SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

36
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: 2:45:24 PM 10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2800-08.dgn ASSISTANT DIRECTOR: STANDARDS & DESIGN ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012 SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY NOTES: 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. TURNOUT LAYOUT BILL OF MATERIALS FROG FROG PACK GUARD RAIL TURNOUT INSULATED RAIL ASSEMBLY INSULATED RAIL ASSEMBLY RAIL RAIL RAIL RAIL TIE SCREWS TIMBER TIE PLATE PANDROL E-CLIP PANDROL E2055 PANDROL JOINT CLIP E2063 56 TOTAL 2 8 5 5 4 6 6 8 12 PIECES 8"x12" 7"x9" 7"x9" 7"x9" 7"x9" 7"x9" 7"x9" 7"x9" 7"x9" SIZE 14’-0" 16’-0" 15’-0" 14’-0" 13’-0" 12’-0" 11’-0" 10’-0" 9’-0" LENGTH 3641.75 TOTAL 224.00 672.00 393.75 367.50 273.00 378.00 346.50 420.00 567.00 BOARD FEET BILL OF SWITCH TIES HAND FROG NUMBER NO 8 DRAWING NO DRAWING NO DRAWING NO DRAWING NO DRAWING NO LENGTH LENGTH LENGTH LENGTH LENGTH LENGTH 2361 2362 2454 2355 QUANTITY LISTED QUANTITY LISTED QUANTITY LISTED QUANTITY LISTED BILL OF MATERIALS & DRAWING NUMBERS SCRRA NO 8 TURNOUT LH 2801-01 2801-11 2801-30 2801-31 2801-33 22’-0" 21’-2" 56’-0" 20’-11" 737 102 300 8 RH 2801-02 2801-12 2801-30 2801-32 2801-33 22’-0" 21’-2" 56’-0 " 20’-11" 737 102 300 8 35’-0" 35’-0" 2@39’-0" 2@39’-0" ENTIRE TURNOUT TO BE FULLY FLOOR ASSEMBLED. RAIL TEMPERATURE. UPON COMPLETION OF TURNOUT INSTALLATION, RUNNING RAIL MUST BE ADJUSTED TO SCRRA NEUTRAL MANUFACTURER SHALL BEVEL RAIL ENDS PER CURRENT AREMA PLAN NO 1005. INTO WOOD (NOT DRIVEN). SHALL BE 1" DIAMETER. PILOT HOLES IN TIES SHALL BE " DIAMETER. SCREW SPIKES SHALL BE SCREWED SCREW SPIKES SHALL CONFORM TO SCRRA STANDARD ES2355. PLATE HOLES TIE PLATES SHALL CONFORM TO SCRRA STANDARD ES2454. THAT CHANGE DETAILS OF THESE STANDARDS MUST CLEARLY SPECIFY SUCH PROPOSED CHANGES. ENGINEERING AND CONSTRUCTION FOR APPROVAL PRIOR TO FABRICATION OF TURNOUT. SHOP DRAWINGS MANUFACTURER SHALL SUBMIT TWO COPIES OF SHOP DRAWINGS TO THE SCRRA DIRECTOR OF OTHERWISE SPECIFIED. GAUGE PLATES WILL BE FURNISHED INSULATED. SWITCH RODS WILL BE FURNISHED INSULATED UNLESS WHERE REQUIRED, ALL IDENTIFICATION SYMBOLS TO BE PLAINLY STAMPED. AREMA "TRACKWORK PLANS AND SPECIFICATIONS" UNLESS OTHERWISE SPECIFIED. MATERIALS AND WORKMANSHIP, ALSO ANY CONSTRUCTION DETAILS NOT SHOWN, SHALL BE PER CURRENT REQUIREMENTS OF THE SCRRA DIRECTOR OF ENGINEERING AND CONSTRUCTION. ALL MATERIALS REQUIRED FOR HAND OR MACHINE OPERATED SWITCH OPERATION WILL BE FURNISHED PER ALL INSULATED JOINTS ARE TO BE ADHESIVE BONDED INSULATED JOINTS UNLESS OTHERWISE SPECIFIED. DISTANCE OF 4" FROM EDGE OF NEAREST TIE PLATE. SUSPENDED INSULATED JOINTS MUST BE LOCATED IN A CRIB AREA BETWEEN TIES, A MINIMUM SUSPENDED JOINT, PROVIDED THE STAGGER OF THE INSULATED JOINTS DOES NOT EXCEED 4’-6". TO RELOCATE THE INSULATED JOINT IN THE FIELD UP TO 12" SO AS TO PROVIDE A SUITABLE LOCATIONS OF INSULATED JOINTS ARE AS SHOWN ON ES2801-01 & ES2801-02. IT WILL BE SATISFACTORY ENTIRE TURNOUT TO BE FABRICATED FROM 136 LB HEAD HARDENED RAIL. - 1 OF 1 2800 XX XX REVISION XX-XX-XX X HDR NO 8 TURNOUT NTS ES2800-08

Transcript of SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

Page 1: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

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: 2:45:24 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2800-08.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

TURNOUT LAYOUT

BILL OF MATERIALS

FROG

FROG PACK

GUARD RAIL TURNOUT

INSULATED RAIL ASSEMBLY

INSULATED RAIL ASSEMBLY

RAIL

RAIL

RAIL

RAIL

TIE SCREWS TIMBER

TIE PLATE PANDROL

E-CLIP PANDROL E2055

PANDROL JOINT CLIP E2063

56

TOTAL

2

8

5

5

4

6

6

8

12

PIECES

8"x12"

7"x9"

7"x9"

7"x9"

7"x9"

7"x9"

7"x9"

7"x9"

7"x9"

SIZE

14’-0"

16’-0"

15’-0"

14’-0"

13’-0"

12’-0"

11’-0"

10’-0"

9’-0"

LENGTH

3641.75

TOTAL

224.00

672.00

393.75

367.50

273.00

378.00

346.50

420.00

567.00

BOARD FEET

BILL OF SWITCH TIES

HAND

FROG NUMBER NO 8

DRAWING NO

DRAWING NO

DRAWING NO

DRAWING NO

DRAWING NO

LENGTH

LENGTH

LENGTH

LENGTH

LENGTH

LENGTH

2361

2362

2454

2355 QUANTITY LISTED

QUANTITY LISTED

QUANTITY LISTED

QUANTITY LISTED

BILL OF MATERIALS & DRAWING NUMBERS

SCRRA NO 8 TURNOUT

LH

2801-01

2801-11

2801-30

2801-31

2801-33

22’-0"

21’-2�"

56’-0"

20’-11�"

737

102

300

8

RH

2801-02

2801-12

2801-30

2801-32

2801-33

22’-0"

21’-2�"

56’-0"

20’-11�"

737

102

300

8

35’-0" 35’-0"

2@39’-0" 2@39’-0"

ENTIRE TURNOUT TO BE FULLY FLOOR ASSEMBLED.

