEEL LENGTH:

17’-1" TOE LENGTH:

FROG

CO

NT

RO

LL

ER

U-

5

CIR

CUIT

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-01HST, SWITCH MACHINE ON MAINLINE SIDE

NO 14-136 LB RE LH WSM FROG TURNOUT

TURNOUT LAYOUT

C

Page 3: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

26’-0" GUARD

13’-8� "

9’-3� "

�"

7’-

5�

"

8’-

2�

"

6’-

9"

1620’-11" R

4’-

5�

"

14’-6�"

8’-6�"

1’-3�" TO VERTEX

1’-3�" TO VERTEX

44’-6�" PS TO PI

3’-

2�

"

2’-

7�

"

2’-

0�

"

1’-

7�

"

1’-

2�

"

9�

"

6�

"

40’-2" OVERALL LENGTH

17’-1" TOE LENGTH 23’-1" HEEL LENGTH

26’-0" GUARD

13’-1�"

29’-0"

111’-0�" ACTUAL LEAD

1’-7�"

1:80 CANTED TIE

4’-

6�

"

4’-

8�

"

GA

UG

E

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:25 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-02.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

1

1

1

1

1

1

3

1

2

4

5

6

7

8

9

1

2

3

-

-

-

-

-

1

8

11

12

14

15

16

17

18

19

8

13

210 - 20

INSULATED RAIL ASSEMBLY, 48’-10�" C/W BONDED INSULATED JOINT

TIE SCREW, CONCRETE �" DIA x 6" HEX HEAD

SPRING WASHER, DOUBLE COIL (Fe6)

INSULATION, PANDROL NYLON 6790

TIE PAD PANDROL 6993SR

SHIM, TO REDUCE PLATE FLEXURE

352

352

352

342

342

175

176

-

-

-

-

-

-

-

-

-

G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265 G30-00265 G30-00265

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

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G30-00273

G30-00273

BP1

BP1

P4 P4

P4

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BP2 BP2BP2 BP2

BP2

BP2

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14-17RRC

14-18RRC14-19RRC

14-20RC14-21RC

14-22RC

14-23RC

14-24RC

14-25RC

14-26RC

14-16RLC 14-17RLC 14-18RLC 14-19RLC

14-20RC14-21RC

14-22RC

14-23RC

14-24RC

14-25RC

14-26RC

BP2

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RP-2-136

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RP-2-136

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G10-08966NORTRAK

RP-1-136

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1�" HVY HEX

1�" HVY HEX

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G10-61206

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14’-

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16’-

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18’-

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20’-

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22’-

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24’-

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26’-

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28’-

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30’-

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32’-

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34’-

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36’-

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38’-

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40’-

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42’-

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44’-

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46’-

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48’-

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50’-

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52’-

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54’-

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56’-

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58’-

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60’-

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62’-

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64’-

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66’-

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68’-

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70’-

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72’-

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74’-

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76’-

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78’-

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80’-

1�

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81’-

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83’-

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85’-

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87’-

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89’-

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91’-

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92’-

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94’-

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10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3332 34 35 36 37 38 39 40 4142434445464748 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 839

8765

43

21

0

�"

POIN

T

SP

RE

AD

HE

EL

29’-

0"

39’-

0"

49’-

0"

59’-

0"

69’-

0"

79’-

0"

89’-

0"

34’-10"

32’-10"

40’-0" 38’-0"

30’-0"

30’-0"

38’-0"

38’-0"

48’-11�"

57’-8" STOCK RAIL

45’-0" POINT

45’-0" POINT

51’-8" STOCK RAIL

5

6

4

23

CO

NT

RO

LL

ER

16’-2� "

48’-11�"14’-0� "

13

9’-

0"

14

9’-

0"

15

9’-

0"

BC

PS

EC

2805-12

2805-42

2800-50

2805-62 2805-30

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

CLIP PANDROL E2055

CLIP PANDROL E2063

FROG PACK, NO 14-136 LB RE WSM, RH

DRILLED RAIL, 136 LB RE, 30’-0" LONG

DRILLED RAIL, 136 LB RE, 38’-0" LONG

DRILLED RAIL, 136 LB RE, 40’-0" LONG

INSULATOR PANDROL FEATURES BASE HOLDOWN NYLON HD-10

SWITCH PACK, NO 14-136 LB RE MODIFIED TANGENTIAL, RH, HST

INSULATED RAIL ASSEMBLY, 49’-0�" C/W BONDED INSULATED JOINT

DRILLED RAIL, 136 LB RE, 48’-11�" LONG

CONCRETE TIE SET, 0-83 + (3) 1:80 TIES, PLATE PADS, PIM INSERTS, RH

1

PS

2’-

2"

GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", STRAIGHT

GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", RH

TURNOUT DATA

NOTES:

8.

7.

6.

5.

4.

3.

2.

1.

= INSULATED JOINT = WELDED JOINT

SCHWIHAG ROLLERS TO BE INSTALLED AND ADJUSTED IN THE FIELD.

TIGHTEN TIE SCREW WITH DOUBLE COIL SPRING WASHER IN PLACE.

ALL LENGTHS SHALL INCLUDE 1’-9" FROM TIE ENDS TO RAIL CENTERLINE, EXCEPT AS NOTED AND 1:80 CANTED TIES.

SWITCH MACHINE AND MACHINE PLATE (NIC) MUST BE COORDINATED WITH SCRRA.

GUARD RAILS ARE RAISED 1" AND FORM A 1�" FLANGEWAY.

RAIL LENGTHS ALLOW �" GAP BETWEEN RAIL JOINTS FOR WELDING.

ALL RAILS SHALL HAVE IDENTIFICATION COLOR CODE PAINTED ON WEB, CLEAR OF JOINT AREA.

25 MPH FREIGHT @ 2" UNBALANCE

35 MPH PASSENGER @ 3" UNBALANCE

DESIGN SPEEDS

3°32’07" DEGREE OF CURVE:

1620’-11" CENTERLINE RADIUS:

CLOSURE AREA

ACTUAL LEAD: 111’-0�"

THROW AT ROD #1: 4�"

THICKNESS AT POINT: �"

0°29’50" ENTRY ANGLE:

1’-3�" VERTEX DISTANCE:

45’-0" LENGTH OF POINTS:

SWITCH

40’-2" TOTAL LENGTH:

23’-1" HEEL LENGTH:

17’-1" TOE LENGTH:

FROG

WASHER FLAT � TYPE A NARROW �" x 1�" x 0.134"

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-02HST, SWITCH MACHINE ON MAINLINE SIDE

NO 14-136 LB RE RH WSM FROG TURNOUT

TURNOUT LAYOUT

CU-

5

CIR

CUIT

1:8

0

CA

NT

ED

TIE

Page 4: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

8’-6�"

14’-6�"

26’-0" GUARD

9’-3� "

13’-8� "

1620’-11" R

1’-3�" TO VERTEX

40’-2" OVERALL LENGTH

17’-1" TOE LENGTH 23’-1" HEEL LENGTH

13’-1�"

26’-0" GUARD6�

"

9�

"

1’-

2�

"

1’-

7�

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7�

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3’-

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6’-

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5�

"

8’-

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44’-6�" PS TO PI

4’-

5�

"

29’-0"

1’-7�"

1’-3�"

2’-

0�

"

111’-0�" ACTUAL LEAD

1:80 CANTED TIE

4’-

8�

"

GA

UG

E

4’-

6�

"

1:80 CANTED TIE

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:26 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-03.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00265 G30-00265 G30-00265

G30-00273

G30-00273

P4

BP1

BP1

P4 P4

P4

P4

BP2 BP2 BP2BP2 BP2

BP2

BP2

BP2

BP2

14-16RRC

14-17RRC

14-18RRC14-19RRC

14-20RC14-21RC

14-22RC

14-23RC

14-24RC

14-25RC

14-26RC

14-16RLC 14-17RLC 14-18RLC 14-19RLC

14-20RC14-21RC

14-22RC

14-23RC

14-24RC

14-25RC

14-26RC

BP2

RP-2-136

G10-08967NORTRAK

RP-2-136

G10-08967NORTRAK

RP-1-136

G10-08966NORTRAK

P4

RP-2-136

G10-08967NORTRAK

RP-2-136

G10-08967NORTRAK

P4

G10-08966NORTRAK

RP-1-136

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

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US P

AT # 6158698

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B99-89093

V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012V45-00012

NUT W/COTTER SLOTTED 1" HEX

V30-60037

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V30-60037

NUT W/COTTER SLOTTED 1" HEX

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#

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US P

AT

# 6158698

SF14-136-50RC

SF14-136-51RC

SF14-136-52RC

SF14-136-64RC SF14-136-65RC SF14-136-66RC

U99-00511

U99-00511

U99-00511

SF14-136-55RC

U99-00511

SF14-136-62RC

ED

H

4�

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96’-

11�

"

98’-

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10

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110’-

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112’-

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114’-

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118’-

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20’-

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22’-

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24’-

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26’-

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28’-

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30’-

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32’-

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34’-

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36’-

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38’-

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40’-

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42’-

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44’-

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46’-

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52’-

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54’-

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56’-

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58’-

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60’-

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62’-

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64’-

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66’-

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68’-

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70’-

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72’-

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74’-

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76’-

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78’-

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"

80’-

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81’-

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83’-

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85’-

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0 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41424344 45 4647 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 8382

4

26

5

1

3

57’-8" STOCK RAIL

45’-0" POINT

51’-8" STOCK RAIL

29’-

0"

39’-

0"

49’-

0"

59’-

0"

69’-

0"

79’-

0"

89’-

0"

16’-2� "

48’-11�"

34’-10"

32’-10"

40’-0"

38’-0"

38’-0"

30’-0"

30’-0"

38’-0"

13

9’-

0"

14

9’-

0"

15

9’-

0"

48’-11�"

1

1

1

1

1

1

3

1

2

4

5

6

7

8

9

1

2

3

1

8

11

12

14

15

16

17

18

19

8

13

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352

352

352

342

342

175

176

FROG PACK, NO 14-136 LB RE WSM, LH

INSULATED RAIL ASSEMBLY, 48’-10�" C/W BONDED INSULATED JOINT

INSULATED RAIL ASSEMBLY, 49’-0�" C/W BONDED INSULATED JOINT

TIE SCREW, CONCRETE �" DIA X 6" HEX HEAD

SPRING WASHER, DOUBLE COIL (Fe6)

INSULATOR PANDROL FEATURES BASE HOLDOWN NYLON HD-10

INSULATION, PANDROL NYLON 6790

TIE PAD PANDROL 6993SR

SHIM, TO REDUCE PLATE FLEXURE

BC

PS

�"

PT

EC

45’-0" POINT

SP

RE

AD

HE

EL

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

DRILLED RAIL, 136 LB RE, 30’-0" LONG

DRILLED RAIL, 136 LB RE, 38’-0" LONG

DRILLED RAIL, 136 LB RE, 40’-0" LONG

DRILLED RAIL, 136 LB RE, 48’-11�" LONG

CLIP PANDROL E2055

CLIP PANDROL E2063

GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", STRAIGHT -

-

-

-

-

-

-

-

-

2805-13

2805-41

2800-50

2805-61

-

-

-

-

-

-

2805-31

SWITCH PACK, NO 14-136 LB RE MODIFIED TANGENTIAL, LH, HST

GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", LH

PS

2’-

2"

TO VERTEX

14’- 0� "

CONCRETE TIE SET, 0-83 + (3) 1:80 TIES, PLATE PADS, PIM INSERTS, LH

WASHER FLAT �" TYPE A NARROW �" X 1�" X 0.134"

NOTES:

8.

7.

6.

5.

4.

3.

2.

1.

= INSULATED JOINT = WELDED JOINT

SCHWIHAG ROLLERS TO BE INSTALLED AND ADJUSTED IN THE FIELD.

TIGHTEN TIE SCREW WITH DOUBLE COIL SPRING WASHER IN PLACE.

ALL LENGTHS SHALL INCLUDE 1’-9" FROM TIE ENDS TO RAIL CENTERLINE, EXCEPT AS NOTED AND 1:80 CANTED TIES.

SWITCH MACHINE AND MACHINE PLATE (NIC) MUST BE COORDINATED WITH SCRRA.

GUARD RAILS ARE RAISED 1" AND FORM A 1�" FLANGEWAY.

RAIL LENGTHS ALLOW �" GAP BETWEEN RAIL JOINTS FOR WELDING.

ALL RAILS SHALL HAVE IDENTIFICATION COLOR CODE PAINTED ON WEB, CLEAR OF JOINT AREA.

TURNOUT DATA

THROW AT ROD #1: 4�"

THICKNESS AT POINT: �"

0°29’50" ENTRY ANGLE:

1’-3�" VERTEX DISTANCE:

45’-0" LENGTH OF POINTS:

SWITCH

40’-2" TOTAL LENGTH:

23’-1" HEEL LENGTH:

17’-1" TOE LENGTH:

FROG

25 MPH FREIGHT @ 2" UNBALANCE

35 MPH PASSENGER @ 3" UNBALANCE

DESIGN SPEEDS

3°32’07" DEGREE OF CURVE:

1620’-11" CENTERLINE RADIUS:

CLOSURE AREA

ACTUAL LEAD: 111’-0�"

1

CO

NT

RO

LL

ER

U-

5

CIR

CUIT

C

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-03HST, SWITCH MACHINE ON TURNOUT SIDE

NO 14-136 LB RE LH WSM FROG TURNOUT

TURNOUT LAYOUT

Page 5: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

�"

6�

"

9�

"

1’-

2�

"

1’-

7�

"

2’-

0�

"

2’-

7�

"

3’-

2�

"

4’-

5�

"

8’-6�"

14’-6�"

1’-3�" TO VERTEX

44’-6�" PS TO PI

40’-2" OVERALL LENGTH

17’-1" TOE LENGTH 23’-1" HEEL LENGTH

26’-0" GUARD

13’-1�"

26’-0" GUARD

13’-8� "

9’-3� "

8’-

2�

"

6’-

9"

7’-

5�

"

29’-0"

4’-

6�

"

1’-7�"

111’-0�" ACTUAL LEAD

1’-3�"

1:80 CANTED TIE

1620’-11" R

4’-

8�

"

GA

UG

E

1:80 CANTED TIE

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:28 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-04.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00273

G30-00265 G30-00265 G30-00265

G30-00273

G30-00273

P4

BP1

BP1

P4 P4

P4

P4

BP2 BP2 BP2BP2 BP2

BP2

BP2

BP2

BP2

14-16RRC

14-17RRC

14-18RRC14-19RRC

14-20RC14-21RC

14-22RC

14-23RC

14-24RC

14-25RC

14-26RC

14-16RLC 14-17RLC 14-18RLC 14-19RLC

14-20RC14-21RC

14-22RC

14-23RC

14-24RC

14-25RC

14-26RC

BP2

RP-2-136

G10-08967NORTRAK

RP-2-136

G10-08967NORTRAK

RP-1-136

G10-08966NORTRAK

P4

RP-2-136

G10-08967NORTRAK

RP-2-136

G10-08967NORTRAK

P4

G10-08966NORTRAK

RP-1-136

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

G10-61206G10-61206

US P

AT # 6158698

G4

0-

00

01

8

B99-89093

V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012V45-00012

NUT W/COTTER SLOTTED 1" HEX

V30-60037

V45-00012

V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012

G10-61209 G10-61201

L99-00666

US

PT

#

61

58

69

8

G10-61206

G10-61201

US

PT

#

61

58

69

8

G10-61206

G10-61203

HT-

9R

R-

14-

13

6

HT-

5R

R-

14-

13

6

HT-1

RR-14-136

HT-2

RR-14-136

US P

AT

# 6158698

SF14-136-50RC

SF14-136-51RC

SF14-136-52RC

SF14-136-64RC SF14-136-65RC SF14-136-66RC

U99-00511

U99-00511

U99-00511

SF14-136-55RC

U99-00511

SF14-136-62RC

ED

H

4�

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96’-

11�

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98’-

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44’-

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46’-

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48’-

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54’-

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56’-

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58’-

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60’-

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62’-

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64’-

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66’-

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68’-

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70’-

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72’-

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74’-

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76’-

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78’-

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80’-

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81’-

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83’-

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4

26

5

1

3

57’-8" STOCK RAIL

�"

POIN

T

29’-

0"

39’-

0"

49’-

0"

59’-

0"

69’-

0"

79’-

0"

89’-

0"

16’-2� "

48’-11�"14’-0� "

34’-10"

32’-10"

40’-0"

38’-0"

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0"

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1

1

1

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1

1

3

1

2

4

5

6

7

8

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2

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-

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1

8

11

12

14

15

16

17

18

19

8

13

210 - 20

INSULATED RAIL ASSEMBLY, 48’-10�" C/W BONDED INSULATED JOINT

TIE SCREW, CONCRETE �" DIA x 6" HEX HEAD

SPRING WASHER, DOUBLE COIL (Fe6)

INSULATION, PANDROL NYLON 6790

TIE PAD PANDROL 6993SR

SHIM, TO REDUCE PLATE FLEXURE

352

352

352

342

342

175

176

-

-

-

-

-

-

-

-

-

51’-8" STOCK RAIL

45’-0" POINT

45’-0" POINT

SP

RE

AD

HE

EL

BC

PS

EC

2805-14

2805-42

2800-50

2805-62

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

CLIP PANDROL E2055

CLIP PANDROL E2063

FROG PACK, NO 14-136 LB RE WSM, RH

DRILLED RAIL, 136 LB RE, 38’-0" LONG

DRILLED RAIL, 136 LB RE, 40’-0" LONG

DRILLED RAIL, 136 LB RE, 30’-0" LONG

INSULATOR PANDROL FEATURES BASE HOLDOWN NYLON HD-10

2805-30

PS

2’-

2"

TO VERTEX

SWITCH PACK, NO 14-136 LB RE MODIFIED TANGENTIAL, RH, HST

GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", STRAIGHT

GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", RH

INSULATED RAIL ASSEMBLY, 49’-0�" C/W BONDED INSULATED JOINT

DRILLED RAIL, 136 LB RE, 48’-11�" LONG

CONCRETE TIE SET, 0-83 + (3) 1:80 TIES, PLATE PADS, PIM INSERTS, RH

WASHER FLAT �" TYPE A NARROW �" x 1�" x 0.134"

NOTES:

8.

7.

6.

5.

4.

3.

2.

1.

= INSULATED JOINT = WELDED JOINT

SCHWIHAG ROLLERS TO BE INSTALLED AND ADJUSTED IN THE FIELD.

TIGHTEN TIE SCREW WITH DOUBLE COIL SPRING WASHER IN PLACE.

ALL LENGTHS SHALL INCLUDE 1’-9" FROM TIE ENDS TO RAIL CENTERLINE, EXCEPT AS NOTED AND 1:80 CANTED TIES.

SWITCH MACHINE AND MACHINE PLATE (NIC) MUST BE COORDINATED WITH SCRRA.

GUARD RAILS ARE RAISED 1" AND FORM A 1�" FLANGEWAY.

RAIL LENGTHS ALLOW �" GAP BETWEEN RAIL JOINTS FOR WELDING.