RAIL TEMPERATURE.

UPON COMPLETION OF TURNOUT INSTALLATION, RUNNING RAIL MUST BE ADJUSTED TO SCRRA NEUTRAL

MANUFACTURER SHALL BEVEL RAIL ENDS PER CURRENT AREMA PLAN NO 1005.

INTO WOOD (NOT DRIVEN).

SHALL BE 1" DIAMETER. PILOT HOLES IN TIES SHALL BE �" DIAMETER. SCREW SPIKES SHALL BE SCREWED

SCREW SPIKES SHALL CONFORM TO SCRRA STANDARD ES2355. PLATE HOLES

TIE PLATES SHALL CONFORM TO SCRRA STANDARD ES2454.

THAT CHANGE DETAILS OF THESE STANDARDS MUST CLEARLY SPECIFY SUCH PROPOSED CHANGES.

ENGINEERING AND CONSTRUCTION FOR APPROVAL PRIOR TO FABRICATION OF TURNOUT. SHOP DRAWINGS

MANUFACTURER SHALL SUBMIT TWO COPIES OF SHOP DRAWINGS TO THE SCRRA DIRECTOR OF

OTHERWISE SPECIFIED.

GAUGE PLATES WILL BE FURNISHED INSULATED. SWITCH RODS WILL BE FURNISHED INSULATED UNLESS

WHERE REQUIRED, ALL IDENTIFICATION SYMBOLS TO BE PLAINLY STAMPED.

AREMA "TRACKWORK PLANS AND SPECIFICATIONS" UNLESS OTHERWISE SPECIFIED.

MATERIALS AND WORKMANSHIP, ALSO ANY CONSTRUCTION DETAILS NOT SHOWN, SHALL BE PER CURRENT

REQUIREMENTS OF THE SCRRA DIRECTOR OF ENGINEERING AND CONSTRUCTION.

ALL MATERIALS REQUIRED FOR HAND OR MACHINE OPERATED SWITCH OPERATION WILL BE FURNISHED PER

ALL INSULATED JOINTS ARE TO BE ADHESIVE BONDED INSULATED JOINTS UNLESS OTHERWISE SPECIFIED.

DISTANCE OF 4" FROM EDGE OF NEAREST TIE PLATE.

SUSPENDED INSULATED JOINTS MUST BE LOCATED IN A CRIB AREA BETWEEN TIES, A MINIMUM

SUSPENDED JOINT, PROVIDED THE STAGGER OF THE INSULATED JOINTS DOES NOT EXCEED 4’-6".

TO RELOCATE THE INSULATED JOINT IN THE FIELD UP TO 12" SO AS TO PROVIDE A SUITABLE

LOCATIONS OF INSULATED JOINTS ARE AS SHOWN ON ES2801-01 & ES2801-02. IT WILL BE SATISFACTORY

ENTIRE TURNOUT TO BE FABRICATED FROM 136 LB HEAD HARDENED RAIL.

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

HDR

NO 8 TURNOUT

NTS

ES2800-08

Page 2: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

13’-0" GUARD

4 SPACES @

3’-4"

4’-

8�

"

7’-2�"

16’-6" SWITCH

4"

3’-

4�

"

11�

"

6�

"

6’-4�"

5’-1"

1’-

6�

"

LEAD 68’-0"

3 @ 1’-9"1’-8�"

2@

1’-2"

1’-10"

1’-8"

10 @ 1’-8" = 16’-8"

1’-6�"

13 @ 1’-8" = 21’-8" 12 @ 1’-7�" = 19’-6"

6’-11�"

11’-0" HEEL LENGTH7’-0" TOE

18’-0" OVERALL LENGTH

14’-0"

4’-

8�

"

3�

"9" 2’-9"

30’-0 " PS TO PI

2’-

4"

1’-

7�

"

10"10" 1’-6"1’-6�"

2’-

0"

8 @ 1’-8" = 11’-8"

1’-2"

CENTRAL ANGLE OF TURNOUT = 5°24 ’46"

13’-0" GUARD

7� " TANGENT

4�" C OF TIE

�" PF

E-

37

06

E-

37

06

E-

37

07

E-

37

08

E-

37

06

E-

37

06

E-

37

07

E-

37

08

21’-2�"

22’-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: 2:45:24 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-01.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

43’-0" STOCK RAIL

40’-0" POINT

40’-0" POINT

42’-0" STOCK RAIL

12 TIES AT 9’-0" 8 TIES AT 10’-0" 6 TIES AT 11’-0" 6 TIES AT 12’-0" 4 TIES AT 13’-0" 5 TIES AT 14’-0" 5 TIES AT 15’-0"

35’-0"

39’-0"

35’-0"

39’-0"11’-8"

10’-4"

20’-11�"

16’-5�"

56’-0"

LENGTH

=3’-5"

S-

4P

GP-

1-

L

GP-

2-

L

S-

5P

S-

8P

S-

8P

S-

5P

S-

8P

S-

9P

S-

9P

5P-

LH

P-

10-

L

P-

11-

L

P-

12-

L

P-

13-

L

P-

14-

L

P-

15-

L

P-

16-

L

P-

17-

L

P-

18-

L

P-

19-

L

P-

P

P-

P

S-

4P

P-

P

S-

5P

S-

8P

S-

8P

S-

5P

S-

8P

S-

7P

S-

9P

S-

9P

5P-

LH

P-

10-

L

P-

11-

L

P-

12-

L

P-

13-

L

P-

14-

L

P-

15-

L

P-

16-

L

P-

17-

L

P-

18-

L

P-

19-

L

ALIGNMENT - TANGENT

S-

7P

SWITCH ANGLE

TANGENT

L

FG-

3P

FG-

2P

FG-

1P

16’-

6"

26’-

6"

36’-

6"

46’-

6"

56’-

6"

= 5’-3"1’-8" = 6’-8"

PTP

C

RO

D

#1, S

MJ

TY

PE

L

�" P

F

21’-2�" CURVED CLOSURE LENGTH:

20’-11�" STRAIGHT CLOSURE LENGTH:

11°46’44" DEGREE OF CURVE:

487.28’ CENTER LINE RADIUS:

CLOSURE AREA

68’-0"ACTUAL LEAD:

4�" THROW AT ROD NO 1:

1°44’11" SWITCH ANGLE:

6�" HEEL SPREAD:

40’-0" LENGTH OF POINTS:

SWITCH

18’-0" TOTAL LENGTH:

11’-0" HEEL LENGTH:

7’-0" TOE LENGTH:

FROG

TURNOUT DATA:

RO

D

#2,

SM

J

TY

PE

8 TIES AT 16’-0"

4’-9"

DAPPING DETAIL - HEADBLOCK TIES

C RADIUS OF TURNOUT = 487.28’

PS

�" P

F

PS

2 DAP TIES

AT 14’-0"

5.

4.

3.

2.

1.

= WELDED JOINT

= INSULATED JOINT

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.

WEB, CLEAR OF JOINT AREA.

ALL RAILS SHALL HAVE IDENTIFICATION COLOR CODE PAINTED ON

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-01WOOD TIES, SWITCH STAND ON EITHER SIDE

NO 8-136 LB RE LH RBM FROG TURNOUT

TURNOUT LAYOUT

Page 3: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

LEAD 68’-0"

11’-0" HEEL LENGTH7’-0" TOE

13’-0" GUARD

6’-11�"

5’-1"

6’-4� "

7’-2�"

4’-

8�

"

6�

"

11�

"

16’-6" SWITCH

4 SPACES @

3’-4"

4"

1’-2"

2’-

0"

1’-10" 1’-8�"

2@

3 @ 1’-9" 1’-8" 10 @ 1’-8" = 16’-8" 13 @ 1’-8" = 21’-8" 12 @ 1’-7�" = 19’-6" 8 @ 1’-8" = 11’-8"

1’-

6�

"

2’-

4"

�" PF

18’-0" OVERALL LENGTH

22’-0"

21’-2�"

7� " TANGENT1’-

7�

"

10"10" 1’-6�"

4�" C OF TIE

14’-0"

4’-

8�

"

3�

"

9" 2’-9"

13’-0" GUARD

3’-

4�

"

C RADIUS OF TURNOUT = 487.28’

1’-6"1’-6�"

30’-0" PS TO PI

�" PF

E-

37

06

E-

37

06

E-

37

06

E-

37

07

E-

37

08

E-

37

08

E-

37

07

E-

37

06

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: 2:45:25 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-02.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

5.

4.

3.

2.

1.

35’-0"

39’-0"

39’-0"

40’-0" POINT

40’-0" POINT

43’-0" STOCK RAIL

20’-11�"

16’-5� "

11’-8"

10’-4"

42’-0" STOCK RAIL

LENGTH

TANGENT

56’-0"

2 DAP TIES

AT 14’-0"12 TIES AT 9’-0" 8 TIES AT 10’-0" 6 TIES AT 11’-0" 6 TIES AT 12’-0" 4 TIES AT 13’-0" 5 TIES AT 14’-0" 5 TIES AT 15’-0" 8 TIES AT 16’-0"

ALIGNMENT - TANGENT

SWITCH ANGLE CENTRAL ANGLE OF TURNOUT = 5°24 ’46"

L

FG-

1P

FG-

2P

FG-

3P

L

P-

19-

R

P-

18-

R

P-

17-

R

P-

16-

R

P-

15-

R

P-

14-

R

P-

13-

R

P-

12-

R

P-

11-

R

P-

10-

R

5P-

RH

S-

9P

S-

9P

S-

7P

S-

8P

S-

5P

S-

8P

S-

8P

S-

5P

GP-

2-

R

GP-

1-

R

S-

4P

S-

4P

P-

P S-

5P

S-

8P

S-

8P

S-

5P

S-

8P

S-

7P

S-

9P

S-

9P

5P-

RH

P-

10-

R

P-

11-

R

P-

12-

R

P-

13-

R

P-

14-

R

P-

15-

R

P-

16-

R

P-

17-

R

P-

18-

R

P-

19-

R

=3’-5"

P-

P

P-

P

1’-8" = 6’-8" = 5’-3"

16’-

6"

2

6’-

6"

3

6’-

6"

4

6’-

6"

5

6’-

6"

PC

PT

�" P

F

21’-2�" CURVED CLOSURE LENGTH:

20’-11�" STRAIGHT CLOSURE LENGTH:

11°46’44" DEGREE OF CURVE:

487.28’ CENTER LINE RADIUS:

CLOSURE AREA

68’-0"ACTUAL LEAD:

4�" THROW AT ROD NO 1:

1°44’11" SWITCH ANGLE:

6�" HEEL SPREAD:

40’-0" LENGTH OF POINTS:

SWITCH

18’-0" TOTAL LENGTH:

11’-0" HEEL LENGTH:

7’-0" TOE LENGTH:

FROG

TURNOUT DATA:

PS

PS

RO

D

#1, S

MJ

TY

PE

SM

J

TY

PE

RO

D

#2,

4’-9"

DAPPING DETAIL - HEADBLOCK TIES = WELDED JOINT

= INSULATED JOINT

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.

WEB, CLEAR OF JOINT AREA.