ALL RAILS SHALL HAVE IDENTIFICATION COLOR CODE PAINTED ON WEB, CLEAR OF JOINT AREA.

TURNOUT DATA

THROW AT ROD #1: 4�"

THICKNESS AT POINT: �"

0°29’50" ENTRY ANGLE:

1’-3�" VERTEX DISTANCE:

45’-0" LENGTH OF POINTS:

SWITCH

40’-2" TOTAL LENGTH:

23’-1" HEEL LENGTH:

17’-1" TOE LENGTH:

FROG

25 MPH FREIGHT @ 2" UNBALANCE

35 MPH PASSENGER @ 3" UNBALANCE

DESIGN SPEEDS

3°32’07" DEGREE OF CURVE:

1620’-11" CENTERLINE RADIUS:

CLOSURE AREA

ACTUAL LEAD: 111’-0�"

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

U-

5

CIR

CUIT

CO

NT

RO

LL

ER

C

HDR

NTS

ES2805-04HST, SWITCH MACHINE ON TURNOUT SIDE

NO 14-136 LB RE RH WSM FROG TURNOUT

TURNOUT LAYOUT

Page 6: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

UserName=> carlosa Date Plotted: 3:53:29 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-11.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

BP2

RP-2-136

RP-2-136

RP-2-136

RP-2-136

P4

RP-1-136

G4

0-

00

01

7

B99-89093

P 38250

P 38250

P 38250

P 38250

BP1

BP1

P4 P4

P4

P4

BP2 BP2BP2 BP2

BP2

BP2

BP2

BP2

14-25RC

14-26RC

BP2

14-26LC

14-25LC

14-24LC

14-23LC

14-22LC

14-21LC14-20LC

14-19LLC14-18LLC

14-17LL

14-16LLC

14-16LRC 14-17LRC 14-18LRC 14-19LRC

14-20LC14-21LC

14-22LC

14-23LC

14-24LC

P4RP-1-136

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1 2

US P

AT # 6158698

US P

AT # 6158698

BP

1C-

13

6

RP-

2-

13

6

P4

C-

13

6

BP

2C-

13

6

RP-

2-

13

6

BP

2C-

13

6

BP

2C-

13

6

RP-

1-

13

6

BP

2C-

13

6

P4

C-

13

6

BP

2C-

13

6

P4

C-

13

6

14-

16

LR

C

14-

17

LR

C

14-

18

LR

C

14-

19

LR

C

14-

20

LC

14-

21L

C

14-

22

LC

14-

23

LC

14-

24

LC

14-

25

LC

14-

26

LC

14-

26

LC

14-

25

LC

14-

24

LC

14-

23

LC

14-

22

LC

14-

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C

14-

20

LC

14-

19

LL

C

14-

18

LL

C

14-

17

LL

C

14-

16

LL

C

P4

C-

13

6

BP

2C-

13

6

P4

C-

13

6

BP

2C-

13

6

RP-

1-

13

6

BP

2C-

13

6

BP

2C-

13

6

RP-

2-

13

6

BP

2C-

13

6

RP-

2-

13

6

P4

C-

13

6

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1C-

13

6

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

1

1

1

1

1

2

10

6

2

4

1

1

1

1

1

16

17

18

19

20

21

22

23

24

-

26

27

28

29

30

31

25

1

1

1

2

2

2

2

2

2

2

2

2

2

98

16

16

SWITCH PLATE (14-19LLC)

SWITCH PLATE (14-19LRC)

SWITCH PLATE (14-20LC)

SWITCH PLATE (14-23LC)

WASHER, SERRATED FOR BOLTLESS BRACE

ROLLER SCHWIHAG, SINGLE

ROLLER SCHWIHAG, DOUBLE

ROLLER SCHWIHAG, TRIPLE

SWITCH PLATE (14-18LLC)

SWITCH PLATE (14-17LRC)

SWITCH PLATE (14-17LLC)

SWITCH PLATE (14-16LRC)

SWITCH PLATE (14-16LLC)

SWITCH PLATE, ROLLER SCHWIHAG RP-2-136

SWITCH PLATE, ROLLER SCHWIHAG RP-1-136

SWITCH PLATE (BP2C-136)

SWITCH PLATE (BP1C-136)

HOLLOW SWITCH TIE & RODDING ASSEMBLY SWITCH PLATE (14-18LRC)

293031

3

24

5

1

-

ES2805-33

ES2805-21

ES2805-22

ES2805-25

ES2805-26

ES2800-80

ES2800-80

ES2800-96

ES2800-97

ES2800-80

ES2805-81

ES2805-81

ES2805-81

ES2805-81

ES2805-81

ES2805-81

ES2805-82

ES2805-83

ES2805-83

ES2805-83

ES2805-82

ES2805-82

ES2805-82

ES2805-82

ES2805-82

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

BRACE, BOLTLESS, 136 LB RE ’SUREFIT’

NOTES:

-

RAIS

ED

�"

RAIS

ED

�"

RAIS

ED

�"

RAIS

ED

�"

RAIS

ED

0"

CLIP, PANDROL, E2055

2.

1.

WHEN INSTALLING INTO LAYOUT.

DETAIL FOR EACH ROD LOCATION. MODIFY SPREADS AS NECESSARY

SWITCH RODS SHALL BE PREADJUSTED TO DIMENSIONS SHOWN IN

SEE DRAWING ES2805-31 FOR TIE LOCATION DIMENSIONS.

SAMSON STOCK RAIL, 51’-8" LONG, CURVED, LH

SAMSON STOCK RAIL, 57’-8" LONG, STRAIGHT, RH

-

-

-

SAMSON POINT, 45’-0" LONG, UR MANG TIP, STRAIGHT, LH

SAMSON POINT, 45’-0" LONG, UR MANG TIP, CURVED, RH

26

27

28

BRACE ASSEMBLY

TYPICAL BOLTLESS

SWITCH PLATE (P4C-136)

SWITCH PLATE (14-21LC)

SWITCH PLATE (14-22LC)

SWITCH PLATE (14-24LC)

SWITCH PLATE (14-25LC)

SWITCH PLATE (14-26LC)

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-11SWITCH MACHINE ON MAINLINE SIDE

HOLLOW STEEL TIES,

NO 14-136 LB RE LH SWITCH PACK,

Page 7: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

UserName=> carlosa Date Plotted: 3:53:30 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-12.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

RP-2-136

G10-08967NORTRAK

RP-2-136

G10-08967NORTRAK

RP-2-136

G10-08967NORTRAK

RP-2-136

G10-08967NORTRAK

G10-08966NORTRAK

RP-1-136

G10-08966NORTRAK

G4

0-

00

01

7

B99-89093

BP1

BP1

P4 P4

P4

P4

BP2 BP2BP2 BP2

BP2

BP2

BP2

BP2

14-16RRC

14-17RRC

14-18RRC14-19RRC

14-20RC14-21RC

14-22RC

14-23RC

14-24RC

14-25RC

14-26RC

14-16RLC 14-17RLC 14-18RLC 14-19RLC

14-20RC14-21RC

14-22RC

14-23RC

14-24RC

14-25RC

14-26RC

BP2

BP2

P4

P4

RP-1-136

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

G10-61206

G10-61203

1�" HVY HEX

G10-61206

G10-61201

1 2

G10-61206G10-61206

US P

AT # 6158698

B75-10001

HT-1

R-15-136/141

US P

AT # 6158698

B75-10003

HT-2

R-15-136/141

G10-61209 G10-61201

L99-00666

1�" HVY HEX

27

4 2

1

5

31 30 29

SWITCH PLATE (14-18RRC)

SWITCH PLATE (14-19RLC)

SWITCH PLATE (14-19RRC)

SWITCH PLATE (14-20RC)

SWITCH PLATE (14-21RC)

SWITCH PLATE (14-22RC)

SWITCH PLATE (14-23RC)

SWITCH PLATE (14-24RC)

SWITCH PLATE (14-25RC)

SWITCH PLATE (14-26RC)

WASHER, SERRATED FOR BOLTLESS BRACE

ROLLER SCHWIHAG, SINGLE

ROLLER SCHWIHAG, DOUBLE

ROLLER SCHWIHAG, TRIPLE

HOLLOW SWITCH TIE & RODDING ASSEMBLY

SWITCH PLATE (BP1C-136)

SWITCH PLATE (BP2C-136)

SWITCH PLATE (P4C-136)

SWITCH PLATE, ROLLER SCHWIHAG RP-1-136

SWITCH PLATE, ROLLER SCHWIHAG RP-2-136

SWITCH PLATE (14-16RRC)

SWITCH PLATE (14-17RLC)

SWITCH PLATE (14-17RRC)

SWITCH PLATE (14-18RLC)

SWITCH PLATE (14-16RLC)

BP

1C-

13

6

RP-

2-

13

6

P4

C-

13

6

BP

2C-

13

6

RP-

2-

13

6

BP

2C-

13

6

BP

2C-

13

6

RP-

1-

13

6

BP

2C-

13

6

P4

C-

13

6

BP

2C-

13

6

P4

C-

13

6

14-

16

RR

C

14-

17

RR

C

14-

18

RR

C

14-

19

RR

C

14-

20

RC

14-

21

RC

14-

22

RC

14-

26

RC

14-

25

RC

14-

24

RC

14-

23

RC

14-

26

RC

14-

25

RC

14-

24

RC

14-

23

RC

14-

22

RC

14-

21

RC

14-

20

RC

14-

19

RL

C

14-

18

RL

C

14-

17

RL

C

14-

16

RL

C

P4

C-

13

6

BP

2C-

13

6

P4

C-

13

6

BP

2C-

13

6

RP-

1-

13

6

BP

2C-

13

6

BP

2C-

13

6

RP-

2-

13

6

BP

2C-

13

6

P4

C-

13

6

RP-

2-

13

6

BP

1C-

13

6

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

31

30

29

28

27

26

25

24

23

22

21

20

19

18

17

16

1

1

1

1

1

2

10

6

2

4

1

1

1

1

1

2

2

2

2

2

2

2

2

2

2

98

16

16

1

1

1

26

28

3

ES2805-32

ES2805-23

ES2805-24

ES2805-27

ES2805-28

ES2800-80

ES2800-80

ES2800-80

ES2800-96

ES2800-97

ES2805-84

ES2805-84

ES2805-84

ES2805-84

ES2805-84

ES2805-84

ES2805-85

ES2805-86

ES2805-85

ES2805-85

ES2805-85

ES2805-85

ES2805-85

ES2805-86

ES2805-86

-

-

-

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

BRACE, BOLTLESS, 136 LB RE ’SUREFIT’

RAIS

ED

�"

RAIS

ED

�"

RAIS

ED

�"

RAIS

ED

�"

RAIS

ED

0"

SAMSON STOCK RAIL, 51’-8" LONG, CURVED, RH

SAMSON STOCK RAIL, 57’-8" LONG, STRAIGHT, LH

-

-

-

BRACE ASSEMBLY

TYPICAL BOLTLESS

NOTES:

2.

1.

WHEN INSTALLING INTO LAYOUT.

DETAIL FOR EACH ROD LOCATION. MODIFY SPREADS AS NECESSARY

SWITCH RODS SHALL BE PREADJUSTED TO DIMENSIONS SHOWN IN

SEE DRAWING ES2805-31 FOR TIE LOCATION DIMENSIONS.

CLIP, PANDROL, E2055

SAMSON POINT, 45’-0" LONG, UR MANG TIP, CURVED, LH

SAMSON POINT, 45’-0" LONG, UR MANG TIP, STRAIGHT, RH

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-12SWITCH MACHINE ON MAINLINE SIDE

HOLLOW STEEL TIES,

NO 14-136 LB RE RH SWITCH PACK,

Page 8: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

UserName=> carlosa Date Plotted: 3:53:31 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-13.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

BP2

RP-2-136

RP-2-136

RP-2-136

RP-2-136

P4

B99-89093

P 38250

P 38250

BP1

BP1

P4 P4

P4

P4

BP2 BP2BP2 BP2

BP2

BP2

BP2

BP2

14-25RC

14-26RC

BP2

14-26LC

14-25LC

14-24LC

14-23LC

14-22LC

14-21LC14-20LC

14-19LLC14-18LLC

14-17LL

14-16LLC

14-16LRC 14-17LRC 14-18LRC 14-19LRC

14-20LC14-21LC

14-22LC

14-23LC

14-24LC

P4RP-1-136

RP-1-136

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

US P

AT # 6158698

US

PT

#

61

58

69

8

US

PT

#

61

58

69

8

HT-

9L

L-

14-

13

6

HT-

5L

L-

14-

13

6

HT-1LL-14-136

HT-2LL-14-136

US P

AT

# 6158698

G10-61208

P 38250

G10-61200

P 38250

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

HOLLOW SWITCH TIE & RODDING ASSEMBLY

SWITCH PLATE (BP1C-136)

SWITCH PLATE (P4C-136)

SWITCH PLATE (BP2C-136)

SWITCH PLATE, ROLLER SCHWIHAG RP-1-136

SWITCH PLATE, ROLLER SCHWIHAG RP-2-136

SWITCH PLATE (14-16LRC)

SWITCH PLATE (14-17LLC)

SWITCH PLATE (14-17LRC)

SWITCH PLATE (14-18LLC)

SWITCH PLATE (14-16LLC)

SWITCH PLATE (14-18LRC)

SWITCH PLATE (14-19LRC)

SWITCH PLATE (14-21LC)

SWITCH PLATE (14-19LLC)

SWITCH PLATE (14-22LC)

SWITCH PLATE (14-23LC)

SWITCH PLATE (14-25LC)

SWITCH PLATE (14-26LC)

SWITCH PLATE (14-24LC)

WASHER, SERRATED FOR BOLTLESS BRACE

ROLLER SCHWIHAG, SINGLE

ROLLER SCHWIHAG, TRIPLE

ROLLER SCHWIHAG, DOUBLE

1

1

1

1

1

2

10

6

2

4

1

1

1

1

1

1

1

1

2

2

2

2

2

2

2

16

16

98

2

2

2

SWITCH PLATE (14-20LC)

5

4

3

2

1

31 30 29

26

27

28

14-

26

LC

14-

25

LC

14-

24

LC

14-

23

LC

14-

22

LC

14-

21L

C

14-

20

LC

14-

19

LR

C

14-

18

LR

C

14-

17

LR

C

14-

16

LR

C

P4

C-

13

6

BP

2C-

13

6

P4

C-

13

6

BP

2C-

13

6

RP-

1-

13

6

BP

2C-

13

6

BP

2C-

13

6

RP-

2-

13

6

BP

2C-

13

6

P4

C-

13

6

RP-

2-

13

6

14-

26

LC

14-

25

LC

14-

24

LC

14-

23

LC

14-

22

LC

14-

21L

C

14-

20

LC

14-

19

LL

C

14-

18

LL

C

14-

17

LL

C

14-

16

LL

C

P4

C-

13

6

BP

2C-

13

6

P4

C-

13

6

BP

2C-

13

6

RP-

1-

13

6

BP

2C-

13

6

BP

2C-

13

6

RP-

2-

13

6

BP

2C-

13

6

P4

C-

13

6RP-

2-

13

6

BP

1C-

13

6

BRACE, BOLTLESS, 136 LB RE ’SUREFIT’

RAIS

ED

�"

RAIS

ED

�"

RAIS

ED

�"

RAIS

ED

�"

RAIS

ED

0"

ES2805-35

ES2805-21

ES2805-22

ES2805-25

ES2805-26

ES2800-80

ES2800-80

ES2800-80

ES2800-96

ES2800-97

ES2805-81

ES2805-81

ES2805-82

ES2805-83

ES2805-81

ES2805-81

ES2805-81

ES2805-81

ES2805-82

ES2805-82

ES2805-82

ES2805-82

ES2805-82

ES2805-83

ES2805-83

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

-

-

-

BP

1C-

13

6

SAMSON STOCK RAIL, 57’-8" LONG, STRAIGHT, RH

SAMSON STOCK RAIL, 51’-8" LONG, CURVED, LH

-

-

-

CLIP, PANDROL, E2055

BRACE ASSEMBLY

TYPICAL BOLTLESS NOTES:

2.

1.

WHEN INSTALLING INTO LAYOUT.

DETAIL FOR EACH ROD LOCATION. MODIFY SPREADS AS NECESSARY

SWITCH RODS SHALL BE PREADJUSTED TO DIMENSIONS SHOWN IN

SEE DRAWING ES2805-31 FOR TIE LOCATION DIMENSIONS.

SAMSON POINT, 45’-0" LONG, UR MANG TIP, STRAIGHT, LH

SAMSON POINT, 45’-0" LONG, UR MANG TIP, CURVED, RH

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-13SWITCH MACHINE ON TURNOUT SIDE

HOLLOW STEEL TIES,

NO 14-136 LB RE LH SWITCH PACK,

Page 9: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

UserName=> carlosa Date Plotted: 3:53:32 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-14.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

14-18RLC

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

B99-89093

V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012

V45-00012

NUT W/COTTER SLOTTED 1" HEX

V30-60037

V45-00012

V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012

14-

26

RC

14-

25

RC

14-

24

RC

14-

23

RC

14-

22

RC

14-

21

RC

14-

20

RC

14-

19

RL

C

14-

18

RL

C

14-

17

RL

C

14-

16

RL

C

P4

C-

13

6

BP

2C-

13

6

P4

C-

13

6

BP

2C-

13

6

RP-

1-

13

6

BP

2C-

13

6

BP

2C-

13

6

RP-

2-

13

6

BP

2C-

13

6

P4

C-

13

6

RP-

2-

13

6

BP

1C-

13

6

14-

26

RC

14-

25

RC

14-

24

RC

14-

23

RC

14-

22

RC

14-

21

RC

14-

20

RC

14-

19

RR

C

14-

18

RR

C

14-

17

RR

C

14-

16

RR

C

P4

C-

13

6

BP

2C-

13

6

P4

C-

13

6

BP

2C-

13

6

RP-

1-

13

6

BP

2C-

13

6

BP

2C-

13

6

RP-

2-

13

6

BP

2C-

13

6

P4

C-

13

6

RP-

2-

13

6

BP

1C-

13

6

L99-00666

G10-61206 G10-61206

BP1

RP-2-136

P4

US

PT

#

61

58

69

8

HT-

5R

R-

14-

13

6

BP2

RP-2-136

BP2

US

PT

#

61

58

69

8

HT-

9R

R-

14-

13

6

G10-61206

P4

BP2

RP-1-136

BP2

P4

BP2

P4 14-16RLC 14-17RLC 14-19RLC

14-21RC14-22RC

14-23RC14-24RC

14-25RC

14-26RC

14-26RC14-25RC

14-24RC14-23RC

14-22RC14-21RC

14-20RC14-19RRC

14-18RRC14-17RRC

P4

BP2

P4

BP2

RP-1-136

BP2

G10-08966NORTRAK

G10-08966NORTRAK

BP2

RP-2-136

G10-08967NORTRAK

G10-61201

BP2

P4

RP-2-136

G10-08967NORTRAK

HT-2

RR-14-136

US P

AT

# 6158698

G10-61201

G4

0-

00

01

8

HT-1

RR-14-136

US P

AT # 6158698

G10-61209

BP1

14-16RRC

G10-61206

G10-61203

G10-08967NORTRAK

G10-08967NORTRAK

293031

1

4

5 3

2

1

1

1

1

1

2

6

1

2

4

5

6

7

8

9

2

10

3

16

17

19

20

21

22

23

24

18

4

1

1

1

10

11

12

13

14

15

1

1

25

26

27

28

29

30

31

HOLLOW SWITCH TIE & RODDING ASSEMBLY

SWITCH PLATE (14-18RLC)

SWITCH PLATE (14-17RRC)

SWITCH PLATE (14-17RLC)

SWITCH PLATE (14-16RRC)

SWITCH PLATE (14-16RLC)

SWITCH PLATE, ROLLER SCHWIHAG RP-2-136

SWITCH PLATE, ROLLER SCHWIHAG RP-1-136

SWITCH PLATE (BP2C-136)

SWITCH PLATE (BP1C-136)

1

1

1

2

2

2

2

2

2

2

2

2

2

98

16

16

SWITCH PLATE (14-19RLC)

SWITCH PLATE (14-19RRC)

SWITCH PLATE (14-20RC)

SWITCH PLATE (14-23RC)

WASHER, SERRATED FOR BOLTLESS BRACE

ROLLER SCHWIHAG, SINGLE

ROLLER SCHWIHAG, DOUBLE

ROLLER SCHWIHAG, TRIPLE

ES2805-34

ES2805-23

ES2805-24

ES2805-27

ES2805-28

ES2800-80

ES2800-96

ES2805-84

ES2805-85

ES2805-86

ES2805-85

ES2805-85

ES2805-85

ES2805-85

ES2805-85

ES2805-86

ES2805-86

ES2800-80

ES2800-80

ES2800-97

ES2805-84

ES2805-84

ES2805-84

ES2805-84

ES2805-84

-

-

-

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

BRACE, BOLTLESS, 136 LB RE ’SUREFIT’

RAIS

ED

�"

RAIS

ED

�"

RAIS

ED

�"

RAIS

ED

�"

RAIS

ED

0"

-

-

-

CLIP, PANDROL, E2055

SAMSON STOCK RAIL, 57’-8" LONG, STRAIGHT, LH

SAMSON STOCK RAIL, 51’-8" LONG, CURVED, RH

27

26

28

BRACE ASSEMBLY

TYPICAL BOLTLESS

NOTES:

2.

1.

WHEN INSTALLING INTO LAYOUT.

DETAIL FOR EACH ROD LOCATION. MODIFY SPREADS AS NECESSARY

SWITCH RODS SHALL BE PREADJUSTED TO DIMENSIONS SHOWN IN

SEE DRAWING ES2805-31 FOR TIE LOCATION DIMENSIONS.

SAMSON POINT, 45’-0" LONG, UR MANG TIP, CURVED, LH

SAMSON POINT, 45’-0" LONG, UR MANG TIP, STRAIGHT, RH

SWITCH PLATE (14-18RRC)

SWITCH PLATE (14-21RC)

SWITCH PLATE (14-22RC)

SWITCH PLATE (14-24RC)

SWITCH PLATE (14-25RC)

SWITCH PLATE (14-26RC)

SWITCH PLATE (P4C-136)

- 1 OF 1

2805DRAFTER

XXXXREVISIONXX-XX-XXX

NTS

ES2805-14SWITCH MACHINE ON TURNOUT SIDE

HOLLOW STEEL TIES,

NO 14-136 LB RE RH SWITCH PACK,

Page 10: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

2�

"

CL

BE

ND

OF

FS

ET

BE

FO

RE

CU

RVIN

G

16’-9�" BEND POINT

45’-0" REF (OVERALL LENGTH)

29’-0" REF

30’-6" – �" 7’-4" – �"

�" EXAGGERATED

18’-3" TO FIRST STOP

3�

"

SP

RE

AD

4�

"

SP

RE

AD

5�

"

SP

RE

AD

6�

"

HE

EL

SP

RE

AD

45’-0" – �" OVERALL LENGTH

29’-0" TO HEEL OF SWITCH

26’-3" TO THIRD STOP

22’-3" TO SECOND STOP

FLOATING HEEL (OTHER SIDE)

ON THIS SIDE

GAUGE LINE

STRAIGHTEN

FOR HST CLIP

2 HOLES LEFT BLANK

FOR HST CLIP

2 HOLES LEFT BLANK FOR HST CLIP

2 HOLES LEFT BLANK

FOR HST CLIP

2 HOLES LEFT BLANK

RAIL

OF STOCK

GAUGE LINE

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

UserName=> carlosa Date Plotted: 3:53:33 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-21.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

10

14

16

18

11

14

16

18

12

14

16

18

12

14

16

18

9

13

15

17

12

14

16

18

12

14

16

18

12

14

16

18

12

14

16

18

9

13

15

17

9

13

15

17

4 1

7 865

3

2

CURVE STOCK SIDE FROM TIP TO BEND POINT

SIDE VIEW - VERTICAL BENDING DETAIL

ITEM QTY

1

1

1

1

1

6

1

DESCRIPTION

BILL OF MATERIAL

1

2

4

5

6

7

8

9

1

1

3

ITEM QTY

3

5

19

6

27

27

6

DESCRIPTION

10

11

13

14

15

16

17

18

6

27

12

BILL OF MATERIAL

REINFORCING BAR, STOCK SIDE, �" x 22’-11�" LONG, SAMSON, LH POINT

REINFORCING BAR, GAUGE SIDE, �" x 27’-4" LONG, SAMSON, LH POINT

POINT STOP 2�" HIGH

POINT STOP 3�" HIGH

POINT STOP 4�" HIGH

HEEL BLOCK ASSEMBLY, FLOATING C/W HARDWARE

NUT, �" DIA HEAVY HEX, GR 5

NUT, 1" DIA HEAVY HEX, GR 5

SPRING WASHER, �" DIA

SPRING WASHER, 1" DIA

COTTER PIN, �" DIA x 1�" LONG

NOTES:

PART NO

SCRRA

MANGANESE TIP, LH, FOR 29’-0", 136 LB RE SAMSON SWITCH POINT

COTTER PIN, �" DIA x 2" LONG

PART NO

SCRRA

ES2805-21

BOLT, �" DIA x 4" LONG, SQ HEAD DRILLED @ 3�", GR 5

SAMSON POINT RAIL, 45’-0" LONG, UR MANG TIP, STRAIGHT, LH BOLT, 1" DIA x 3�" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5

BOLT, 1" DIA x 4" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5

BOLT, 1" DIA x 3�" LONG, SQ HEAD DRILLED @ 3�", GR 5

3.

2.

1.

MARKER OR PAINT.

WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF

BEVEL ALL BOLT HOLES.

ROUND EDGES OF SWITCH STOPS AT CONTACT AREAS, �" R.

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-2145’-0" OVERALL LENGTH MANGANESE TIP

NO 14 LH TURNOUT

136 LB RE SAMSON, STRAIGHT, LH

SWITCH POINT ASSEMBLY,

Page 11: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

FOR HST CLIP

2 HOLES LEFT BLANK

FOR HST CLIP

2 HOLES LEFT BLANKFOR HST CLIP

2 HOLES LEFT BLANK

29’-0" TO HEEL OF SWITCH

16’-9�" BEND POINT

FLOATING HEEL (OTHER SIDE)

45’-0" REF (OVERALL LENGTH)

29’-0" REF

�"

�"

�"

�"

�"

29’-0"

CURVED GAUGE LINE

5’-0"

OF STOCK RAIL

GAUGE LINE

CURVED GAUGE LINE

2�

"

CL

BE

ND

OF

FS

ET

BE

FO

RE

CU

RVIN

G

BEND TO STRAIGHTEN BASE CUT

�" EXAGGERATED

7’-4" – �" 30’-6" – �"

1623’-3�" R

45’-0" – �" OVERALL LENGTH

26’-3" TO THIRD STOP

22’-3" TO SECOND STOP

18’-3" TO FIRST STOP

6�

"

HE

EL

SP

RE

AD

5�

"

SP

RE

AD

4�

"

SP

RE

AD

3�

"

SP

RE

AD

FOR HST CLIP

2 HOLES LEFT BLANK

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

UserName=> carlosa Date Plotted: 3:53:33 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-22.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

9

13

15

17

12

14

16

18

SIDE VIEW - VERTICAL BENDING DETAIL

NOTES:

ITEM QTY

1

1

1

1

1

6

1

DESCRIPTION

BILL OF MATERIAL

1

2

4

5

6

7

8

9

1

1

3

ITEM QTY

3

5

19

6

27

27

6

DESCRIPTION

10

11

13

14

15

16

17

18

6

27

12

BILL OF MATERIAL

REINFORCING BAR, STOCK SIDE, �" x 22’-11�" LONG, SAMSON, RH POINT

REINFORCING BAR, GAUGE SIDE, �" x 27’-4" LONG, SAMSON, RH POINT

POINT STOP 2�" HIGH

POINT STOP 3�" HIGH

POINT STOP 4�" HIGH

HEEL BLOCK ASSEMBLY, FLOATING C/W HARDWARE

NUT, �" DIA HEAVY HEX, GR 5

NUT, 1" DIA HEAVY HEX, GR 5

SPRING WASHER, �" DIA

SPRING WASHER, 1" DIA

COTTER PIN, �" DIA x 1�" LONG

12

14

16

18

12

14

16

18

12

14

16

18

12

14

16

18

9

13

15

17

9

13

15

17

11

14

16

18

10

14

16

18

12

14

16

18

3 26 5

78

1

4

HE

EL (

BE

ND

POIN

T)

PS

MANGANESE TIP, RH, FOR 29’-0", 136 LB RE SAMSON SWITCH POINT

COTTER PIN, �" DIA x 2" LONG

PART NO

SCRRA

PART NO

SCRRA

LATERAL CURVING DETAIL GAUGE SIDE

STRAIGHTEN STOCK SIDE FROM TIP TO BEND POINT

ES2805-22

(TYP)

SAMSON POINT RAIL, 45’-0" LONG, UR MANG TIP, CURVED, RH

BOLT, �" DIA x 4" LONG, SQ HEAD DRILLED @ 3�", GR 5

BOLT, 1" DIA x 3�" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5

BOLT, 1" DIA x 4" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5

BOLT, 1" DIA x 3�" LONG, SQ HEAD DRILLED @ 3�", GR 5

MARKER OR PAINT.

WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF

BEVEL ALL BOLT HOLES.

ROUND EDGES OF SWITCH STOPS AT CONTACT AREAS, �" R.

3.

2.

1.

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-2245’-0" OVERALL LENGTH MANGANESE TIP

NO 14 LH TURNOUT

136 LB RE SAMSON, CURVED, RH

SWITCH POINT ASSEMBLY,

Page 12: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

29’-0" TO HEEL OF SWITCH

16’-9�" BEND POINT

FLOATING HEEL (OTHER SIDE)

45’-0" REF (OVERALL LENGTH)

29’-0" REF

�"

�"

�"

�"

�"

29’-0"

CURVED GAUGE LINE

2�

"

CL

BE

ND

OF

FS

ET

BE

FO

RE

CU

RVIN

G

1623’-3�" R

30’-6" – �" 7’-4" – �"

�" EXAGGERATED

45’-0" – �" OVERALL LENGTH

18’-3" TO FIRST STOP

22’-3" TO SECOND STOP

26’-3" TO THIRD STOP

3�

"

SP

RE

AD

4�

"

SP

RE

AD

5�

"

SP

RE

AD

6�

"

HE

EL

SP

RE

AD

5’-0"

FOR HST CLIP

2 HOLES LEFT BLANK

FOR HST CLIP

2 HOLES LEFT BLANKSTOCK RAIL

GAUGE LINE OF

CURVED GAUGE LINE

BEND TO STRAIGTEN BASE CUTFOR HST CLIP

2 HOLES LEFT BLANK

FOR HST CLIP

2 HOLES LEFT BLANK

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

UserName=> carlosa Date Plotted: 3:53:34 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-23.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM QTY

1

1

1

1

1

6

1

DESCRIPTION

BILL OF MATERIAL

1

2

4

5

6

7

8

9

1

1

3

ITEM QTY

3

5

19

6

27

27

6

DESCRIPTION

10

11

13

14

15

16

17

18

6

27

12

BILL OF MATERIAL

REINFORCING BAR, STOCK SIDE, �" x 22’-11�" LONG, SAMSON, LH POINT

REINFORCING BAR, GAUGE SIDE, �" x 27’-4" LONG, SAMSON, LH POINT

POINT STOP 2�" HIGH

POINT STOP 3�" HIGH

POINT STOP 4�" HIGH

HEEL BLOCK ASSEMBLY, FLOATING C/W HARDWARE

NUT, �" DIA HEAVY HEX, GR 5

NUT, 1" DIA HEAVY HEX, GR 5

SPRING WASHER, �" DIA

SPRING WASHER, 1" DIA

COTTER PIN, �" DIA x 1�" LONG

10

14

16

18

11

14

16

18

12

14

16

18

12

14

16

18

9

13

15

17

12

14

16

18

12

14

16

18

12

14

16

18

12

14

16

18

9

13

15

17

9

13

15

17

4

1

7 8653

2

SIDE VIEW - VERTICAL BENDING DETAILNOTES:

HE

EL (

BE

ND

POIN

T)

STRAIGHTEN STOCK SIDE FROM TIP TO BEND POINT

PS

COTTER PIN, �" DIA x 2" LONG

LATERAL CURVING DETAIL

MANGANESE TIP, LH, FOR 29’-0", 136 LB RE SAMSON SWITCH POINT

PART NO

SCRRA

PART NO

SCRRA

GAUGE SIDE

ES2805-23

(TYP)

BOLT, �" DIA x 4" LONG, SQ HEAD DRILLED @ 3�", GR 5

SAMSON POINT RAIL, 45’-0" LONG, UR MANG TIP, CURVED, LH BOLT, 1" DIA x 3�" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5

BOLT, 1" DIA x 4" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5

BOLT, 1" DIA x 3�" LONG, SQ HEAD DRILLED @ 3�", GR 5

MARKER OR PAINT.

WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF

BEVEL ALL BOLT HOLES.

ROUND EDGES OF SWITCH STOPS AT CONTACT AREAS, �" R.

3.

2.

1.

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-2345’-0" OVERALL LENGTH MANGANESE TIP

NO 14 RH TURNOUT

136 LB RE SAMSON, CURVED, LH

SWITCH POINT ASSEMBLY,

Page 13: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

FOR HST CLIP

2 HOLES LEFT BLANK

FOR HST CLIP

2 HOLES LEFT BLANK

FOR HST CLIP

2 HOLES LEFT BLANK

FOR HST CLIP

2 HOLES LEFT BLANK

2�

"

CL

BE

ND

OF

FS

ET

BE

FO

RE

CU

RVIN

G29’-0" TO HEEL OF SWITCH

16’-9�" BEND POINT

STOCK RAIL

GAUGE LINE OF

�" EXAGGERATEDFLOATING HEEL (OTHER SIDE)

45’-0" REF (OVERALL LENGTH)

29’-0" REF

45’-0" – �" OVERALL LENGTH

30’-6" – �"7’-4" – �"

26’-3" TO THIRD STOP

22’-3" TO SECOND STOP

18’-3" TO FIRST STOP

6�

"

HE

EL

SP

RE

AD

5�

"

SP

RE

AD

4�

"

SP

RE

AD

3�

"

SP

RE

AD

ON THIS SIDE

STRAIGHTEN GAUGE LINE

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.

UserName=> carlosa Date Plotted: 3:53:34 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-24.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

9

13

15

17

12

14

16

18

CURVE STOCK SIDE FROM TIP TO BEND POINT

SIDE VIEW - VERTICAL BENDING DETAIL

ITEM QTY

1

1

1

1

1

6

1

DESCRIPTION

BILL OF MATERIAL

1

2

4

5

6

7

8

9

1

1

3

ITEM QTY

3

5

19

6

27

27

6

DESCRIPTION

10

11

13

14

15

16

17

18

6

27

12

BILL OF MATERIAL

REINFORCING BAR, STOCK SIDE, �" x 22’-11�" LONG, SAMSON, RH POINT

REINFORCING BAR, GAUGE SIDE, �" x 27’-4" LONG, SAMSON, RH POINT

POINT STOP 2�" HIGH

POINT STOP 3�" HIGH

POINT STOP 4�" HIGH

HEEL BLOCK ASSEMBLY, FLOATING C/W HARDWARE

NUT, �" DIA HEAVY HEX, GR 5

NUT, 1" DIA HEAVY HEX, GR 5

SPRING WASHER, �" DIA

SPRING WASHER, 1" DIA

COTTER PIN, �" DIA x 1�" LONG

12

14

16

18

12

14

16

18

12

14

16

18

12

14

16

18

9

13

15

17

9

13

15

17

11

14

16

18

10

14

16

18

12

14

16

18

3

2

6 5

78

1

4

NOTES:

MANGANESE TIP, RH, FOR 29’-0", 136 LB RE SAMSON SWITCH POINT

COTTER PIN, �" DIA x 2" LONG

PART NO

SCRRA

ES2805-24

PART NO

SCRRA

SAMSON POINT RAIL, 45’-0" LONG, UR MANG TIP, STRAIGHT, RH

BOLT, �" DIA x 4" LONG, SQ HEAD DRILLED @ 3�", GR 5

BOLT, 1" DIA x 3�" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5

BOLT, 1" DIA x 4" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5

BOLT, 1" DIA x 3�" LONG, SQ HEAD DRILLED @ 3�", GR 5

MARKER OR PAINT.

WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF

BEVEL ALL BOLT HOLES.

ROUND EDGES OF SWITCH STOPS AT CONTACT AREAS, �" R.

3.

2.

1.

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-2445’-0" OVERALL LENGTH MANGANESE TIP

NO 14 RH TURNOUT

136 LB RE SAMSON, STRAIGHT, RH

SWITCH POINT ASSEMBLY,

Page 14: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

�" R

�"

�"

�"

7’-3�"

�"

3�

" – �

"

6"

1�" DIA (+�" - 0")

3�

" – �

"MARK FOR PS

18’-0" UNDERCUT (+2" - 0")8’-0�" – �"

51’-8" – �" OVERALL LENGTH

MARKS THIS SIDE

RAISED ROLLING

9�" – �"9�" – �"

4�" 4�"

1’-3�" – �"1’-3�" – �"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:35 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-25.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM QTY

1

DESCRIPTION

BILL OF MATERIAL

1

APARTIAL SECTIONRAIL HEAD ONLY - NOT BASE

NOTES:

4.

3.

2.

1.

BENDING DETAILS

MACHINING DETAILS

BE

ND

RUNOUT

PS

1�" DIA (+�" - 0")

SL

OP

E 3:1

PART NO

SCRRA

RUNOUT

ES2805-25

RAIL, 136 LB RE 51’-8" LONG

RAIL END/HOLE BEVELING DETAIL

BSECTION

MARKER OR PAINT.

WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF

WITH A WHITE LINE USING WATERPROOF MARKER OR PAINT.