ALL RAILS SHALL HAVE IDENTIFICATION COLOR CODE PAINTED ON

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-02WOOD TIES, SWITCH STAND ON EITHER SIDE

NO 8 - 136 LB RE RH RBM FROG TURNOUT

TURNOUT LAYOUT

Page 4: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

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: 2:45:25 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-11.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

2

3

5

6

7

8

9

10

4

11

12

14

15

16

17

18

19

13

23

24

25

26

27

28

22

21

20

30

29

1 1

1

1

1

3

4

2

6

4

1

1

1

1

2

2

2

2

2

2

2

2

2

2

2

2

12

12

4

2

2

SERRATED WASHER FOR BETHELEM BRACE

31

32

33

34

35

36

37

38

39

40

41

42

44

45

46

47

48

49

43

53

54

55

52

51

50

1

1

1

1

2

1

1

2

1

1

1

12

8

6

6

4

5

5

8

2

1

102

300

8

737

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

TIE PLATE, ROLLED PANDROL, 6" BASE, CANTED

TIE, HARDWOOD, TREATED, 7" x 9" x 9’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 10’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 11’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 12’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 13’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 16’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 15’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 14’-0"

CLIP PANDROL E2055

CLIP PANDROL MODIFIED E2063

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

ES2801-23

ES2801-24

ES2801-31

ES2801-34

ES2801-35

ES2801-36

ES2801-25

ES2801-25

ES2801-60

ES2801-60

ES2801-60

ES2801-63

ES2801-63

ES2801-63

ES2801-63

ES2801-65

ES2801-65

ES2801-65

ES2801-67

ES2801-67

ES2801-67

ES2801-61

ES2800-81

ES2800-82

ES2801-33

ES2362

ES2801-69

ES2801-69

ES2801-69

ES2801-69

ES2801-69

SWITCH STAND ASSEMBLY NO 36E WITH ROD, TARGET & BALL HANDLE

SAMSON POINT, 40’-0" LONG, UR MANG TIP, STRAIGHT, LH

SAMSON POINT, 40’-0" LONG, UR MANG TIP, CURVED, RH

SAMSON STOCK RAIL, 43’-0" LONG, CURVED, LH

SAMSON STOCK RAIL, 42’-0" LONG, STRAIGHT, RH

INSULATED GAUGE PLATE ASSEMBLY P-P

INSULATED GAUGE PLATE ASSEMBLY GP-1

INSULATED GAUGE PLATE ASSEMBLY GP-2

SWITCH PLATE (S-4P)

SWITCH PLATE (S-9P)

SWITCH PLATE (S-8P)

SWITCH PLATE (S-7P)

SWITCH PLATE (S-5P)

HEEL PLATE NO P6-LH

INSULATED RAIL ASSEMBLY, 22’-0", C/W BONDED INSULATED JOINT

INSULATED RAIL ASSEMBLY, 21’-2�", C/W BONDED INSULATED JOINT

FROG PACK, NO 8 - 136 LB RE RBM, LH

RAIL GUARD ASSEMBLY BOLTLESS, 13’-0" LG, 136 LB RE RAISED 1"

SWITCH ROD ASSEMBLY VERT INSULATION NO 1

SWITCH ROD ASSEMBLY VERT INSULATION NO 2

SWITCH PLATE (P-10-L)

SWITCH PLATE (P-11-L)

SWITCH PLATE (P-12-L)

SWITCH PLATE (P-13-L)

SWITCH PLATE (P-19-L)

SWITCH PLATE (P-18-L)

SWITCH PLATE (P-17-L)

SWITCH PLATE (P-15-L)

SWITCH PLATE (P-16-L)

SWITCH PLATE (P-14-L)

RAIL BRACE BOLTLESS 132/136 LB RE BETHELEM 2 SUREFIT

RAIL CLIP (E3706) HOLD DOWN CLAMP

RAIL CLIP (E3707) HOLD DOWN CLAMP

RAIL CLIP (E3708) HOLD DOWN CLAMP

DRILLED RAIL, 136 LB RE, 20’-11�" LONG

DRILLED RAIL, 136 LB RE, 35’-0" LONG

DRILLED RAIL, 136 LB RE, 39’-0" LONG

DRILLED RAIL, 136 LB RE, 56’-0" LONG

INSULATED FROG GAUGE PLATE (FG-1P)

INSULATED FROG GAUGE PLATE (FG-2P)

INSULATED FROG GAUGE PLATE (FG-3P)

�" DIAMETER SCREW SPIKE

TIE, HARDWOOD, TREATED, 8" x 12" x 14’-0"

ES2454

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-11BILL OF MATERIALS

WOOD TIES, SWITCH STAND ON EITHER SIDE

NO 8 - 136 LB RE LH RBM FROG TURNOUT

TURNOUT LAYOUT

Page 5: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

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: 2:45:26 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-12.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

3

4

2

6

4

1

1

1

1

2

2

2

2

2

2

2

2

2

2

2

2

12

12

4

2

2

SERRATED WASHER FOR BETHELEM BRACE

2

1

1

2

1

1

1

12

8

6

6

4

5

5

8

2

102

300

8

737

TIE PLATE, ROLLED PANDROL, 6" BASE, CANTED

1

1

1

1

1

1

1

1

2

3

5

6

7

8

9

10

4

11

12

14

15

16

17

18

19

13

23

24

25

26

27

28

22

21

20

30

29

1 31

32

33

34

35

36

37

38

39

40

41

42

44

45

46

47

48

49

43

53

54

52

51

50

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

TIE, HARDWOOD, TREATED, 7" x 9" x 9’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 10’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 11’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 12’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 13’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 14’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 15’-0"

TIE, HARDWOOD, TREATED, 7" x 9" x 16’-0"

CLIP PANDROL E2055

CLIP PANDROL MODIFIED E2063

55 1

RAIL CLIP E3706 HOLD DOWN CLAMP

RAIL CLIP E3707 HOLD DOWN CLAMP

RAIL CLIP E3708 HOLD DOWN CLAMP

ES2801-21

ES2801-22

ES2801-32

ES2801-34

ES2801-35

ES2801-36

ES2801-60

ES2801-69

ES2801-64

ES2801-64

ES2801-64

ES2801-64

ES2801-66

ES2801-66

ES2801-66

ES2801-68

ES2801-68

ES2801-68

ES2801-62

ES2800-81

ES2800-82

ES2801-33

ES2362

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

ES2801-25

ES2801-25

ES2801-60

ES2801-69

ES2801-69

ES2801-69

ES2801-69

ES2801-60

SWITCH STAND ASSEMBLY NO 36E WITH ROD, TARGET & BALL HANDLEHEEL PLATE NO P5-RH

SAMSON POINT, 40’-0" LONG, UR MANG TIP, CURVED, LH

SAMSON POINT, 40’-0" LONG, UR MANG TIP, STRAIGHT, RH

SAMSON STOCK RAIL, 42’-0" LONG, STRAIGHT, LH

SAMSON STOCK RAIL, 43’-0" LONG, CURVED, RH

INSULATED GAUGE PLATE ASSEMBLY P-P

SWITCH PLATE (S-5P)