POINT OF SWITCH TO BE MARKED ON GAUGE SIDE OF WEB

ALL BOLT HOLES TO BE BEVELED PER DETAIL.

ALL BURNING METHODS PROHIBITED.

A

B

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-25FOR NO 14 136 LB RE LH SWITCH PACK

136 LB RE 51’-8" LONG

SAMSON STOCK RAIL, CURVED, LH

Page 15: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

MARKS THIS SIDE

RAISED ROLLING

57’-8" – �" OVERALL LENGTH

MARK FOR PS

6"

14’-0�" – �"18’-0" UNDERCUT (+2" - 0")

3�

" – �

"

1�" DIA (+�" - 0")

3�

" – �

"

9�" – �" 9�" – �"

1�" DIA (+�" - 0")

4�" 4�"

�" R

�"

�"

�"

1’-3�" – �" 1’-3�" – �"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:35 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-26.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM QTY

1

DESCRIPTION

BILL OF MATERIAL

1

NOTES:

4.

3.

2.

1.

PS

RUNOUTRUNOUT

MACHINING DETAILS

ES2805-26

PART NO

SCRRA

RAIL, 136 LB RE 57’-8" LONG

BSECTION

APARTIAL SECTIONRAIL HEAD ONLY - NOT BASE

RAIL END/HOLE BEVELING DETAIL

SL

OP

E 3:1

MARKER OR PAINT.

WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF

WITH A WHITE LINE USING WATERPROOF MARKER OR PAINT.

POINT OF SWITCH TO BE MARKED ON GAUGE SIDE OF WEB

ALL BOLT HOLES TO BE BEVELED PER DETAIL.

ALL BURNING METHODS PROHIBITED.

A

B

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-26FOR NO 14 136 LB RE LH SWITCH PACK

136 LB RE 57’-8" LONG

SAMSON STOCK RAIL, STRAIGHT, RH

Page 16: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

MARKS THIS SIDE

RAISED ROLLING

18’-0" UNDERCUT (+2" - 0")14’-0�" – �"

3�

" – �

"

3�

" – �

"

1�" DIA (+�" - 0")

6"

MARK FOR PS

57’-8" – �" OVERALL LENGTH

4�" 4�" 9�" – �"

9�" – �"

�" R

�"

�"

�"

1’-3�" – �"

1’-3�" – �"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:35 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-27.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM QTY

1

DESCRIPTION

BILL OF MATERIAL

1

NOTES:

4.

3.

2.

1.MACHINING DETAILS

RUNOUT

1�" DIA (+�" - 0")

PS

RUNOUT

PART NO

SCRRA

ES2805-27

RAIL, 136 LB RE 57’-8" LONG

BSECTION

APARTIAL SECTION

SL

OP

E 3:1

RAIL HEAD ONLY - NOT BASE

RAIL END/HOLE BEVELING DETAIL

MARKER OR PAINT.

WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF

WITH A WHITE LINE USING WATERPROOF MARKER OR PAINT.

POINT OF SWITCH TO BE MARKED ON GAUGE SIDE OF WEB

ALL BOLT HOLES TO BE BEVELED PER DETAIL.

ALL BURNING METHODS PROHIBITED.

B

A

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-27FOR NO 14 136 LB RE RH SWITCH PACK

136 LB RE 57’-8" LONG

SAMSON STOCK RAIL, STRAIGHT, LH

Page 17: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

7’-3�"

�"

MARKS THIS SIDE

RAISED ROLLING

51’-8" – �" OVERALL LENGTH

8’-0�" – �"18’-0" UNDERCUT (+2" - 0")

3�

" – �

"

1�" DIA (+�" - 0")

3�

" – �

"

MARK FOR PS

6"

9�" – �" 9�" – �"

4�" 4�"

�" R

�"

�"

�"

1’-3�" – �" 1’-3�" – �"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:36 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-28.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM QTY

1

DESCRIPTION

BILL OF MATERIAL

1

NOTES:

4.

3.

2.

1.

BENDING DETAILS

MACHINING DETAILS

BE

ND

RUNOUTRUNOUT 1�" DIA (+�" - 0")

PS

PART NO

SCRRA

ES2805-28

RAIL, 136 LB RE 51’-8" LONG

BSECTION

APARTIAL SECTIONRAIL HEAD ONLY - NOT BASE

RAIL END/HOLE BEVELING DETAIL

SL

OP

E 3:1

MARKER OR PAINT.

WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF

WITH A WHITE LINE USING WATERPROOF MARKER OR PAINT.

POINT OF SWITCH TO BE MARKED ON GAUGE SIDE OF WEB

ALL BOLT HOLES TO BE BEVELED PER DETAIL.

ALL BURNING METHODS PROHIBITED.

B

A

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-28FOR NO 14 136 LB RE RH SWITCH PACK

136 LB RE 51’-8" LONG

SAMSON STOCK RAIL, CURVED, RH

Page 18: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

11�

"

11�

"

1’-

5"

1’-

1�

"

2�"2�"

1’-5"

1’-5"

1’-7�"

4’-

5�

"

4’-

5�

"

2�"2�"

8�"

4�"

BLOCKOUT 5�" DEEP FOR

U-5 CIRCUIT CONTROLLER

PLATING IS �" THICK. RAISE OUTSIDE RAIL

SEATS ACCORDINGLY. ALL RAIL SEATS ARE FLAT.

1:80 CANTED TIES1:80 CANTED TIE

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:36 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-30.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

PS

PS

{ {

BP1C

BP1C

4’-

2�

"

96’-

11�

"

98’-

11�

"

10

0’-

11�

"

10

2’-

11�

"

10

4’-

11�

"

10

6’-

11�

"

10

8’-

11�

"

110’-

11�

"

112’-

11�

"

114’-

11�

"

116’-

11�

"

118’-

11�

"

12

0’-

11�

"

12

2’-

11�

"

12

4’-

11�

"

12

6’-

11�

"

12

8’-

11�

"

13

0’-

11�

"

13

2’-

11�

"

13

4’-

11�

"

13

6’-

11�

"

13

8’-

11�

"

14

0’-

11�

"

14

2’-

11�

"

14

4’-

11�

"

14

6’-

11�

"

14

8’-

11�

"

15

0’-

11�

"

15

2’-

11�

"

15

4’-

11�

"

15

6’-

11�

"

15

8’-

11�

"

16

0’-

11�

"

16

2’-

11�

"6’-

2�

"

10’-

2�

"

12’-

2�

"

14’-

2�

"

18’-

2�

"

20’-

2�

"

22’-

2�

"

24’-

2�

"

26’-

2�

"

28’-

2�

"

30’-

2�

"

32’-

2�

"

34’-

2�

"

36’-

2�

"

38’-

2�

"

40’-

2�

"

42’-

2�

"

44’-

2�

"

46’-

2�

"

48’-

2�

"

50’-

2�

"

52’-

2�

"

54’-

2�

"

56’-

2�

"

58’-

2�

"

60’-

2�

"

62’-

2�

"

64’-

2�

"

66’-

2�

"

68’-

2�

"

70’-

2�

"

72’-

2�

"

74’-

2�

"

76’-

2�

"

78’-

2�

"

80’-

1�

"

81’-

11�

"

83’-

9�

"

85’-

7�

"

87’-

5�

"

89’-

3�

"

91’-

1�

"

92’-

11�

"

94’-

11�

"

0 3 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 8280

BP1C

BP1C

L99-00666

L99-00666

BP1C

BP1C

BP1C

BP1C

ON TURNOUT (RH) SIDE

SWITCH MACHINE

TIE "O" PLACEMENT

ON MAINLINE (LH) SIDE

SWITCH MACHINE

TIE "O" PLACEMENT

ITEM QTY

4

4

DESCRIPTION

1

2

DWG NO

BILL OF MATERIALS

TIES 1,2,5 AND 9, POWER SWITCH MACHINE ON TURNOUT SIDE FOR RH TURNOUT (HOLLOW STEEL)

ES2805-32

ES2805-34

NOTES:

6.

5.

4.

3.

2.

1.

TIES 1,2,5 AND 9, POWER SWITCH MACHINE ON MAINLINE SIDE FOR RH TURNOUT (HOLLOW STEEL)

TIE "0" BLOCKOUT DETAIL

X

X

PS

SEE BILL OF MATERIALS ABOVE FOR TIES 1, 2, 5 AND 9.

USE OPPOSITE HAND FOR SWITCH MACHINE ON RH/TURNOUT SIDE.

THIS DRAWING SHOWS TIE "0" PLACEMENT FOR SWITCH MACHINE ON LH/MAINLINE SIDE.

USE 4’-8�" BETWEEN STRAIGHT RAIL SEAT GAUGES. LENGTH SHALL BE 8’-3".

TRANSITION TIES (QUANTITY 3) SHALL INCORPORATE 1:80 CANTED RAIL SEATS AND

ALL TIES ARE FLAT (NON-CANTED) EXCEPT 1:80 CANTED TIES.

FROM RAIL CENTERLINE) PER SIDE AT THE CENTERLINE OF EACH TIE LOCATION.

TIE LENGTHS ARE DETERMINED BY ADDING 1’-10�" FROM RAIL GAUGE LINE (OR 1-9"

THREE 1:80 CANTED TIES, TIE PADS FOR ALL PLATES AND PIM INSERTS.

SET TO INCLUDE TIES 0, 3 & 4, 6 THROUGH 8 AND 10 THROUGH 83,

7 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 49 51 53 55 57 59 61 63 65 67 69 71 73 75 77 79 83814

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-30

NO 14-136 LB RE SPRING FROG TURNOUT, RH

CONCRETE TIE LAYOUT

Page 19: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

1’-7�"

11�

"

11�

"

1’-

5"

1’-

5"

4’-

5�

"

4’-

5�

"

1’-

5"

1’-

1�

"

2�" 2�"

2�"2�"

8�"

4�"

BLOCKOUT 5�" DEEP FOR

U-5 CIRCUIT CONTROLLER

1:80 CANTED TIE

1:80 CANTED TIES

FLAT.

SEATS ACCORDINGLY. ALL RAIL SEATS ARE

PLATING IS �" THICK. RAISE OUTSIDE RAIL

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:37 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-31.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

{

{

BP1C

BP1C

96’-

11�

"

98’-

11�

"

10

0’-

11�

"

10

2’-

11�

"

10

4’-

11�

"

10

6’-

11�

"

10

8’-

11�

"

110’-

11�

"

112’-

11�

"

114’-

11�

"

116’-

11�

"

118’-

11�

"

12

0’-

11�

"

12

2’-

11�

"

12

4’-

11�

"

12

6’-

11�

"

12

8’-

11�

"

13

0’-

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13

2’-

11�

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13

4’-

11�

"

13

6’-

11�

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13

8’-

11�

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14

0’-

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14

2’-

11�

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14

4’-

11�

"

14

6’-

11�

"

14

8’-

11�

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15

0’-

11�

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15

2’-

11�

"

15

4’-

11�

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15

6’-

11�

"

15

8’-

11�

"

16

0’-

11�

"

16

2’-

11�

"

94’-

11�

"

4’-

2�

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6’-

2�

"

10’-

2�

"

12’-

2�

"

14’-

2�

"

18’-

2�

"

20’-

2�

"

22’-

2�

"

24’-

2�

"

26’-

2�

"

28’-

2�

"

30’-

2�

"

32’-

2�

"

34’-

2�

"

36’-

2�

"

38’-

2�

"

40’-

2�

"

42’-

2�

"

44’-

2�

"

46’-

2�

"

48’-

2�

"

50’-

2�

"

52’-

2�

"

54’-

2�

"

56’-

2�

"

58’-

2�

"

60’-

2�

"

62’-

2�

"

64’-

2�

"

66’-

2�

"

68’-

2�

"

70’-

2�

"

72’-

2�

"

74’-

2�

"

76’-

2�

"

78’-

2�

"

80’-

1�

"

81’-

11�

"

83’-

9�

"

85’-

7�

"

87’-

5�

"

89’-

3�

"

91’-

1�

"

92’-

11�

"

0 3

4

6

7

8

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

44

4543

42

41

40

39

38 46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67

68

69

70

71

72

73

74

75

76

77

78

79

80

81

82

83

ITEM QTY

4

4

DESCRIPTION

1

2

DWG NO

BILL OF MATERIALS

TIES 1,2,5 AND 9, POWER SWITCH MACHINE ON TURNOUT SIDE FOR LH TURNOUT (HOLLOW STEEL)

ES2805-33

ES2805-35

TIES 1,2,5 AND 9, POWER SWITCH MACHINE ON MAINLINE SIDE FOR LH TURNOUT (HOLLOW STEEL)

NOTES:

6.

5.

4.

3.

2.

1.

L99-00666

BP1C

BP1C

BP1C

BP1C

L99-00666

PS

PS

ON MAINLINE (RH) SIDE

SWITCH MACHINE

TIE "O" PLACEMENT

ON TURNOUT (LH) SIDE

SWITCH MACHINE

TIE "O" PLACEMENT

BP1C

BP1C

TIE "0" BLOCKOUT DETAIL

X

X

PS

SEE BILL OF MATERIALS ABOVE FOR TIES 1, 2, 5 AND 9.

USE OPPOSITE HAND FOR SWITCH MACHINE ON LH/TURNOUT SIDE.

THIS DRAWING SHOWS TIE "0" PLACEMENT FOR SWITCH MACHINE ON RH/MAINLINE SIDE.

USE 4’-8�" BETWEEN STRAIGHT RAIL SEAT GAUGES. LENGTH SHALL BE 8’-3".

TRANSITION TIES (QUANTITY 3) SHALL INCORPORATE 1:80 CANTED RAIL SEATS AND

ALL TIES ARE FLAT (NON-CANTED) EXCEPT 1:80 CANTED TIES.

FROM RAIL CENTERLINE) PER SIDE AT THE CENTERLINE OF EACH TIE LOCATION.

TIE LENGTHS ARE DETERMINED BY ADDING 1’-10�" FROM RAIL GAUGE LINE (OR 1-9"

THREE 1:80 CANTED TIES, TIE PADS FOR ALL PLATES AND PIM INSERTS.

SET TO INCLUDE TIES 0, 3 & 4, 6 THROUGH 8 AND 10 THROUGH 83,

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-31

NO 14-136 LB RE SPRING FROG TURNOUT, LH

CONCRETE TIE LAYOUT

Page 20: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

15’ -9�"

7’ -9�"

4’-

6�

"

RE

F4’-

8�

"

GA

UG

E

9�

"

4�"

2�"

�" (+�"-0")

1’-9�"

(+

0"-�

")

3�

"

(+�

"-

0")

4�

"

1’-2" – �"

8" – �"

4�

"

TH

RO

W

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:38 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-32.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

B99-89093

V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012

V45-00012

NUT W/COTTER SLOTTED 1" HEX

V30-60037

V45-00012

NUT W/COTTER SLOTTED 1" HEX

V30-60037V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012

1618

17

14

10 8 79

512

15

1

13

6

12

11

2

6

43

XXXXXXXXXXXX

XXXXXXXXXXXX

X

X X

X

HOLLOW TIE TOP COVER DETAIL END COVER PLATE

WELDING DETAIL

HOLLOW TIE SIDE END COVER DETAIL

TOP COVEREND COVER16 12

2 PLACES

18

12

17

16

12

18

16 14

HT-1R

L-14-136

HT-2

RL-14-136

HT-5

RL-14-136

HT-9

RL-14-136

1

1

1

1

1

8

8

1

2

4

5

6*

7

8

9

2

8

3

10

11

15

16

17

18

12

19

20

22

21

8

16

2

1

1

8

4

1

30

4

1

2

1

HOLLOW TIE ASSEMBLY (HT-1RL-14-136)

HOLLOW TIE ASSEMBLY (HT-2RL-14-136)

HOLLOW TIE ASSEMBLY (HT-5RL-14-136)

HOLLOW TIE ASSEMBLY (HT-9RL-14-136)

STEEL COVER PLATE FOR HST TIE, TOP END

END COVER PLATE FOR HST TIE, SHORT TOP VERSION

PUSH PIN ASSEMBLY FOR HST COVERS

STEEL SIDE END COVER PLATE ASSEMBLY FOR HST TIE

COVER SUPPORT BRACKET

SERRATED WASHER FOR LV BRACE

RAIL ANCHOR UNIT DRIVE-ON TYPE 5

HST SWITCH PLATE HTP-203-R

HST SWITCH PLATE HTP-201-R

HST SWITCH PLATE HTP-209-R

HST SWITCH PLATE HTP-206-STR ES2800-90

ES2800-92

ES2800-93

ES2800-94

* NOT SHOWN ON ASSEMBLY FOR CLARITY

13*

14*

19

21

19

19

21

22

19

20

123 PILLOW BLOCK MOUNTING PLATE

23

ES2805-71

ITEM QTY DWG NOPART NO

SCRRA

BILL OF MATERIAL

NOTE:

DVIEWSECTION

SECTION SECTION

C

BA

COVER PLATE NO 1, HOLLOW SWITCH TIE

COVER PLATE NO 2, HOLLOW SWITCH TIE

COVER PLATE NO 3, HOLLOW SWITCH TIE

CLIP, SAFELOK AB 2000

LV BRACE FOR 136 LB RE

PS

18

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

RODDING ASSEMBLY FOR NO 14-136 LB RE, SWITCH MACHINE ON LEFT SIDE

CLIP, PANDROL, E2055

EACH TIE

BOX ANCHOR

A

B

C

D

�"

DESCRIPTION

SEE DRAWING ES2805-73 FOR CENTER TO CENTER PIN SWITCH ROD DIMENSIONS.

SWITCH MACHINE AND MACHINE PLATES (NIC) MUST BE COORDINATED WITH SCRRA.

2.

1.

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-32NO 14-136 LB RE RH

SWITCH MACHINE ON MAINLINE SIDE

HOLLOW STEEL TIE LAYOUT

Page 21: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

4’-

6�

"4’-

8�

"

GA

UG

E

15’-9�"

7’-9�"

4�"

9�

"

1’-9�"

2�"

(+�

"-

0")

4�

"

�" (+�"-0")

1’-2" – �"

8" – �"

(+

0"-�

")

3�

"

4�

"

TH

RO

W

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:39 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-33.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

15

14

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1 2

B99-89093

P 38250

P 38250

P 38250

P 38250

9

125

7 8 10

1617

18

13

4

12

11

2 3

23

6

2 PLACES

HOLLOW TIE SIDE END COVER DETAIL

TOP COVER END COVER

HOLLOW TIE TOP COVER DETAIL END COVER PLATE

WELDING DETAIL

12

1816

17

12

1416 16 12

HT-1L

R-14-136

HT-2

LR-14-136

HT-5

LR-14-136

HT-9

LR-14-136

11

15

16

17

18

12

19

20

22

21

16

2

1

1

8

4

1

30

4

1

1

2

STEEL COVER PLATE FOR HST TIE, TOP END

END COVER PLATE FOR HST TIE, SHORT TOP VERSION

PUSH PIN ASSEMBLY FOR HST COVERS

STEEL SIDE END COVER PLATE ASSEMBLY FOR HST TIE

COVER SUPPORT BRACKET

RAIL ANCHOR UNIT DRIVE-ON TYPE 5

HST SWITCH PLATE HTP-202-L

HST SWITCH PLATE HTP-200-L

HST SWITCH PLATE HTP-208-L

HST SWITCH PLATE HTP-206-STR ES2800-90

ES2800-92

ES2800-93

ES2800-94

191919

19

21

20

2222

* NOT SHOWN ON ASSEMBLY FOR CLARITY

23 1 PILLOW BLOCK MOUNTING PLATE

ITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIAL

DVIEW SECTION

SECTIONSECTION

C

BA

GA

UG

E

TO

MA

CHIN

E

C L

PS

COVER PLATE NO 2, HOLLOW SWITCH TIE

COVER PLATE NO 3, HOLLOW SWITCH TIE

-

-

-

-

-

-

-

-

-

18 18

13*

14*

EACH TIE

BOX ANCHOR

NOTE:

D

C

A

B

�"

PIN SWITCH ROD DIMENSIONS.