SWITCH PLATE (S-7P)

SWITCH PLATE (S-8P)

SWITCH PLATE (S-9P)

INSULATED GAUGE PLATE ASSEMBLY GP-1

INSULATED GAUGE PLATE ASSEMBLY GP-2

SWITCH PLATE (S-4P)

SWITCH ROD ASSEMBLY VERT INSULATION NO 1

SWITCH ROD ASSEMBLY VERT INSULATION NO 2

SWITCH PLATE (P-10-R)

SWITCH PLATE (P-11-R)

SWITCH PLATE (P-12-R)

SWITCH PLATE (P-13-R)

SWITCH PLATE (P-14-R)

SWITCH PLATE (P-15-R)

SWITCH PLATE (P-16-R)

SWITCH PLATE (P-17-R)

SWITCH PLATE (P-18-R)

SWITCH PLATE (P-19-R)

RAIL BRACE BOLTLESS 132/136 LB RE BETHELEM NO 2 SUREFIT

INSULATED RAIL ASSEMBLY, 21’-2�", C/W BONDED INSULATED JOINT

INSULATED RAIL ASSEMBLY, 22’-0", C/W BONDED INSULATED JOINT

DRILLED RAIL, 136 LB RE, 20’-11�" LONG

DRILLED RAIL, 136 LB RE, 35’-0" LONG

DRILLED RAIL, 136 LB RE, 39’-0" LONG

DRILLED RAIL, 136 LB RE, 56’-0" LONG

FROG PACK, NO 8 - 136 LB RE RBM, RH

GUARD RAIL ASSEMBLY BOLTLESS, 13’-0" LG, 136 LB RE RAISED 1"

INSULATED FROG GAUGE PLATE (FG-1P)

INSULATED FROG GAUGE PLATE (FG-2P)

INSULATED FROG GAUGE PLATE (FG-3P)

�" DIAMETER SCREW SPIKE

TIE, HARDWOOD, TREATED, 8" x 12" x 14’-0"

ES2454

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-12BILL OF MATERIALS

WOOD TIES, SWITCH STAND ON EITHER SIDE

NO 8 - 136 LB RE RH RBM FROG TURNOUT

TURNOUT LAYOUT

Page 6: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

25’-9" REF

�"

40’-0" REF (OVERALL LENGTH)

3’-9" – �"10’-6" – �"

17’-1�"

16’-6" TO HEEL BLOCK

11’-6" TO STOP

7’-2�" TO BEND

40’-0" REF OVERALL LENGTH

6�

"

RE

F

1.3

20"

RE

F

OPEN HOLES

OPEN HOLES

BEND TO STRAIGHTEN GAUGE LINE

PC

MIDDLE ORIDINATE = 1�" IN 22’-10�"

R=489’-6�"

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: 2:45:26 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-21.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

2

3

5

6

7

8

9

4

1

1

1

2

2

2

10

11

12

13

14

15

16

17

2

4

9

9

2

4

2

41

1

1

1

NOTES:

2.

1.

BEVEL ALL BOLT HOLES.

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

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

POINT STOP 3�" HIGH

SPRING WASHER, �" DIA

SPRING WASHER, 1" DIA

NUT, 1" DIA HEAVY HEX, GR 5

HUCKBOLT, �" DIA (C50LR-BR24-24)

HUCK COLLAR, �" DIA (3LC-2R24G)

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

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

REINFORCING BAR, GAUGE SIDE, �" x 14’-6", LH POINT

REINFORCING BAR, STOCK SIDE, �" x 10’-11�", LH POINT

COTTER PIN, �" DIA x 1�"

COTTER PIN, �" DIA x 2"

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

NUT, �" DIA HEAVY HEX, GR 5

ES2801-21

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-SWITCH POINT RAIL, 136 LB RE, LH SAMSON GR, 40’-0"

MANGANESE TIP LH FOR 136 LB RE 16’-6" SAMSON SWITCH POINT

SWITCH HEEL ASSY FLOATING 132/136 LB RE C/W HARDWARE

SIDE VIEW - VERTICAL BENDING DETAILP

S

17

11

13

15

8

11

15

13

16

17

9

10

12

14

16

17

56 42

3

WID

TH

BA

SE

2�

"

BE

ND

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-21

SWITCH POINT 16’ - 6" 136 LB RE LH CURVE

Page 7: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

16’-6" TO HEEL BLOCK

7’-2�" TO BEND

11’-6" TO STOP

OPEN HOLES

BEND TO STRAIGHTEN GAUGE LINE

OPEN HOLES

25’-9" REF

�"

40’-0" REF (OVERALL LENGTH)

40’-0" REF OVERALL LENGTH

3’-9" – �" 10’-6" – �"

1.3

20"

RE

F

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: 2:45:27 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-22.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

DESCRIPTION DESCRIPTION

2

3

5

6

7

8

9

4

1

1

1

2

2

2

10

11

12

13

14

15

16

17

2

4

9

9

2

4

2

41

1

1

1

NOTES:

2.

1.

1

7

11

13

15

8

11

15

13

WID

TH

BA

SE

2�

"

16

17

9

10

12

14

16

17

3

BE

ND

2

6

45

SIDE VIEW - VERTICAL BENDING DETAIL

BEVEL ALL BOLT HOLES.