SEE DRAWING ES2805-73 FOR CENTER TO CENTER

MUST BE COORDINATED WITH SCRRA.

SWITCH MACHINE AND MACHINE PLATES (NIC)

2.

1.

1

1

1

1

1

8

8

1

2

4

5

6*

7

8

9

2

8

3

10 8

HOLLOW TIE ASSEMBLY (HT-1LR-14-136)

HOLLOW TIE ASSEMBLY (HT-2LR-14-136)

HOLLOW TIE ASSEMBLY (HT-5LR-14-136)

HOLLOW TIE ASSEMBLY (HT-9LR-14-136)

SERRATED WASHER FOR LV BRACE

ES2805-72

ITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIAL

COVER PLATE NO 1, HOLLOW SWITCH TIE

LV BRACE FOR 136 LB RE

CLIP, SAFELOK, AB2000

CLIP, PANDROL, E2055

RODDING ASSEMBLY FOR NO 14-136 LB RE, SWITCH MACHINE ON RIGHT SIDE

-

-

-

-

-

-

-

-

-

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-33NO 14-136 LB RE LH

SWITCH MACHINE ON MAINLINE SIDE

HOLLOW STEEL TIE LAYOUT

Page 22: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

4’-

6�

"4’-

8�

"

GA

UG

E

15’-9�"

7’-9�"

4�"

�" (+�"-0")

2�"

1’-9�"

9�

"

(+

0"-�

")

3�

"

(+�

"-

0")

4�

"

1’-2" – �"

8" – �"

4�

"

TH

RO

W

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:39 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-34.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

15

14

9

5

7 8 10

1617

18

13

412

11

2 3

6

6

TOP COVEREND COVER

HOLLOW TIE TOP COVER DETAIL END COVER PLATE

HOLLOW TIE SIDE END COVER DETAILWELDING DETAIL

17

1618

12

16 121416

HT-1R

R-14-136

HT-2

RR-14-136

HT-5

RR-14-136

HT-9

RR-14-136

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

B99-89093

V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012

V45-00012

NUT W/COTTER SLOTTED 1" HEX

V30-60037

V45-00012

NUT W/COTTER SLOTTED 1" HEX

V30-60037V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012

1

12

11

15

16

17

18

12

19

20

22

21

16

2

1

1

8

4

1

30

4

1

2

1

STEEL COVER PLATE FOR HST TIE, TOP END

END COVER PLATE FOR HST TIE, SHORT TOP VERSION

PUSH PIN ASSEMBLY FOR HST COVERS

STEEL SIDE END COVER PLATE ASSEMBLY FOR HST TIE

COVER SUPPORT BRACKET

RAIL ANCHOR UNIT DRIVE-ON TYPE 5

HST SWITCH PLATE HTP-203-R

HST SWITCH PLATE HTP-201-R

HST SWITCH PLATE HTP-209-R

HST SWITCH PLATE HTP-206-STR ES2800-90

ES2800-92

ES2800-93

ES2800-94

* NOT SHOWN ON ASSEMBLY FOR CLARITY

13*

14*

2221

19

19

21

19

19

20

23

23 1 PILLOW BLOCK MOUNTING PLATE

ITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIAL

DVIEW SECTION

SECTIONSECTION

C

BA

PS

GA

UG

E

TO

MA

CHIN

E

C L

COVER PLATE NO 2, HOLLOW SWITCH TIE

COVER PLATE NO 3, HOLLOW SWITCH TIE

-

-

-

-

-

-

-

-

X

X X

X

12

18

18

EACH TIE

BOX ANCHOR

NOTE:

D

C

A

B

PIN SWITCH ROD DIMENSIONS.

SEE DRAWING ES2805-73 FOR CENTER TO CENTER

MUST BE COORDINATED WITH SCRRA.

SWITCH MACHINE AND MACHINE PLATES (NIC)

2.

1.

�"2 PLACES

1

1

1

1

1

8

8

1

2

4

5

6*

7

8

9

2

8

3

10 8

HOLLOW TIE ASSEMBLY (HT-1RR-14-136)

HOLLOW TIE ASSEMBLY (HT-2RR-14-136)

HOLLOW TIE ASSEMBLY (HT-5RR-14-136)

HOLLOW TIE ASSEMBLY (HT-9RR-14-136)

SERRATED WASHER FOR LV BRACE

ES2805-72

ITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIAL

COVER PLATE NO 1, HOLLOW SWITCH TIE

CLIP, SAFELOK AB 2000

CLIP, PANDROL, E2055

LV BRACE FOR 136 LB RE

RODDING ASSEMBLY, FOR NO 14-136 LB RE, SWITCH MACHINE ON RIGHT SIDE

-

-

-

-

-

-

-

-

-

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-34NO 14-136 LB RE RH

SWITCH MACHINE ON TURNOUT SIDE

HOLLOW STEEL TIE LAYOUT

Page 23: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

15’ -9�"

7’ -9�"

4’-

8�

"

GA

UG

E4’-

6�

"

4�"

2�"

�" (+�"-0")

1’-9�"

9�

"

(+

0"-�

")

3�

"

(+�

"-

0")

4�

"

1’-2" – �"

8" – �"

4�

"

TH

RO

W

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:40 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-35.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

L 1618

17

14

97 8 10

512

15

1

13

6

12

11

2

6

43

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

1�" HVY HEX

B99-89093

P 38250

P 38250

P 38250

P 38250

XXXXXXXXXXXX

XXXXXXXXXXXX

HOLLOW TIE TOP COVER DETAIL END COVER PLATE

WELDING DETAILHOLLOW TIE SIDE END COVER DETAIL

TOP COVER

END COVER

16 1416 12

�"

18

12

17

16

2 PLACES

HT-1L

L-14-136

HT-2

LL-14-136

HT-5

LL-14-136

HT-9

LL-14-136

1

1

1

1

1

8

8

1

2

4

5

6*

7

8

9

2

8

3

10

11

15

16

17

18

12

19

20

22

21

8

16

2

1

1

8

4

1

30

4

1

1

2

HOLLOW TIE ASSEMBLY (HT-1LL-14-136)

HOLLOW TIE ASSEMBLY (HT-2LL-14-136)

HOLLOW TIE ASSEMBLY (HT-5LL-14-136)

HOLLOW TIE ASSEMBLY (HT-9LL-14-136)

STEEL COVER PLATE FOR HST TIE, TOP END

END COVER PLATE FOR HST TIE, SHORT TOP VERSION

PUSH PIN ASSEMBLY FOR HST COVERS

STEEL SIDE END COVER PLATE ASSEMBLY FOR HST TIE

COVER SUPPORT BRACKET

SERRATED WASHER FOR LV BRACE

RAIL ANCHOR UNIT DRIVE-ON TYPE 5

HST SWITCH PLATE HTP-202-L

HST SWITCH PLATE HTP-200-L

HST SWITCH PLATE HTP-208-L

HST SWITCH PLATE HTP-206-STR ES2800-90

ES2800-92

ES2800-93

ES2800-94

* NOT SHOWN ON ASSEMBLY FOR CLARITY

13*

14*

19

22

22

19

21

19

19

20

23 1 PILLOW BLOCK MOUNTING PLATE

23

ES2805-71

ITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIAL

DVIEW

SECTIONSECTION

C

BA

GA

UG

E

TO

MA

CHIN

E

C

PS

COVER PLATE NO 2, HOLLOW SWITCH TIE

COVER PLATE NO 3, HOLLOW SWITCH TIE

CLIP, SAFELOK AB 2000

CLIP, PANDROL, E2055

X

X X

X

12

18 18

SECTION

RODDING ASSEMBLY FOR NO 14-136 LB RE, SWITCH MACHINE ON LEFT SIDE

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

EACH TIE

BOX ANCHOR

NOTE:

D

B

A

C

PIN SWITCH ROD DIMENSIONS.

SEE DRAWING ES2805-73 FOR CENTER TO CENTER

MUST BE COORDINATED WITH SCRRA.

SWITCH MACHINE AND MACHINE PLATES (NIC)

2.

1.

COVER PLATE NO 1, HOLLOW SWITCH TIE

LV BRACE FOR 136 LB RE

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-35NO 14-136 LB RE LH

SWITCH MACHINE ON TURNOUT SIDE

HOLLOW STEEL TIE LAYOUT

Page 24: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

�"

1�"

3�"3�"THROWN POSITIONSPRING WING IN

3�"DETAILS

FALSE FLANGE

�"

�"

�"

�"

GA

P

3�

"

1�"R

2"

�"

�"

3"

2�"

2"

1623’-3�" R

1�"

17’-1" TOE LENGTH 23’-1" HEEL LENGTH

40’-2" OVERALL LENGTH

5�"

�"

3�

"

7’-9�" TO PT OF TANGENCY

2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0"

AC

TU

AL

POIN

T

�"

PT

2’-0" FLARE

1’-8�" REF 3�" REF

7�

"

RE

F

1’-

1�

"

1’-8�

"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:41 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-41.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

TYPICAL 3 PLACES

FLAT RAIL BRACE MOUNTING DETAILS,

MOUNTING DETAILS

HORN AND KEEPER

RETARDER REMOVED FOR CLARITY

SPRING BOX DETAIL

SPRING BOX REMOVED FOR CLARITY

RETARDER MOUNTING DETAILDIMENSIONS AT GAUGE ELEVATION

17

3 PASSES

3 PLACES

29

1

2

17

12

31

20

24

26

13

13

12

26 21262315

26 212623

2

19

31

24

18

16

3 PASSES

26 192431

16

14

12

ED

H

U99-00511

U99-00511

U99-00511

U99-00511

SF14-136-62RC

ED

H

TIE SPACING

1312419

12 PLACES

18 6 PLACES

26

24

20

31

8 PLACES

30

2822

25

3

2

26

24

19

31

4 PLACES

14

15

16

E

F

SF14-136-65LC SF14-136-66LCSF14-136-64LC

SF14-136-50LC

SF14-136-51LC

SF14-136-52LC

SF14-136-55LC

27

NOTES:

1

2

4

5

9

7

8

6

10

11

12

13

14

15

3

1

1

1

1

1

1

4

4

1

1

1

1

1

1

1

SPRING BOX ASSEMBLY, WITH 3" MAXIMUM PLUNGER TRAVEL

WEAR PLATE FOR REVERSIBLE HORN KEEPER

HORN KEEPER, REVERSIBLE

COTTER PIN, �" DIA x 2" LONG

TAIL WASHER, FLAT (837K)

FLAT WASHER, FOR 1�" DIA x �" THICK, HARDENED

FLAT WASHER, FOR 1" DIA x �" THICK, HARDENED

WASHER, BOLT CAPTURE STYLE, �" THICK

FLAT RAIL BRACE FOR NON D-BAR APPLICATIONS

1

3

6

16

8

2

6

2

24

6

16

6

6

28

1

24

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

ES2805-43

ES2805-43

ES2805-45

ES2805-47

ES2805-49

ES2805-49

ES2805-51

ES2805-51

FROG PLATE (14-136-50LC)

FROG PLATE (14-136-51LC)

FROG PLATE (14-136-52LC)

FROG PLATE (14-136-55LC)

FROG PLATE (14-136-62LC)

FROG PLATE (14-136-64LC)

FROG PLATE (14-136-65LC)

FROG PLATE (14-136-66LC)

4

5

6 78

9 10 11

29

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

BOLT, 1" DIA x 3�", THIN SQ HEAD, DRILLED @ 2�", GR 5

BOLT, 1" DIA x 4�", HEAVY HEX HEAD, GR 8

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

C

SECTION A F

BB

EDETAILSECTION

SECTION DETAIL

SECTION

BOLT, 1" DIA x 3", THIN SQ HEAD, DRILLED @ 2�", GR 5

BOLT, 1�" DIA x 5�", SQUARE HEAD, GR 8

SECURITY LOCK NUT, 1" DIA, HEX (SH521), GR 5

NUT, 1" DIA HEAVY HEX, SLOTTED, GR 5

TIE

C L

RETARDER, ENIDINE P/N: SP22917, CLEVIS ENDS WITH HARDWARE

NO 14-136 LB RE SPRING FROG, LH POINT ASSEMBLY

PANDROL SPRING CLIP E2055

PANDROL SPRING CLIP E2056

SECURITY LOCK NUT, 1�" DIA HEX (SH530), GR 8

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

RETARDER PLATE BRACKET FOR FROG C/W HYDRAULIC RETARDER

TOE BLOCK, NO 14-136 LB RE WSM

B

C

�"3 PASSES

3 PLACES

SPRING WING RAIL, NO 14-136 LB RE, LH C/W HARDWARE

ALIGNMENT AND DIMENSIONS TO REPLACE WSM.

SCRRA WILL CONSIDER A TAPERED HEEL SPRING OF SAME

WITH INFORMATION SHOWN.

NAME TAG TO BE AFFIXED TO RIGID WING RAIL NEAR �" PT

PER AREMA.

INSERT TO BE EXPLOSIVE DEPTH HARDENED TO 352 BRINELL

COMPLETED FROGS.

LATEST AREMA PLAN 1010, PERMISSIBLE VARIATIONS IN

FROG SHALL BE CONSTRUCTED TO TOLERANCES GIVEN ON

RETARDER BRACKET (ITEM NO 16) SHALL BE WELDED AS SHOWN.

SHALL BE ROUNDED WITH A �" R.

RAIL BASE, 1�" DIA AT ALL 4 RAIL ENDS. ALL RAIL HOLE EDGES

RAIL END DRILLING SHALL BE @ 9" AND 1’-3�", 3�" ABOVE

SHOWN, UP AGAINST SPRING WING WHEN FULLY THROWN.

FLAT RAIL BRACES (ITEM NO 17) SHALL BE WELDED WHERE

THROWN POSITION.

AT THE �" POINT TO DETERMINE THE SPRING WING

SPRING WING SHALL BE THROWN TO A 1�" FLANGEWAY

SPRING BOX LOAD IS 300 LBS/IN.

RETARDER CLOSING TIME RANGES FROM 1 TO 3 MINUTES.

A

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-41CONCRETE TIES-136 LB RE RAIL

FROG ASSEMBLY PLAN VIEW AND FROG PACK

NO 14 WSM FROG LH

Page 25: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

1623’-3�" R

1�"

17’-1" TOE LENGTH 23’-1" HEEL LENGTH

40’-2" OVERALL LENGTH

5�"

�"

2"�"

3"

2�"

1�"

3�"3�"

3�"

�"

�"

�"

�"

GA

P

3�

"

2"

1’-

1�

"

7’-9�" TO PT OF TANGENCY

2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0"

2’-0" FLARE

1’-8�" REF

7�

"

RE

F

3�"

3�

"

1’-8�

"

AC

TU

AL

POIN

T

�"

PT

�"

�"

THROWN POSITIONSPRING WING IN

�"

DETAILSFALSE FLANGE

1�"R

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:42 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-42.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

SF14-136-50RC

SF14-136-51RC

SF14-136-52RC

SF14-136-64RC SF14-136-65RC SF14-136-66RC

U99-00511

U99-00511

U99-00511

SF14-136-55RC

U99-00511

SF14-136-62RC

ED

H

ED

H

TIE SPACING

1312419

12 PLACES

18 6 PLACES

26

24

20

31

8 PLACES

30

2822

25

3

2

26

24

19

31

4 PLACES

14

15

16

E

F

HORN KEEPER, REVERSIBLE

WEAR PLATE FOR REVERSIBLE HORN KEEPER

FLAT RAIL BRACE FOR NON D-BAR APPLICATIONS

FLAT WASHER, FOR 1" DIA x �" THICK, HARDENED

FLAT WASHER, FOR 1�" DIA x �" THICK, HARDENED

WASHER, BOLT CAPTURE STYLE, �" THICK

COTTER PIN, �" DIA x 2" LONG

TAIL WASHER, FLAT (837K)

SPRING BOX ASSEMBLY, WITH 3" MAXIMUM PLUNGER TRAVEL

2621 26 23 15

2621 26 23

2

19

31

24

18

16

3 PASSES

2619 24 31

16

14

1 2

3 PASSES

3 PLACES17

29

1

2

17

3 PASSES

3 PLACES

12

31

20

24

26

13

13

12

TYPICAL 3 PLACES

FLAT RAIL BRACE MOUNTING DETAILS,

MOUNTING DETAILS

HORN AND KEEPER

RETARDER REMOVED FOR CLARITY

SPRING BOX DETAIL

SPRING BOX REMOVED FOR CLARITY

RETARDER MOUNTING DETAILDIMENSIONS AT GAUGE ELEVATION

27

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

1

2

4

5

9

7

8

6

10

11

12

13

14

15

3

1

1

1

1

1

1

1

1

1

1

1

4

4

1

1

ES2805-44

ES2805-44

ES2805-46

ES2805-48

ES2805-50

ES2805-50

ES2805-52

ES2805-52

1

3

6

16

8

2

6

2

24

6

16

6

6

27

2

24

30 29

45

6 7

89 10 11

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

BOLT, 1" DIA x 3�", THIN SQ HEAD, DRILLED @ 2�", GR 5

BOLT, 1" DIA x 4�", HEAVY HEX HEAD, GR 8

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

C

A

A

BBE

SECTION SECTION DETAIL

SECTIONSECTIONDETAIL

F

TOE BLOCK, NO 14-136 LB RE WSM

B

C

REF

BOLT, 1" DIA x 3", THIN SQ HEAD, DRILLED @ 2�", GR 5

BOLT, 1�" DIA x 5�", SQUARE HEAD, GR 8

SECURITY LOCK NUT, 1" DIA, HEX (SH521), GR 5

NUT, 1" DIA HEAVY HEX, SLOTTED, GR 5

PANDROL SPRING CLIP E2056

PANDROL SPRING CLIP E2055

SECURITY LOCK NUT, 1�" DIA HEX (SH530), GR 8

RETARDER PLATE BRACKET FOR FROG C/W HYDRAULIC RETARDER

TIE

C L

RETARDER, ENIDINE P/N: SP22917, CLEVIS ENDS WITH HARDWARE

FROG PLATE (14-136-50RC)

FROG PLATE (14-136-51RC)

FROG PLATE (14-136-52RC)

FROG PLATE (14-136-55RC)

FROG PLATE (14-136-62RC)

FROG PLATE (14-136-64RC)

FROG PLATE (14-136-65RC)

FROG PLATE (14-136-66RC)

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

SPRING WING RAIL, NO 14-136 LB RE, RH, C/W HARDWARE

NO 14-136 LB RE SPRING FROG, RH POINT ASSEMBLY

ALIGNMENT AND DIMENSIONS TO REPLACE WSM.

SCRRA WILL CONSIDER A TAPERED HEEL SPRING OF SAME

�" PT WITH INFORMATION SHOWN.

NAME TAG TO BE AFFIXED TO RIGID WING RAIL NEAR

BRINELL PER AREMA.

INSERT TO BE EXPLOSIVE DEPTH HARDENED TO 352

IN COMPLETED FROGS.

ON LATEST AREMA PLAN 1010, PERMISSIBLE VARIATIONS

FROG SHALL BE CONSTRUCTED TO TOLERANCES GIVEN

AS SHOWN.

RETARDER BRACKET (ITEM NO 16) SHALL BE WELDED

ALL RAIL HOLE EDGES SHALL BE ROUNDED WITH A �" R.

3�" ABOVE RAIL BASE, 1�" DIA AT ALL 4 RAIL ENDS.

RAIL END DRILLING SHALL BE @ 9" AND 1’-3�",

SHOWN, UP AGAINST SPRING WING WHEN FULLY THROWN.

FLAT RAIL BRACES (ITEM NO 17) SHALL BE WELDED WHERE

SPRING WING THROWN POSITION.

FLANGEWAY AT THE �" POINT TO DETERMINE THE

SPRING WING SHALL BE THROWN TO A 1�"

SPRING BOX LOAD IS 300 LBS/IN.

MINUTES.

RETARDER CLOSING TIME RANGES FROM 1 TO 3

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-42CONCRETE TIES-136 LB RE RAIL

FROG ASSEMBLY PLAN VIEW AND FROG PACK

NO 14 WSM FROG RH

Page 26: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

�"

1�

" – �

"

2’-9�" – �"

2’-6�" – �"

5" – �" 1’-2�" – �"

90°

1’-2�" – �"

2’-7�" – �"

1�

" – �

"

5" – �"

2’-4�" – �"

1’-0�" – �"

90°

�"

1�" – �" 1�" – �"

1’-1�" – �"

SKEW

2�

"

(+�"-0")

6�"

�" �"

SKEW

2�

"

(+�"-0")

6�"

4�

" – �

"

4�

" – �

"

(+� "-0")

6�"

(+� "-0")

6�"

RE

F

1�

"

RE

F

1�

"

2�

"

2�

"

8"

8"

1"

ENSURE CLEARANCE FOR �" DIA CLIP

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:42 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-43.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

3.

2.

1.

3 1

RAIL SEAT

REF

OFFSET

RAIL SEAT

(T

YP)

(TYP)

REF

OFFSET

RAIL SEATRAIL SEAT

3 2

(T

YP)

(TYP)

(T

YP)

(T

YP)

DRAWING.

SLOTTED HOLE CENTERS ARE INDICATED ON

& NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER

CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT

14-

136-

51

LC

FROG BASE PLATE 14-136-51LCFROG BASE PLATE 14-136-50LC

14-

136-

50

LC

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

3

1

0

4

0

1

4 SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

FLAT BAR, ASTM A36, �" x 8" x 2’-7�" LONG

FLAT BAR, ASTM A36, �" x 8" x 2’-9�" LONG

DWG NO

-

-

-

QTY FOR 14-136-50LC QTY FOR 14-136-51LC

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-43CONCRETE TIES-136 LB RE RAIL

FROG BASE PLATES 14-50LC AND 14-51LC

NO 14 WSM FROG LH

Page 27: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

�"

1�

" – �

"

2’-9�" – �"

2’-6�" – �"

5" – �" 1’-2�" – �"

90°

1’-2�" – �"

2’-7�" – �"

1�

" – �

"

5" – �"

2’-4�" – �"

1’-1�" – �"

90°

�"

8"

8"

1�

"

RE

F

1�

"

RE

F

1�" – �" 1�" – �"

1’-0�" – �"

4�

" – �

"

2�

"

(+�"-0")

6�"

2�

"

(+�"-0")

6�" (+� "-0")

6� "

(+� "-0")

6� "

�" �"

4�

" – �

"

2�

"

2�

"

1"

ENSURE CLEARANCE FOR �" DIA CLIP

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:43 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-44.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

3.

2.

1.

(TYP)

(T

YP)

SKEW SKEW

RAIL SEAT RAIL SEATRAIL SEAT

RAIL SEAT

3 1 3 2

REF

OFFSET

REF

OFFSET

(T

YP)

(TYP)

(T

YP)

(T

YP)

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

& NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER

CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

3

1

0

4

0

1

4 SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

FLAT BAR, ASTM A36, �" x 8" x 2’-7�" LONG

FLAT BAR, ASTM A36, �" x 8" x 2’-9�" LONG

DWG NO

-

-

-

QTY FOR 24-136-50RC QTY FOR 24-136-51RC

14-

13

6-

51

RC

14-

13

6-

50

RC

FROG BASE PLATE 14-136-50RC FROG BASE PLATE 14-136-51RC

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-44CONCRETE TIES-136 LB RE RAIL

FROG BASE PLATES 14-50RC AND 14-51RC

NO 14 WSM FROG RH

Page 28: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

2’-

2�

" – �

"

2’-

4" – �

"

1�

" – �

"1’-

1�

" – �

"7�

" – �

"

2’-

2�

" – �

"

6�

" – �

"

1’-

5�

" – �

"5" – �

"

2�" – �"

2�" – �"

2�" – �"

6�

" – �

"

2�" – �"

4�" – �"

2�

" – �

"

6�

" – �

"

6�

" – �

"

1" – �"

1�" REF

1" x 1�" (+�" - 0")

1" – �"

1"

ENSURE CLEARANCE FOR �" DIA CLIP

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:43 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-45.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

2

3

4

1 BURNED PLATE, �" THICK

1

4

1

1

BURNED STOP, �" THICK, TAPERED 1�" TO 1�", 6" LONG

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

BURNED STOP, �" THICK, TAPERED 3�" TO 3�", 6" LONG

NOTES:

3.

2.

1.

DA

TU

MD

AT

UM

1�

" – �

"

2’-

1�

" – �

"

4’-

1�

" – �

"

12 SLOTTED HOLES

4

1

�"

�"

2’-

1�

" – �

"

4’-

1�

" – �

"

1�

" – �

"

32

�"

�"

ITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIAL

(TYP) DATUM

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

AND STOPS AND NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDERS

CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT

14-136-52LC

FROG BASE PLATE 14-136-52LC

-

-

-

-

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-45CONCRETE TIES-136 LB RE RAIL

FROG BASE PLATE 14-52LC

NO 14 WSM FROG LH

Page 29: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

2’-

2�

" – �

"

2’-

4" – �

"

1’-

5�

" – �

"5" – �

"

1�

" – �

"7�

" – �

"1’-

1�

" – �

"

2’-

2�

" – �

"

6�

" – �

"

6�

" – �

"

6�

" – �

"

6�

" – �

"

2�" – �"

2�" – �"

2�" – �"

4�" – �"

2�" – �"2�

" – �

"

1" – �"1" – �"

1�" REF

1" x 1�" (+�" - 0")

1"

ENSURE CLEARANCE FOR �" DIA CLIP

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:44 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-46.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

2

3

4

1 BURNED PLATE, �" THICK

1

4

1

1

BURNED STOP, �" THICK, TAPERED 1�" TO 1�", 6" LONG

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

BURNED STOP, �" THICK, TAPERED 3�" TO 3�", 6" LONG

NOTES:

3.

2.

1.

DA

TU

MD

AT

UM

1�

" – �

"

2’-

1�

" – �

"

4’-

1�

" – �

"

12 SLOTTED HOLES

4

1

�"

�"

2’-

1�

" – �

"

4’-

1�

" – �

"

1�

" – �

"

3

2

�"

�"

ITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIAL

(TYP)

-

-

-

-

DATUM

14-136-52RC

FROG BASE PLATE 14-136-52RC

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

AND STOPS AND NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDERS

CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-46CONCRETE TIES-136 LB RE RAIL

FROG BASE PLATE 14-52RC

NO 14 WSM FROG RH

Page 30: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

6"

HOLES28 SLOTTED (+�" - 0")1" x 1�"

1�" REF

11�

" – �

"7�

" – �

"

2�" – �"

1�

" – �

"

1�

" – �

"

2’-

4" – �

" �" – �"

1�" – �"

�" – �"

�" – �"

3’-

4" – �

"

1’-

2�

" – �

"

2’-

7" – �

"

1’-

3�

" – �

"

2�" – �"

1’-

10�

" – �

"

1’-

10�

" – �

"

1’-

11�

" – �

"

2’-

11" – �

"

7�

" – �

"

6’-0" – �"

8’-0" – �"

2’-0" – �"

4’-0" – �"

3’-11�" – �"

�" – �"

2’-

6" – �

"

4�" – �"

ENSURE CLEARANCE FOR �" DIA CLIP

1"

�" – �

"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:44 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-47.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

2

3

4

5 1

1

1 1

CAPTURE BLOCK FOR SPRING BOX

FLAT BAR, ASTM A36, �" THICK x 2" x 6" LONG

DA

TU

MD

AT

UM

3

6

4

1

2

5

6

5

4

2

BURNED PLATE, �" THICK

NOTES:

CAPTURE BLOCK FOR PLATE CLIP

CAPTURE BLOCK FOR HORN KEEPER

FORGED SHOULDER WELDING DETAIL

4.

3.

2.

1.

ITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIAL

1�

" – �

"1�

" – �

"

2’-

1�

" – �

"

4’-

1�

" – �

"

6’-

1�

" – �

"

8’-

1�

" – �

"

10’-

1�

" – �

"

12’-

1�

" – �

"

10’-

1�

" – �

"

12’-

1�

" – �

"

8’-

1�

" – �

"

4’-

1�

" – �

"

6’-

1�

" – �

"

2’-1�" – �"

SID

ES

BO

TH

(TYP)

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1 -

-

-

-

-

-

14-136-55LC

FROG BASE PLATE 14-136-55LC

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

SHALL BE FREE OF WELD AND SPATTER.

OPENINGS IN BOLT CAPTURE BLOCKS

AND STOPS AND NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDERS

CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT

�"

�"�"

(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

�"

�"

(TYP)

3 PASSES

�"3 SIDES

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-47CONCRETE TIES-136 LB RE RAIL

FROG BASE PLATE 14-55LC

NO 14 WSM FROG LH

Page 31: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

6"

8’-0" – �"

6’-0" – �"

4’-0" – �"

2’-0" – �"3’-11�" – �"

7�

" – �

"11�

" – �

"

2’-

4" – �

"

2’-

6" – �

"

4�" – �"1’-

2�

" – �

"

2’-

7" – �

"

1’-

3�

" – �

"

3’-

4" – �

"

1’-

10�

" – �

"

7�

" – �

"1’-

10�

" – �

"

1’-

11�

" – �

"

2’-

11" – �

"

HOLES28 SLOTTED (+�" - 0")1" x 1�"

1�

" – �

"

�" – �

"

2�" – �"

1�

" – �

"

2�" – �"

�" – �"

1�" REF

�" – �"

�" – �"

1�" – �"

�" – �"

2�" – �"

ENSURE CLEARANCE FOR �" DIA CLIP

1"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:45 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-48.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

2

3

4

5 1

1

1 1

CAPTURE BLOCK FOR SPRING BOX

CAPTURE BLOCK FOR HORN KEEPER

FLAT BAR, ASTM A36, �" THICK x 2" x 6" LONG

CAPTURE BLOCK FOR PLATE CLIP

6

5

4

2

BURNED PLATE, �" THICK

DA

TU

MD

AT

UM

36

4

2

5

1

NOTES:

FORGED SHOULDER WELDING DETAIL

4.

3.

2.

1.

ITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIAL

2’-

1�

" – �

"

4’-

1�

" – �

"

2’-

1�

" – �

"

1�

" – �

"

6’-

1�

" – �

"

4’-

1�

" – �

"

6’-

1�

" – �

"

8’-

1�

" – �

"

10’-

1�

" – �

"

8’-

1�

" – �

"

10’-

1�

" – �

"

12’-

1�

" – �

"12’-

1�

" – �

"

(TYP)

SID

ES

BO

TH

14-136-55RC

FROG BASE PLATE 14-136-55RC

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

SHALL BE FREE OF WELD AND SPATTER.

OPENINGS IN BOLT CAPTURE BLOCKS

AND STOPS AND NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDERS

CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT

-

-

-

-

-

-

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

1�

" – �

"

�"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES�"

�"

�"

�"

�"

(TYP)

3 PASSES

3 SIDES�"

4 SIDES

3 PASSES

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-48CONCRETE TIES-136 LB RE RAIL

FROG BASE PLATE 14-55RC

NO 14 WSM FROG RH

Page 32: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

1�

"–�

"

8"

90°

1�" REF

2’-4�" – �"

2’-1�" – �"

9�" – �"5" – �"1�" – �"

9�" – �"

4�

" – �

"

2’-

5�

" – �

"

1’-

4�

" – �

"

�" – �" 1’-

7�

" – �

"

2’-

4�

" – �

"

�" – �"

7�

" – �

"1�

" – �

"

2�

" – �

"

2�

" – �

"

�"

RE

F

1�

"

�"

2�

" – �

"

(+� "-0")

6� "

�" – �"

2�" – �"

4�" – �"

4" – �"

4�

" – �

"

(+�"- 0")

6�"

(T

YP)

(T

YP)

ENSURE CLEARANCE FOR �" DIA CLIP

1"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

8 SLOTTED HOLES

(+�" - 0")

1" x 1�"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:45 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-49.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

4.

3.

2.

1.

FORGED SHOULDER WELDING DETAILPLATE BRACE CAPTURE BLOCK

WELDING DETAILS

DA

TU

MD

AT

UM

2

1

3

3�

" – �

"3�

" – �

"

2’-

3�

" – �

"

RAIL SEAT

34

(TYP)

REF

OFFSET

RAIL SEAT

(TYP)

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

SHALL BE FREE OF WELD AND SPATTER.

OPENINGS IN BOLT CAPTURE BLOCKS

AND STOPS AND NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDERS

HEIGHT CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM

FROG BASE PLATE 14-136-64LCFROG BASE PLATE 14-136-62LC

14-136-62LC

14-136-64LC

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

3

1

1

3 SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

DWG NO

-

-

-

-4 0 FLAT BAR, ASTM A36,�" x 8" x 2’-4�" LONG

CAPTURE BLOCK FOR HORN KEEPER

QTY FOR 14-136-62LC QTY FOR 14-136-64LC

0

0

4

1

SID

ES

BO

TH

BURNED PLATE, �" THICK

�"

�"�"

(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

3 PASSES�"

�"

�"DRESSED FLUSH

WELD SHALL BE

3 PASSES

2’-

3�

" – �

"

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-49CONCRETE TIES-136 LB RE RAIL

FROG BASE PLATES 14-62LC AND 14-64LC

NO 14 WSM FROG LH

Page 33: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

1�

"–�

"90

°

8"

1�" REF

2’-

5�

" – �

"

1’-

4�

" – �

"

�" – �"

4" – �"

1�

" – �

"7�

" – �

"

4�" – �"

4�

" – �

" �" – �"

2�" – �"

1’-

7�

" – �

"

2’-

4�

" – �

"

5" – �" 9�" – �"

4�

" – �

"

1�" – �" 2’-1�" – �"

9�" – �"

�"

(+�"-0")

6�"

2�

" – �

"

2�

" – �

"

(+� "-0")

6� "

RE

F

1�

"

2’-4�" – �"

(T

YP)

(T

YP)

�" – �

"

�"

2�

" – �

"

1"

ENSURE CLEARANCE FOR �" DIA CLIP

HOLES

4 SLOTTED

(+�" - 0)

1" x 1�"

8 SLOTTED HOLES

(+�" - 0")

1" x 1�"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:46 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-50.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

4.

3.

2.

1.

DA

TU

MD

AT

UM

2

1

3

3�

" – �

"3�

" – �

"

2’-

3�

" – �

"

RAIL SEAT

SKEW

RAIL SEAT

3 4

(TYP)

REF

OFFSET

(TYP)

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

3

1

1

3 SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

DWG NO

-

-

-

-4 0 FLAT BAR, ASTM A36,�" x 8" x 2’-4�" LONG

CAPTURE BLOCK FOR HORN KEEPER

QTY FOR 14-136-62RC QTY FOR 14-136-64RC

0

0

4

1

FROG BASE PLATE 14-136-62RCFROG BASE PLATE 14-136-64RC

PLATE BRACE CAPTURE BLOCK

WELDING DETAILS

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

SHALL BE FREE OF WELD AND SPATTER.

OPENINGS IN BOLT CAPTURE BLOCKS

AND STOPS AND NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDERS

HEIGHT CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM

(T

YP)

14-136-62RC

14-136-64RC

BURNED PLATE, �" THICK

�"DRESSED FLUSH

WELD SHALL BE

3 PASSES

�"

�"3 SIDES

2’-

3�

" – �

"

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-50CONCRETE TIES-136 LB RE RAIL

FROG BASE PLATES 14-62RC AND 14-64RC

NO 14 WSM FROG RH

Page 34: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

8"

90°

8"

90°

�"

�"

2’-6�" – �"

2’-3�" – �"

10�" – �"5" – �"1�" – �"

1�

" – �

"

11�" – �"

4�

" – �

"

2’-8�" – �"

2’-5�" – �"

1’-0�" – �"5" – �"

1’-1�" – �"

4�

" – �

"1�

" – �

"

1�" – �"

(T

YP)

(T

YP)

(T

YP)

(T

YP)

�" �"

(+�"-0")

6�"

2�

"

2�

"

2�

"

�" – �"

RE

F

1�

"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"�" – �"

RE

F

1�

"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

2�

"

(+�"-0")

6�"

(+� "-0")

6�"

(+� "-0")

6�"

ENSURE CLEARANCE FOR �" DIA CLIP

1"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:46 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-51.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

FORGED SHOULDER WELDING DETAIL3.

2.

1.

(TYP) (TYP)

3 1 3 2

REF

OFFSET

REF

OFFSET

RAIL SEAT RAIL SEAT

SKEW

RAIL SEAT

SKEW

RAIL SEAT

SID

ES

BO

TH

FROG BASE PLATE 14-136-65LC FROG BASE PLATE 14-136-66LC

DRAWING.