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

PS

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

POINT STOP 3�" HIGH

SPRING WASHER, �" DIA

SPRING WASHER, 1" DIA

NUT, 1" DIA HEAVY HEX, GR 5

HUCKBOLT, �" DIA (C50LR-BR24-24)

HUCK COLLAR, �" DIA (3LC-2R24G)

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

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

REINFORCING BAR, GAUGE SIDE, �" x 14’-6", RH POINT

REINFORCING BAR, STOCK SIDE, �" x 10’-11�", RH POINT

COTTER PIN, �" DIA x 1�"

COTTER PIN, �" DIA x 2"

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

NUT, �" DIA HEAVY HEX, GR 5

ES2801-22

SWITCH HEEL ASSY FLOATING 132/136 LB RE C/W HARDWARE

MANGANESE TIP RH FOR 136 LB RE 16’-6" SAMSON SWITCH POINT

SWITCH POINT RAIL, 136 LB RE, RH SAMSON GR, 40’-0"

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

ES2801

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

SWITCH POINT 16’ - 6" 136 LB RE RH STR

Page 8: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

16’-6" TO HEEL BLOCK

7’-2�" TO BEND

11’-6" TO STOP

25’-9" REF

�"

40’-0" REF (OVERALL LENGTH)

40’-0" REF OVERALL LENGTH

3’-9" – �"10’-6" – �"

1.3

20"

RE

F

OPEN HOLES

OPEN HOLES

BEND TO 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.03/31/2011

UserName=> carlosa Date Plotted: 2:45:27 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-23.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

2

3

5

6

7

8

9

4

1

1

1

2

2

2

10

11

12

13

14

15

16

17

2

4

9

9

2

4

2

41

1

1

1

NOTES:

2.

1.

1

SIDE VIEW - VERTICAL BENDING DETAIL

BEVEL ALL BOLT HOLES.

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

PS

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

POINT STOP 3�" HIGH

SPRING WASHER, �" DIA

SPRING WASHER, 1" DIA

NUT, 1" DIA HEAVY HEX, GR 5

HUCKBOLT, �" DIA (C50LR-BR24-24)

HUCK COLLAR, �" DIA (3LC-2R24G)

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

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

REINFORCING BAR, GAUGE SIDE, �" x 14’-6", LH POINT

REINFORCING BAR, STOCK SIDE, �" x 10’-11�", LH POINT

COTTER PIN, �" DIA x 1�"

COTTER PIN, �" DIA x 2"

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

NUT, �" DIA HEAVY HEX, GR 5

ES2801-23

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

MANGANESE TIP LH FOR 136 LB RE 16’-6" SAMSON SWITCH POINT

SWITCH HEEL ASSY FLOATING 132/136 LB RE C/W HARDWARE

SWITCH POINT RAIL, 136 LB RE, LH SAMSON GR, 40’-0"

7

11

13

15

8

11

15

13

16

17

9

10

12

14

16

17

3

2

6

45

BE

ND

WID

TH

BA

SE

2�

"

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-23

SWITCH POINT 16’ - 6" 136 LB RE LH STR

Page 9: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

25’-9" REF

�"

17’-1�"

OPEN HOLES

OPEN HOLES

16’-6" TO HEEL BLOCK

11’-6" TO STOP

7’-2�" TO BEND

40’-0" REF OVERALL LENGTH

40’-0" REF (OVERALL LENGTH)

PC

6�

"

RE

F

MIDDLE ORDINATE = 1�" IN 22’-10�"

R = 489’-6�"

3’-9" – �" 10’-6" – �"

1.3

20"

RE

F

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: 2:45:27 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-24.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

1

1

2

2

2

2

4

9

9

2

4

2

41

1

1

1

NOTES:

SIDE VIEW - VERTICAL BENDING DETAIL

17

11

13

15

8

11

15

13

16

17

9

10

12

14

16

17

BE

ND

WID

TH

BA

SE

2�

"

56

4

2

3

PS

2

3

5

6

7

8

9

4

1 10

11

12

13

14

15

16

17

ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO

SCRRA

BILL OF MATERIALBILL OF MATERIAL

PART NO

SCRRA

POINT STOP 3�" HIGH

SPRING WASHER, �" DIA

SPRING WASHER, 1" DIA

NUT, 1" DIA HEAVY HEX, GR 5

HUCKBOLT, �" DIA (C50LR-BR24-24)

HUCK COLLAR, �" DIA (3LC-2R24G)

BEND TO STRAIGHTEN GAUGE LINE

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

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

REINFORCING BAR, GAUGE SIDE, �" x 14’-6", RH POINT

REINFORCING BAR, STOCK SIDE, �" x 10’-11�", RH POINT

COTTER PIN, �" DIA x 1�"

COTTER PIN, �" DIA x 2"

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

NUT, �" DIA HEAVY HEX, GR 5

ES2801-24

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

MANGANESE TIP RH FOR 136 LB RE 16’-6" SAMSON SWITCH POINT

SWITCH HEEL ASSY FLOATING 132/136 LB RE C/W HARDWARE

SWITCH POINT RAIL, 136 LB RE, RH SAMSON GR, 40’-0"

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-24

SWITCH POINT 16’ - 6" 136 LB RE RH CURVE

BEVEL ALL BOLT HOLES.

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

2.

1.

Page 10: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

6"

6"

6"

6"

�"

STOCK RAILSTRAIGHTRIGHT HANDHEEL END OF

RAILBENT STOCKLEFT HANDHEEL END OF

HEEL OF SWITCH POINT

HEEL OF SWITCH POINT

18° -25’

HEEL OF SWITCH POINT

BENT STOCK RAILHEEL END OF RIGHT HAND

9’-6"

40’-0"

7’-2�"

7’-2�"

OF POINT OF SWITCH

INDICATE LOCATION

OF RAIL HEAD TO

PAINT MARK ON TOP

10�"

9’-6"

40’-0"

9’-6"

9’-6"

10�"

7’-2�"

7’-2�"OF POINT OF SWITCH

INDICATE LOCATION

OF RAIL HEAD TO

PAINT MARK ON TOP

HEEL OF SWITCH POINT

SEE NOTE 4BEND ANGLE

SEE NOTE 4BEND ANGLE

STOCK RAILHAND STRAIGHTHEEL END OF LEFT

PLANE OFF

1 IN 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: 2:45:28 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-25.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

STOCK RAILS ARE SHOWN FOR "LEFT HAND TURNOUT"

STOCK RAILS ARE SHOWN FOR "RIGHT HAND TURNOUT"

NOTES:

SW LENGTH

16’-6" 1°-44’-11" OR 1" IN 2’-9"

BEND ANGLE V (VERTEX DIST)

10 5/16"

SECTION A

PS

PS

40’-0"

40’-0"

PS

PS

BEND ANGLE IN BENT STOCK RAIL TO BE AS FOLLOW:

VERTEX DISTANCE IS DISTANCE FROM BEND TO PS.