SLOTTED HOLE CENTERS ARE INDICATED ON

NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER &

HEIGHT CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM

14-136-65LC

14-136-66LC

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

3

1

0

4 SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

FLAT BAR, ASTM A36, �" x 8" x 2’-6�" LONG

DWG NO

-

-

-

QTY FOR 14-136-65LC QTY FOR 14-136-66LC

0

1

4

FLAT BAR, ASTM A36, �" x 8" x 2’-8�" LONG

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-51CONCRETE TIES-136 LB RE RAIL

FROG BASE PLATES 14-65LC AND 14-66LC

N0 14 WSM FROG LH

Page 35: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

90°

8"

8"

90°

2’-8�" – �"

2’-5�" – �"

1’-1�" – �"5" – �"

1’-0�" – �"

4�

" – �

"1�

" – �

"

1�" – �"

2’-6�" – �"

2’-3�" – �"

11�" – �"5" – �"1�" – �"

1�

" – �

"4�

" – �

"

10�" – �"

2�

"

�"

RE

F

�"

RE

F

(T

YP)

(T

YP)

RE

F

1�

"

RE

F

1�

"

2�

"

2�

"

�" �"

2�

"

�" – �" �" – �"

(+� "-0")

6� "

(+� "-0")

6� "

(+�"-0")

6�"

(+�"-0")

6�"

(T

YP)

(T

YP)

ENSURE CLEARANCE FOR �" DIA CLIP

1"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:46 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-52.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

FORGED SHOULDER WELDING DETAIL

3 1

3.

2.

1.

23

(TYP)

REF

OFFSET

REF

OFFSET

RAIL SEAT

RAIL SEATRAIL SEATRAIL SEAT

(TYP)

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

3

1

0

4 SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

FLAT BAR, ASTM A36, �" x 8" x 2’-6�" LONG

DWG NO

-

-

-

QTY FOR 14-136-65RC QTY FOR 14-136-66RC

0

1

4

FLAT BAR, ASTM A36, �" x 8" x 2’-8�" LONG

FROG BASE PLATE 14-136-66RCFROG BASE PLATE 14-136-65RC

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER &

HEIGHT CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM

SID

ES

BO

TH

14-136-65RC

14-136-66RC

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-52CONCRETE TIES-136 LB RE RAIL

FROG BASE PLATES 14-65RC AND 14-66RC

NO 14 WSM FROG RH

Page 36: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

1"

1�" – �"

8’ LIFT POINT

26’

8’ LIFT POINT

�"

RE

F

1"

1�" – �"

1�" REF1’-11�" – �"

2’-2�" – �"

4�" – �"1�" – �"

�" – �

"

�"

1’-11�" REF 2’-0�" (TYP)

REF

OFFSET

�"

2�

"

"

3�"

(T

YP)

(T

YP)

1�

" – �

"

8"

(+� "-0")

6�"

RAIL SEAT

9� " – �"

4�" – �"

4�

" – �

"

1"

�" x 8" x 2’-2�"

FLAT BAR,

ASSEMBLY (BOLTLESS)

GUARD RAIL CHAIR

TONGUELESS TYPE 1

FORGED SHOULDER,

ENSURE CLEARANCE FOR �" DIA CLIP

4 SLOTTED HOLES

1" DIA (+�" - 0")

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:47 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-61.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

1

12

12

1

2

3

LIFT

POINT

LIFT

POINTWEIGHT

LOCKING BLOCK

H-CLAMP

GUARD BAR, UIC33 1200 SERIES x 26’-0" LONG

4

5

6 48

12

36

6 5

4

3

2

21

14-136-L

H-S

KE

W-26 FT

6.

5.

4.

3.

2.

1.

ITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIAL

BVIEW

CSECTION

APARTIAL SECTION

REF

SEE ES2800-50 FOR STRAIGHT SIDE GUARD RAIL.

TO CLEAR FOOT OF CHAIR ASSEMBLY.

GRIND AWAY CORNER OF PANDROL SHOULDER

WITH �" HIGH CHARACTERS AS SHOWN.

PLATE IS TO BE STAMPED WITH PLATE I.D.

OF WEAR BAR WITH WHITE PAINT.

LIFT POINTS AND WEIGHT OF ASSEMBLY TO BE MARKED ON HEAD

PANDROL SPRING CLIPS (E2055) TO BE INCLUDED IN ASSEMBLY.

IS TO BE DETERMINED BY TIE SPACING AT TIME OF INSTALLATION.

PLATE SPACING IS SET FOR SHIPPING ONLY. FINAL PLATE SPACING

GUARD RAIL HARDWARE ASSEMBLY

GUARD RAIL PLATE ASSEMBLY

-

-

-

-

-

-

GUARD RAIL PLATE ASSEMBLY, RAISED 1", LH SKEWED

CLIP, PANDROL, E2055

SHIM, �" THICK x 3" x 6" LONG

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

�" 2 PLACES

3 SIDES

C

B

A

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-61CONCRETE TIES-136 LB RE RAIL, 1-7/8" FLANGEWAY

26’-0" LONG, BOLTLESS, RAISED 1"

LH SKEWED WITH PLATES

NO 14 GUARD RAIL ASSEMBLY,

Page 37: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

1"

1�" – �"

�"

RE

F

1"

1�" – �"

1’-11�" – �"

2’-2�" – �"

1�" – �"

4�" – �"

8"

�" – �

"

1�" REF

3�" REF

�"

8’ LIFT POINT

26’

8’ LIFT POINT

1’-11�" REF

2�

"

(+� "-0")

6� "

9� " – � "

4�" – �"

(T

YP)

1�

" – �

"

REF

OFFSET

�"

"

4�

" – �

"

(T

YP)

4 SLOTTED HOLES

1" DIA (+�" - 0")

2’-0�" (TYP)

1"

ENSURE CLEARANCE FOR �" DIA CLIP

TONGUELESS TYPE 1

FORGED SHOULDER, ASSEMBLY (BOLTLESS)

GUARD RAIL CHAIR

�" x 8" x 2’-2�"

FLAT BAR,

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:47 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-62.DGN

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

3

6 5

4

2

LIFT

POINT

LIFT

POINT WEIGHT

1

2

1

12

12

1

2

3

LOCKING BLOCK

H-CLAMP

GUARD BAR, UIC33 1200 SERIES x 26’-0" LONG

4

5

6 48

12

36

14-136-

RH-S

KE

W-26 FT

ITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIAL

B

C

A

SECTION

NOTES:

6.

5.

4.

3.

2.

1.

RAIL SEAT

PARTIAL SECTIONGUARD RAIL HARDWARE ASSEMBLY

VIEW

GUARD RAIL PLATE ASSEMBLYSEE ES2800-50 FOR STRAIGHT SIDE GUARD RAIL.

TO CLEAR FOOT OF CHAIR ASSEMBLY.

GRIND AWAY CORNER OF PANDROL SHOULDER

WITH �" HIGH CHARACTERS AS SHOWN.

PLATE IS TO BE STAMPED WITH PLATE I.D.

OF WEAR BAR WITH WHITE PAINT.

LIFT POINTS AND WEIGHT OF ASSEMBLY TO BE MARKED ON HEAD

PANDROL SPRING CLIPS (E2055) TO BE INCLUDED IN ASSEMBLY.

IS TO BE DETERMINED BY TIE SPACING AT TIME OF INSTALLATION.

PLATE SPACING IS SET FOR SHIPPING ONLY. FINAL PLATE SPACING

-

-

-

-

-

-SHIM, �" THICK x 3" x 6" LONG

GUARD RAIL PLATE ASSEMBLY, RAISED 1", RH SKEWED

CLIP, PANDROL, E2055

2 PLACES

3 SIDES

�"

B

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

C

A

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-62CONCRETE TIES-136 LB RE RAIL, 1-7/8" FLANGEWAY

26’-0" LONG, BOLTLESS, RAISED 1"

RH SKEWED WITH PLATES

NO 14 GUARD RAIL ASSEMBLY,

Page 38: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

6’-0�" 8’-0"

6�

"

STEEL TIE TOP ELEVATION

1’-9�"

2�

"

1�

"

DA

P

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:48 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-71.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

1�" HVY HEX

V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012

V45-00012

NUT W/COTTER SLOTTED 1" HEX

V30-60037

V45-00012

NUT W/COTTER SLOTTED 1" HEX

V30-60037 V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012

1516

6

2

6

3

8

10

7

4

9

9

5

9

9

1

REAR HELPER ROD CRANK ATTACHES TO ROD PIN

5

3

14

131112

152

216

1

1

1

1

1

4

1

1

2

4

5

6

7

8

9

2

1

3

16

15

14

13

12

11

10 1

1

1

1

1

1

ROD POINT BRACKET, THROW ROD, ANTI-ROLL, HOLES AT 2�" ARB, LH

ROD POINT BRACKET, THROW ROD, ANTI-ROLL, HOLES AT 2�" ARB, RH

DROP LUG FOR US&S M23 SWITCH MACHINE DRIVE BAR

LOCK ROD, FOR M23 SWITCH MACHINE, HST

DETECTOR ROD, FOR M23 SWITCH MACHINE, HST

COTTER PIN, �" DIA x 1�" LONG

SWITCH ROD NO 1, FOR POINT DETECTOR/LOCK ROD, (14-136-1)

SWITCH ROD NO 3, THROW, (14-136-3)

SWITCH ROD NO 4, THROW, (14-136-4) R

OD

NO

1

RO

D

NO

2

RO

D

NO

3

RO

D

NO

4

SWITCH ROD ASSEMBLY NO 1

(VIEW FROM HEEL TOWARDS PS)

POINT DETECTOR ROD CONNECTION SHOWN

SWITCH ROD ASSEMBLY NO 1

(VIEW FROM HEEL TOWARDS PS)

LOCK ROD CONNECTION SHOWN

REAR HELPER (ROD NO 4) DRIVE ROD ASSEMBLY

DRIVE ROD (ROD NO 2) ASSEMBLY

(VIEW FROM HEEL TOWARDS PS)

FRONT HELPER ROD CRANK ATTACHES TO BASKET

ROTARY ASSIST ASSEMBLY FOR NO 14-136 LB RE TURNOUT

ITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIAL

SPRING WASHER, �" DIA

ROD POINT BRACKET, HOLES AT 2�" ARB, C/W SQ BOLTS

SWITCH ROD NO 2, DRIVE, C/W BASKET (14-136-2)

ES2805-73

ES2805-73

ES2805-73

ES2805-73

-

-

-

-

-

-

-

-

-

-

-

-

ROD POINT BRACKET, DETECTOR/LOCK ROD, HOLES AT 2�" ARB

1

ARB -ABOVE RAIL BASE

*

*

*

*

*

BOLT, �" DIA x 3" LONG, DRILLED 2�" BELOW HEAD, HEAVY HEX, GR 5

NUT, �" DIA SLOTTED HEAVY HEX, GR 8

(T

YP)

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-71NO 14-136 LB RE SPRING FROG TURNOUT

SWITCH MACHINE ON LEFT HAND SIDE

HOLLOW STEEL TIE RODDING ASSEMBLY

Page 39: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

6’-0�" 8’-0"

6�

"

STEEL TIE TOP ELEVATION

1’-9�"

2�

"

1�

"

DA

P

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:49 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-72.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

1�" HVY HEX

V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012

V45-00012

NUT W/COTTER SLOTTED 1" HEX

V30-60037

V45-00012

NUT W/COTTER SLOTTED 1" HEX

V30-60037 V30-60037

NUT W/COTTER SLOTTED 1" HEX

V45-00012

1516

6

2

6

3

7

10

8

4

9

9

5

9

9

1

FRONT HELPER ROD CRANK ATTACHES TO BASKET

3

5

REAR HELPER ROD CRANK ATTACHES TO ROD PIN

14

12

1311

16

2

15

2

1

1

1

1

1

4

1

1

2

4

5

6

7

8

9

2

1

3

16

15

14

13

12

11

10 1

1

1

1

1

1

ROD POINT BRACKET, DETECTOR/LOCK ROD, HOLES AT 2�" ARB

ROD POINT BRACKET, THROW ROD, ANTI-ROLL, HOLES AT 2�" ARB, LH

ROD POINT BRACKET, THROW ROD, ANTI-ROLL, HOLES AT 2�" ARB, RH

DROP LUG FOR US&S M23 SWITCH MACHINE DRIVE BAR

LOCK ROD, FOR M23 SWITCH MACHINE, HST

DETECTOR ROD, FOR M23 SWITCH MACHINE, HST

COTTER PIN, �" DIA x 1�" LONG

SWITCH ROD NO 1, FOR POINT DETECTOR/LOCK ROD, (14-136-1)

SWITCH ROD NO 3, THROW, (14-136-3)

SWITCH ROD NO 4, THROW, (14-136-4)

RO

D

NO

1

RO

D

NO

2

RO

D

NO

3

RO

D

NO

4

SWITCH ROD ASSEMBLY NO 1

SWITCH ROD ASSEMBLY NO 1 DRIVE ROD (ROD NO 2) ASSEMBLY

(VIEW FROM HEEL TOWARDS PS)

REAR HELPER (ROD NO 4) DRIVE ROD ASSEMBLY

ROTARY ASSIST ASSEMBLY FOR NO 14-136 LB RE TURNOUT

SPRING WASHER, �" DIA

ITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIAL

ROD POINT BRACKET, HOLES AT 2�" ARB, C/W SQ BOLTS

SWITCH ROD NO 2, DRIVE, C/W BASKET (14-136-2)

ES2805-73

ES2805-73

ES2805-73

ES2805-73

NUT, �" DIA SLOTTED HEAVY HEX, GR 8

BOLT, �" DIA x 3" LONG, DRILLED 2�" BELOW HEAD, HEAVY HEX, GR 5

ARB -ABOVE RAIL BASE*

*

*

*

*

-

-

-

-

-

-

-

-

-

-

-

-1

(T

YP)

(VIEW FROM HEEL TOWARDS PS)

LOCK ROD CONNECTION SHOWN

(VIEW FROM HEEL TOWARDS PS)

POINT DETECTOR ROD CONNECTION SHOWN

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-72NO 14-136 LB RE SPRING FROG TURNOUT

SWITCH MACHINE ON RIGHT HAND SIDE

HOLLOW STEEL TIE RODDING ASSEMBLY

Page 40: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

3’-3�" 3’-4�"

3�

"

2�" REF

3’-6�"

3’-5"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:50 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-73.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM QTY

1

2

1

2

2

DESCRIPTION

1

2

4

5

3

DWG NOPART NO

SCRRA

SWITCH ROD 14-136-1

SWITCH CLIP ASSEMBLY, ADJUSTABLE, FOR HOLLOW TIE COMPOSITE RODS

CONNECTOR LUG FOR POINT DETECTOR/LOCK RODS

HUCK COLLAR, �" DIA (LC-2R24B)

3

4

5

2

1

2

SWITCH ROD ASSEMBLY 14-136-1

NOTES:

ITEM QTY

1

2

4

4

2

DESCRIPTION

1

2

4

5

3

DWG NOPART NO

SCRRA

6

7

1

1

CLIP/LUG ASSEMBLY, HST SWITCH, ANTI-ROLLOVER DESIGN, LH

HUCK COLLAR, �" DIA (LC-2R24B)

SPLICE PLATE, FOR BLUE ROD BASKET ASSEMBLY RODS

SWITCH ROD ASSEMBLY 14-136-2

65

4

2

7

2

13

SEE NOTE 2

1

2 2

ITEM QTY

1

2

DESCRIPTION

1

2

DWG NOPART NO

SCRRA

SWITCH ROD 14-136-3

SWITCH CLIP ASSEMBLY, ADJUSTABLE, FOR HOLLOW TIE

SWITCH ROD ASSEMBLY 14-136-3

14-136-2

2.

1.

SWITCH RODS MUST BE PARALLEL WITHIN �" OVER LENGTH OF 2-B ROD.

ROD IDENTIFICATION TO BE ENGRAVED ON ROD CLEARLY AS SHOWN, �" MIN HEIGHT.

BILL OF MATERIAL FOR SWITCH ROD 14-136-1 BILL OF MATERIAL FOR SWITCH ROD 14-136-2

14-136-1

14-136-3

SWITCH ROD ASSEMBLY 14-136-4

14-136-4

4

5

3

2

1

ITEM QTY

1

2

1

2

2

DESCRIPTION

1

2

4

5

3

DWG NOPART NO

SCRRA

SWITCH ROD 14-136-4

HUCK COLLAR, �" DIA (LC-2R24B)

BILL OF MATERIAL FOR SWITCH ROD 14-136-4

SWITCH CLIP ASSEMBLY, ADJUSTABLE

CONNECTOR LUG FOR REAR DRIVE ROD

BLUE ROD, PULTRUDED COMPOSITE, 1�" x 2�" x 2’-7" LONG, 2-B ROD

BILL OF MATERIAL FOR SWITCH ROD 14-136-3

-

-

-

-

-

HUCK BOLT, �" DIA (C50LR-BR24-36)

-

-

-

-

-

-

-

HUCK BOLT, �" DIA (C50LR-BR24-36)

BASKET/ROD ASSEMBLY FOR HST WITH ROTARY ASSIST

-

-

-

-

-

-

-

HUCK BOLT, �" DIA (C50LR-BR24-36)

BLUE ROD, PULTRUDED COMPOSITE, 1�" x 2�" x 5’-10" LONG, 14-136-2A

1

2

3

3’-3�"

3’-4�"

3’-5"

ROD # C-C PIN DEMINSION

4 3’-6�"

4�" THROW

DIMENSIONS REQUIRED FOR

NOTE: CENTER TO CENTER PIN

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-73NO 14-136 LB RE

14-1, 14-2, 14-3 AND 14-4

HOLLOW STEEL TIE SWITCH RODS

Page 41: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

5" – �"

6�" – �"

2�

"

OFFSET

�"

1’-10�" – �"

(TYP)

1�" – �"

2’-1�" – �"

90°

(+� "-0")

6� "

RE

F

1�

"

(T

YP)

4�

"–�

"

(T

YP)

1�

"–�

"

11�" – �"

1’-0�" – �"

(T

YP)

4�

"–�

"

(T

YP)

1�

"–�

"

1’-0�" – �"

RE

F

1�

"2’-1�" – �"

1’-10�" – �"

OFFSET

�"1’-0�" – �"

90°

2�

"

5" – �"(TYP)

1�" – �"

�" REF

(+�"-0")

6�"

(TYP)

1�" – �"

2’-2�" – �"

1’-11�" – �"

5" – �"

OFFSET

�"

RE

F

1�

"

90°

(T

YP)

4�

"–�

"

(T

YP)

1�

"–�

"

1’-1�" – �"

(+�"-0")

6�"

2�

"

(+� "-0")

6� "

1’-0�" – �"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

(TYP)

1�" – �"

2’-2�" – �"

1’-11�" – �"

5" – �"

2�

"

1’-1�" – �"

OFFSET

�"

RE

F

1�

"

(+� "-0")

6� "(+�"-0")

6�"

90°

1’-0�" – �"

RE

F

�"

RE

F

�"

RE

F

�"

1’-1�" – �"

(T

YP)

4�

"–�

"

(T

YP)

1�

"–�

"

(TYP)

1�" – �"

2’-3�" – �"

5" – �"

2�

"

1’-2" – �"

OFFSET

�"

(+�"-0")

6�"

(+� "-0")

6� "

90°

RE

F

1�

"

1’-0�" – �"

1’-2�" – �"

(T

YP)

4�

"–�

"

(T

YP)

1�

"–�

"

1’-0�" – �"

1’-2�" – �"

RE

F

1�

"

(+�"-0")

6�"

90°

2�

"

(+� "-0")

6� "

OFFSET

�"(TYP)

1�" – �"

2’-3�" – �"

5" – �" 1’-1�" – �"

2’-0�" – �"

RE

F

�"

RE

F

�"

RE

F

�"

1’-1�" – �" 4 SLOTTED HOLES

(+�" - 0")

1" x 1�"

4 SLOTTED HOLES

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

1"

1"

1"

1"

1"

1"

RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

8"

8"

8"

8"

8"

8"

1’-0�" – �"

4 SLOTTED HOLES

(+�" - 0")

1" x 1�"

4 SLOTTED HOLES

(+�" - 0")

1" x 1�"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:50 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-81.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

BILL OF MATERIALS

ITEM DESCRIPTION

1

2

3

4

BILL OF MATERIALS

ITEM DESCRIPTION

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 5

5

6

7

NOTES:

(T

YP)

REF

SWITCH PLATE P14-136-16LLC

FLAT BAR, ASTM A36, 1" x 8" x 2’-1�"

SWITCH PLATE P14-136-16LRC

REF

SKEW

2

RAIL SEAT

RAIL SEAT

SKEW SKEW

REF

(T

YP)

RAIL SEAT

RAIL SEAT

SWITCH PLATE P14-136-17LLC

FLAT BAR, ASTM A36, 1" x 8" x 2’-2�"

FLAT BAR, ASTM A36, �" x 6" x 1�"

�"

�"

SWITCH PLATE P14-136-17LRC

(T

YP)

REF

RAIL SEAT

SKEW

RAIL SEAT

�"

�"

FLAT BAR, ASTM A36, 1" x 8" x 2’-3�"

FLAT BAR, ASTM A36, �" x 6" x 2�"

(T

YP)

REF

RAIL SEAT

SKEW

RAIL SEAT

�"

�"

SWITCH PLATE P14-136-18LLC

�"

�"

RAIL SEAT

(T

YP)

RAIL SEAT

SKEW

REF

SWITCH PLATE P14-136-18LRC

1 3 4 3 25 6 3 7 2

1 2 3 4 2 5 3 6 2 7 3

(T

YP)

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

& NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER

CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT

3.

2.

1.

14-

13

6-

16

LL

C

14-136-16L

RC

14-136-17L

RC

14-

13

6-1

7L

LC

14-1

36-

18

LL

C

14-136-18L

RC

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

A. CARLOS

NTS

ES2805-81FOR NO 14 136 LB RE LH CONCRETE TIE TURNOUT

(14-16LLC / LRC THROUGH 14-18LLC / LRC)

SWITCH PLATES

Page 42: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

�"

0.188" – 0.015" 0.063" – 0.015"

5" – �"

5" – �"

0.063" – 0.015"0.188" – 0.015"

�"

�" 5" – �"

9�" – �"

�" – �"

�" 5" – �" 10�" – �"

10�" – �"

11" – �"5" – �" �"

11�" – �"

2’-7"– �"

11�" – �"5" – �"

2’-4"– �"

1’-0�" – �"

�" – �"

�"

2’-3�" – �"

2’-0�" – �"

1’-2�" – �"

1’-2�" – �"

2’-4�" – �"

2-1�" – �"

9�" – �"

�" – �"

2’-6�" – �"

2’-3�" – �"

2’-3�" – �"

2’-0�" – �"

2’-5�" – �"

2’-2�" – �"R

EF

1�

"

RE

F

1�

"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

RE

F

1�

"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

RE

F

1�

"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

RE

F

1�

"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

RE

F

1�

"

�"

�"

�"

1"

1"

(TYP)

1�" – �"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

8"

(TYP)

1�" – �"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

8"

(TYP)

1�" – �"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

8"

(TYP)

1�" – �"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

8"

(TYP)

1�" – �"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

8"

(TYP)

1�" – �"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

8"

(+�"-0")

6�"

90°

2�

"

(+� "-0")

6� "

2�

"

(+�"-0")

6�"

90°

2�

"

(+� "-0")

6� "

2�

"

�" – �"

(+�"-0")

6�"

90°

2�

"

(+� "-0")

6� "

2�

"

(+� "-0")

6� "

�" – �"

(+�"-0")

6�"

90°

2�

"

�" – �"

(+�"-0")

6�"

90°

2�

"

2�

"

�" – �"

(+�"-0")

6�"

90°

2�

"

(+� "-0")

6� "

2�

"

(+�"-0")

6�"

90°

(+� "-0")

6� "

RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

1’-2�" – �"

1’-0�" – �"

1’-2�" – �"

1-0�" – �" �" – �" �" – �"

�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:51 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-82.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

BILL OF MATERIALS

ITEM DESCRIPTION

1

2

3

4

BILL OF MATERIALS

ITEM DESCRIPTION

5

6

7

8

FLAT BAR, ASTM A36, 1" x 8" x 2’-3�"

SWITCH PLATE P14-136-19LRC

REF

OFFSET

�"

�"

1

SWITCH PLATE P14-136-19LLC

�"

�"

REF

OFFSET

REF

OFFSET

REF

OFFSET

SWITCH PLATE P14-136-20LC

SWITCH PLATE P14-136-21LC

SWITCH PLATE P14-136-22LC

SWITCH PLATE P14-136-23LC

FLAT BAR, ASTM A36, �" x 8" x 2’-4�"

FLAT BAR, ASTM A36, �" x 8" x 2’-5�"

FLAT BAR, ASTM A36, �" x 8" x 2’-6�"

FLAT BAR, ASTM A36, �" x 8" x 2’-7"

3

1 3

4

4

2

2

5

6 2 8

2 7

RAIL SEAT

SKEW

RAIL SEAT

RAIL SEAT

RAIL SEAT

SKEW

RAIL SEAT

SKEW

RAIL SEAT

SKEW

RAIL SEAT

RAIL SEATRAIL SEATRAIL SEAT

SKEW

RAIL SEAT

RAIL SEAT

SKEW

RAIL SEAT

REF

OFFSET

REF

OFFSET

NOTES:

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 5

FLAT BAR, ASTM A36, �" x 6" x 3"

(T

YP)

(T

YP)

14-1

36-

19

LL

C 14-136-20L

C

14-136-22L

C14-136-23L

C

14-136-21L

C

14-136-19L

RC

4.

3.

2.

1.

TYPE 1 PANDROL SHOULDER UNLESS NOTED OTHERWISE.

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

& NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER

CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-82FOR NO 14 136 LB RE LH CONCRETE TIE TURNOUT

(14-20LC THROUGH 14-23LC)

SWITCH PLATES (14-19LLC / LRC)

Page 43: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

5" – �"

2�

"

(+�-0")

6�"

(+� -0")

6� "

90°

5" – �"

2�

"

(+�-0")

6�"

90°

(+� -0")

6� "

1’-1�" – �"

5" – �" 1’-2�" – �"

2�

"(+� -0")

6� "(+�-0")

6�"

90°

RE

F

1�

"

2’-8" – �"

2’-5" – �"

1’-0�" – �"(TYP)

1�" – �"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

8"

(TYP)

1�" – �"

(TYP)

1�" – �"

RE

F

1�

"

RE

F

1�

"

�"

�"

�"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

8"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

8"

�" �"

�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:51 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-83.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

SWITCH PLATE P14-136-24LC

(T

YP)

SKEW

1

1

2

3

4

BILL OF MATERIALS

ITEM DESCRIPTION

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

(T

YP)

SKEW

SWITCH PLATE P14-136-25LC

SWITCH PLATE P14-136-26LC

(T

YP)

FLAT BAR, ASTM A36, �" x 8" x 2’-8�"

SKEW

2 2 3

2 4

REF

OFFSET

REF

OFFSET

REF

OFFSET

FLAT BAR, ASTM A36, �" x 8" x 2’-8" LONG

FLAT BAR, ASTM A36, �" x 8" x 2’-9�"

NOTES:

RAIL SEAT

RAIL SEAT

RAIL SEAT

RAIL SEAT

RAIL SEAT

RAIL SEAT

14-136-24L

C

14-136-25L

C

14-136-26L

C

4.

3.

2.

1.

TYPE 1 PANDROL SHOULDER UNLESS NOTED OTHERWISE.

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

& NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER

CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-83

FOR NO 14 136 LB RE LH CONCRETE TIE TURNOUT

SWITCH PLATES (14-24LC THROUGH 14-26LC)

Page 44: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

�"

5" – �"

6�" – �"

5" – �"

�"

0.0620" – 0.015"

5" – �"

5" – �"

�"

�"

�"

0.125" – 0.015"

�"

2’-0�" – �"

5" – �"

5" – �"

0.125" – 0.015" 0.125" – 0.015"

2’-1�" – �"

1’-10�" – �"

2’-2�" – �"

2’-0�" – �"

2’-1�" – �" 2’-2�" – �"

1’-11�" – �"

2’-3�" – �"

1’-1�" – �"

1’-1�" – �"

2’-3�" – �"

1’-2�" – �"

1’-1�" – �"

1’-0�" – �"

1’-1�" – �"

1’-1�" – �"

1’-0�" – �"

RE

F

1�

"

RE

F

1�

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HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

RE

F

1�

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RE

F

1�

"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

RE

F

1�

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4 SLOTTED

(+�" - 0")

1" x 1�"

RE

F

1�

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4 SLOTTED

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(TYP)

1�" – �"

(T

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1�

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(T

YP)

4�

"–�

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8"

(T

YP)

1�

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(T

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(TYP)

1�" – �"

(T

YP)

1�

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(T

YP)

4�

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8"

(TYP)

1�" – �"

(T

YP)

1�

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(T

YP)

4�

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8"

(TYP)

1�" – �"

(T

YP)

1�

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(T

YP)

4�

"–�

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8"

(TYP)

1�" – �"

(T

YP)

1�

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(T

YP)

4�

"–�

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8"

2�

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90°

2�

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90°

2�

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(+�"-0")

6�"

90°

(+� "-0")

6� "

2�

"

90°

2�

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(+�"-0")

6�"

90°

1"

1"

1"

1"

1"

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RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

0.188" – 0.015"

RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

0.188" – 0.015"

RE

F

�"

RE

F

�"

0.125" – 0.015"

RE

F

�"

1’-2�" – �"

1’-2" – �"

1’-0�" – �"

1’-0�" – �"

(+� "-0")

6� "

(+� "-0")

6� "

(+� "-0")

6� "

(+� "-0")

6� "

11�" – �"

(TYP)

1�" – �"

1’-0� – �"

1’-11�" – �"

1’-10�" – �"

1’-0�" – �"

1’-0�" – �

(+� "-0")

6� "

1’-0�" – �"

RE

F

�"

1"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:52 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-84.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

SWITCH PLATE P14-136-16RRC

SWITCH PLATE P14-136-16RLC

�"

�"

SWITCH PLATE P14-136-17RRC

�"

�"

SWITCH PLATE P14-136-17RLC

�"

�"

�"

�"

SWITCH PLATE P14-136-18RLC

BILL OF MATERIALS

ITEM DESCRIPTION

1

2

3

4

BILL OF MATERIALS

ITEM DESCRIPTION

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 5

FLAT BAR, ASTM A36, �" x 6" x 1�"

5

6

FLAT BAR, ASTM A36, �" x 6" x 2�"

7

FLAT BAR, ASTM A36, 1" x 8" x 2’-1�"

FLAT BAR, ASTM A36, 1" x 8" x 2’-2�"

FLAT BAR, ASTM A36, 1" x 8" x 2’-3�"

REF

OFFSET

REF

OFFSET

REF

OFFSET

REF

OFFSET

REF

OFFSET

REF

OFFSET

SKEW

RAIL SEAT

SKEW

RAIL SEAT

SKEW

RAIL SEAT

SKEWRAIL SEAT

SKEW

RAIL SEAT

SKEW

1 23

6 2 3

4

6 3 42

7 3 52

7 2 53

SWITCH PLATE P14-136-18RRC

NOTES:

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

& NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER

CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT

3.

2.

1.

(T

YP)

RAIL SEATRAIL SEAT

RAIL SEATRAIL SEAT

(T

YP)

(T

YP)

(T

YP)

(T

YP)

(T

YP)

RAIL SEAT

14-136-16

RL

C

14-136-

16

RR

C

14-136-17

RR

C

14-136-18

RR

C

14-136-18

RL

C

14-136-17

RL

C

21 3

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-84FOR NO 14 136 LB RE RH CONCRETE TIE TURNOUT

(14-16RLC / RRC THROUGH 14-18RLC / RRC)

SWITCH PLATES

Page 45: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

0.063"– 0.015"0.188" – 0.015"

5" – �"

�"

5" – �"

�"

�"

9�" – �"5" – �"

�"

11" – �"

5" – �"

�"

11�" – �"

�"11�" – �"10�" – �"

5" – �"

2’-3�" – �"

2’-0�" – �"

9�" – �"

2’-4�" – �" 2’-6�" – �"

2’-3�" – �"

2’-7" – �"

2’-4" – �"

�" – �" �" – �"

2’-5�" – �"

2’-2�" – �"

10�" – �"5" – �"

2’-3�" – �"

2’-0�" – �"

1"

1"

�"

�"

�"

�"

(TYP)

1�" – �"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

8"

(TYP)

1�" – �"

(T

YP)

1�

"–�

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(T

YP)

4�

"–�

"

8"

RE

F

1�

"

RE

F

1�

"

RE

F

1�

"

RE

F

1�

"

RE

F

1�

"

RE

F

1�

"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

8"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

8"

(T

YP)

1�

"–�

"

(TYP)

1�" – �"

(T

YP)

4�

"–�

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8"

(T

YP)

1�

"–�

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(TYP)

1�" – �"

(T

YP)

4�

"–�

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8"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

(TYP)

1�" – �"

(TYP)

1�" – �"

�" – �" �" – �"

2�

"

(+�"-0")

6�"

90°

2�

"

(+�"-0")

6�"

90°

2�

"

(+�"-0")

6�"

90°

2�

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2�

"

(+�"-0")

6�"

90°

2�

"

�" – �" �" – �"

�" – �" �" – �"

RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

RE

F

�"

2�

"

2�

"

2�

"

(+�"-0")

6�"

90°

2�

"

(+�"-0")

6�"

90°

1’-2�" – �"

1’-2�" – �"

1’-0�" – �"

2’-1�" – �"

1’-2�" – �"

1’-2�" – �"

1’-0�" – �"

1’-0�" – �"

(+� "-0")

6� "

(+� "-0")

6� "

(+� "-0")

6� "

(+� "-0")

6� "

(+� "-0")

6� "

(+� "-0")

6� "

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:53 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-85.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

�"

�"

1 3 4

SWITCH PLATE P14-136-19RRC

FLAT BAR, ASTM A36, 1" x 8" x 2’-3�"

SWITCH PLATE P14-136-19RLC

REF

OFFSET

�"

�"

5

SWITCH PLATE P14-136-20RC

6

SWITCH PLATE P14-136-21RC

7

SWITCH PLATE P14-136-22RC

8

SWITCH PLATE P14-136-23RC

BILL OF MATERIALS

ITEM DESCRIPTION

1

2

3

4

BILL OF MATERIALS

ITEM DESCRIPTION

5

6

7

8 FLAT BAR, ASTM A36, �" x 8" x 2’-7"

FLAT BAR, ASTM A36, �" x 8" x 2’-5�"

FLAT BAR, ASTM A36, �" x 8" x 2’-4�"

FLAT BAR, ASTM A36, �" x 8" x 2’-6�"

REF

OFFSET

REF

OFFSET

RAIL SEAT

SKEW

2 21 3 4

REF

OFFSET

RAIL SEAT

SKEW

RAIL SEAT

SKEW

RAIL SEAT

SKEW

2 2

REF

OFFSET

REF

OFFSET

SKEW SKEW

RAIL SEAT RAIL SEAT

NOTES:

RAIL SEAT

RAIL SEAT

RAIL SEAT

RAIL SEAT

(T

YP)

(T

YP)

RAIL SEAT

RAIL SEAT

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 5

FLAT BAR, ASTM A36, �" x 6" x 3"

14-136-19

RL

C 14-

13

6-2

0R

C

14-1

36-

22

RC

14-136-

23

RC

14-136-21

RC

14-

136-19

RR

C

4.

3.

2.

1.

TYPE 1 PANDROL SHOULDER UNLESS NOTED OTHERWISE.

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

& NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER

CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-85FOR NO 14 136 LB RE RH CONCRETE TIE TURNOUT

(14-20RC THROUGH 14-23RC)

SWITCH PLATES (14-19RLC / RRC)

Page 46: SCRRA NO 14 TURNOUT BILL OF MATERIALS & DRAWING …concrete tie set, 0-83 + (3) 1:80 ties, plate pads, pim inserts, rh washer flat ⁄" type a narrow ‘" x 1…" x 0.134" notes: 8

5" – �"

�" �"

5" – �"

5" – �"

�"

2’-8" – �"

2’-5" – �"

2’-8�" – �"

2’-5�" – �"

2’-9�" – �"

2’-6�" – �"

RE

F

1�

"

RE

F

1�

"

RE

F

1�

"

(TYP)

1�" – �"

(T

YP)

1�

"–�

"

(T

YP)

4�

"–�

"

8"

2�

"

(+�"-0")

6�"

90°

(T

YP)

1�

"–�

"

(TYP)

1�" – �"

(T

YP)

4�

"–�

"

8"

(T

YP)

1�

"–�

"

(TYP)

1�" – �"

(T

YP)

4�

"–�

"

8"

2�

"

(+�"-0")

6�"

90°

2�

"90°

(+�"-0")

6�"

�"

�"

�"

1’-1" – �"

1’-0�" – �"

1’-1�" – �"

1’-1�" – �"

1’-2�" – �"

1’-2�" – �"

(+� "-0")

6� "

(+� "-0")

6� "

(+� "-0")

6� "

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

HOLES

4 SLOTTED

(+�" - 0")

1" x 1�"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.

USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED

THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 3:53:53 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-86.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

1

SWITCH PLATE P14-136-24RC SWITCH PLATE P14-136-25RC

SWITCH PLATE P14-136-26RC

1

2

3

4

BILL OF MATERIALS

ITEM DESCRIPTION

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

FLAT BAR, ASTM A36, �" x 8" x 2’-8"

FLAT BAR, ASTM A36, �" x 8" x 2’-8�"

FLAT BAR, ASTM A36, �" x 8" x 2’-9�"

RAIL SEAT

REF

OFFSET

REF

OFFSET

REF

OFFSET

RAIL SEAT

RAIL SEAT

SKEW

SKEWSKEW

2 2 3

2 4

NOTES:

(T

YP)

(T

YP)

(T

YP)

RAIL SEAT

RAIL SEATRAIL SEAT

14-1

36-2

4R

C

14-

13

6-2

5R

C

14-136-26

RC

4.

3.

2.

1.

TYPE 1 PANDROL SHOULDER UNLESS NOTED OTHERWISE.

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

& NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER

CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT

- 1 OF 1

2805

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2805-86

FOR NO 14 136 LB RE RH CONCRETE TIE TURNOUT

SWITCH PLATES (14-24RC THROUGH 14-26RC)