SW POINT LENGTH PS TO HEEL OF SWITCH 16’-6".

BEVELED PER CURRENT AREMA PLAN NO 1005.

UNDERCUT STOCK RAILS TO BE MADE OF HIGH STRENGTH RAIL WITH ENDS

4.

3.

2.

1.

A

A

A

A

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

A. CARLOS

NTS

ES2801-25

UNDERCUT STOCK RAILS

NO 8 STRAIGHT OR CURVED

Page 11: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

30°

7"5"5"10"10"10"11"10"

10"10"10"6"5"

2"

5’-8�"2’-4"

6’-2"

11’-0" HEEL LENGTH7’-0" TOE LENGTH

18’-0" OVERALL LENGTH

10"

�"

�"

9�

"5" R

5"1"

2"

�"

�" R

4" THEO PT

4’-4" 1’-4�"

2 HOLES

1�" (+�" - 0") DIA

2’-

4�

"

9�" – �"

1’-3�" – �"

3�

" – �

"

�"

�"

1�"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: 2:45:28 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-30.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

6.

5.

4.

3.

2.

1.

ITEM QTY

1

1

1

1

1

2

1

DESCRIPTION

1

2

4

5

6

7

8

9

1

1

3

DWG NOPART NO

SCRRA

-

BILL OF MATERIAL

1

1

1

1

2

1

1

10

11

13

14

15

16

17

18

2

1

12

1

14

14

14

14

19

20

22

23

21

TOE BLOCK (TB132RE-08)

BOLT, SQ HD 1�" UNC x 10" LONG GR 8

BOLT, SQ HD 1�" UNC x 11" LONG GR 8

HEAD LOCK WASHER (UHW 132)

TAIL WASHER (UTW 132)

NUT, 1�" DIA, HEAVY HEX SECURITY LOCK, GR 8

FLAT WASHER, 1�" TYPE B HARDENED F436

53

4

6

8

7

2

1

23

21

20

11

22

23

21

20

9

22

23

21

20

9

2223

21

20

12

22

23

21

20

14

22

23

21

20

15

22

23

21

20

14

22

23

21

20

13

22

23

21

20

15

22

23

21

20

16

22

23

21

20

17

22

23

21

20

18

22

23

21

20

19

22

23

21

20

10

22

HE

EL S

PR

EA

D

CU

T

SA

W

�"

PT

RAIL END DRILLING DETAIL

ELEVATION VIEW OF POINT

POINT DETAILS

1:5 1

:5

1:5 1

:5

RAILTOP OF

�" P

OIN

T

�" P

OIN

T

ALL BOLT HOLES IN RAIL TO BE CHAMFERED �".

TORQUE ALL BODY BOLTS TO 2500 FT-LBS LUBRICATED.

ALL BOLTS TO BE GRADE 8.

FROGS.

AREMA PLAN 1010-89 PERMISSABLE VARIATIONS IN COMPLETED

FROGS SHALL BE CONSTRUCTED TO TOLERANCES GIVEN ON

352 PER CURRENT AREMA SPECIFICATIONS.

INSERT SHALL BE EXPLOSIVE DEPTH HARDENED TO BRINELL

FOR SPECIAL TRACKWORK.

MANGANESE STEEL CASTING TO MEET AREMA SPECIFICATION

BOLT, SQ HD 1�" UNC x 1’-2" LONG GR 8

BOLT, SQ HD 1�" UNC x 1’-6" LONG GR 8

BOLT, SQ HD 1�" UNC x 1’-7" LONG GR 8

ES2801-30

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

FLARE FILLER BLOCK LH, SKELETON STYLE

FLARE FILLER BLOCK RH, SKELETON STYLE

HEEL RAIL LH (6’-7�" LONG)

HEEL RAIL RH (6’-7�" LONG)

WING RAIL LH (12’-8�" LONG)

WING RAIL RH (12’-8�" LONG)

BOLT, SQ HD 1�" UNC x 10�" LONG GR 8

BOLT, SQ HD 1�" UNC x 1’-0�" LONG GR 8

BOLT, SQ HD 1�" UNC x 1’-2�" LONG GR 8

BOLT, SQ HD 1�" UNC x 1’-6�" LONG GR 8

BOLT, SQ HD 1�" UNC x 1’-4�" LONG GR 8

BOLT, SQ HD 1�" UNC x 1’-3�" LONG GR 8

MANGANESE STEEL INSERT, NO 8-136 LB RE RBM FROG EDH (U20-00116)

SECTION AT �" POINT

SP

RE

AD

T

OE

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

NTS

ES2801-30WOOD TIES-136 LB RE RAIL

18’-0" OVERALL LENGTH

NO 8 RBM FROG

HDR

Page 12: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

6�"

5�"

1’-6" 1’-7�" 1’-7�" 1’-7�" 1’-7�" 1’-7�" 1’-7�" 1’-7�" 1’-7�" 1’-7�" 1’-7�" 1’-7�" 1’-7�"

�" (T

YP)

RAIL BASE

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: 2:45:29 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-31.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

NOTES:

1

1

QTY DWG NO

FP-22-L

FP-21-L

FP-20-L

FP-

22-

L

F

P-

21-

L

F

P-

20-

L

REF

16

DETAIL - CLIP TO RAIL BASE

3

4

1

1

5

6

1

1

7

8

1

1

9

10

1

1

11

12

1

1

13

14

1

1

15

16

1

1

17 1

FROG PLATE FCP-1-L

FROG PLATE FCP-2-L

FROG PLATE FCP-3-L

RAIL CLIP E3706

ES2801-30

ES2801-43

ES2801-45

ES2801-45

ES2801-47

ES2801-45

ES2801-45

ES2801-43

ES2801-49

ES2801-49

ES2801-49

CLIP, PANDROL, E2055, LH CLIP

APPLICABLE FROG PACK WITH INDELIBLE MARKER.

IDENTIFY THE LIFTING POINT WITH YELLOW PAINT AND INDICATE WEIGHT OF

FOR SHIPMENT, WHEREVER APPLICABLE.

ALL FROG PLATES SHALL BE FASTENED TO FROG WITH PANDROL CLIPS INSTALLED

SHALL NOT BE UNDER FROG WHEN WELDING.

PLATES FCP-1 AND FCP-3 SHALL HAVE SHOULDERS BENCH FITTED TO FROG. PLATES

PLATE LOCATION PER DIMENSIONS AS SHOWN.

WHEN FROG IS SUPPLIED WITHOUT PLATES, THE RAIL BASE SHALL BE MARKED FOR

4.

3.

2.

1.

-

-

FP-30-LFP-29-L

FP-

30-

L

FP-

29-

L

FP-

28-

L

FP-28-L

FP-

27-

L

FP-27-L

FP-

26

FP-26FP-25

FP-

25

FP-

24

FP-24

FP-

23

FP-23

ES2801-50

ES2801-50

ES2801-50

ES2801-50

FROG PLATE FP-20-L

FROG PLATE FP-21-L

FROG PLATE FP-22-L

FROG PLATE FP-27-L

FROG PLATE FP-28-L

FROG PLATE FP-29-L

FROG PLATE FP-30-L

FC

P-

1-

L

FCP-1-L

FC

P-

2-

L

FCP-2-L

FC

P-

3-

L

FCP-3-L

NO 8 RBM FROG, 18’-0" OVERALL LENGTH

FROG PLATE FP-25

FROG PLATE FP-23

FROG PLATE FP-24

FROG PLATE FP-26

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

NTS

ES2801-31WOOD TIES-136 LB RE RAIL

ASSEMBLY AND FROG PACK

NO 8 RBM FROG LH

HDR

Page 13: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

RAIL BASE

5�"

1’-7�"1’-7�"1’-7�"1’-7�"1’-7�"1’-7�"1’-7�"1’-7�"1’-7�"1’-7�"1’-7�"1’-7�"1’-6"

6�"

�" (T

YP)

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: 2:45:29 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-32.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

NOTES:

1

1

QTY DWG NO

DETAIL - CLIP TO RAIL BASE

3

4

1

1

5

6

1

1

7

8

1

1

9

10

1

1

11

12

1

1

13

14

1

1

15

16

1

1

17 1

FROG PLATE FP-20-R

FROG PLATE FP-21-R

FROG PLATE FP-22-R

FROG PLATE FP-27-R

FROG PLATE FP-28-R

FROG PLATE FP-29-R

FROG PLATE FP-30-R

FROG PLATE FCP-1-R

FROG PLATE FCP-2-R

FROG PLATE FCP-3-R

RAIL CLIP E3706

FP-22-R

FP-21-R

FP-20-R

F

P-

22-

R

F

P-

21-

R

F

P-

20-

R

REF

16

4.

3.

2.

1.

APPLICABLE FROG PACK WITH INDELIBLE MARKER.

IDENTIFY THE LIFTING POINT WITH YELLOW PAINT AND INDICATE WEIGHT OF

FOR SHIPMENT, WHEREVER APPLICABLE.

ALL FROG PLATES SHALL BE FASTENED TO FROG WITH PANDROL CLIPS INSTALLED

SHALL NOT BE UNDER FROG WHEN WELDING.

PLATES FCP-1 AND FCP-3 SHALL HAVE SHOULDERS BENCH FITTED TO FROG. PLATES

PLATE LOCATION PER DIMENSIONS AS SHOWN.

WHEN FROG IS SUPPLIED WITHOUT PLATES, THE RAIL BASE SHALL BE MARKED FOR

CLIP, PANDROL, E2055, RH CLIP

ES2801-30

ES2801-42

ES2801-44

ES2801-44

ES2801-46

ES2801-44

ES2801-44

ES2801-42

ES2801-48

ES2801-48

ES2801-48

ES2801-50

ES2801-50

ES2801-50

ES2801-50

FP-30-R

FP-

30-

R

FP-29-R

FP-

29-

R

FP-28-R

FP-

28-

R

FP-

27-

R

FP-27-R

FP-

23

FP-23 FP-24

FP-

24

FP-25

FP-

25

FP-26

FP-

26

FC

P-

1-

R

FCP-1-R

FC

P-

2-

R

FCP-2-R FC

P-

3-

R

FCP-3-R

NO 8-136 LB RE RBM FROG ASSEMBLY, 18’-0" OVERALL LENGTH

-

-

FROG PLATE FP-23

FROG PLATE FP-24

FROG PLATE FP-25

FROG PLATE FP-26

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-32WOOD TIES-136 LB RE RAIL

ASSEMBLY AND FROG PACK

NO 8 RBM FROG RH

Page 14: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

8"

2�"3"2�"

2"

3"

25°

3’-3�"

STENCIL "LIFT" POINTS AS SHOWN WITH WHITE MARKER ON TOP OF BAR

8 TIE GUARD RAIL 13’-0" LONG

OF

BA

R

4�

"

AT

TO

P

FLARE 3’-3�"STRAIGHT GUARD FACE 6’-5"FLARE 3’-3�"

1�

"

1�

"

OF

BA

R

4�

"

AT

TO

P

2�

"

2�

"

5�

"

4�

"

1�

"

1�"

2"

2’-4"

4�"

RAIL SEAT

6�"

7"

1"

6"

�"

1�

"

�"

1�"

2�"

3�"

�"

3�"

�"

1�"

14°14°

9�"1’-7�"1’-7�"1’-7�"1’-7�"1’-7�"1’-7�"1’-7�"9�"

2’-3�" 1’-0"2’-3�"1’-0"

2nd CUT

1’-0"

1st CUT

2’-3�"

BASE OF RAIL

PANDROL SHOULDER

AND PANDROL SHOULDERSWITH BRACE WELDMENT(8) GUARD RAIL PLATES

13’-0" LONG(1) GUARD BAR UIC 33 (U69)

SHOULDERPANDROL

SHOULDERPANDROL �" BRACES

�" BACKER PLATE

LOCKNUTWASHER AND SECURITY

WITH �" THICK FLAT - �" x 3�" LG

(8) GRADE 8 BOLTS

TYP(5) HOLES

1" DIA

(8) �" THICK

(16) �" THICK

(8) �" THICK

(32) ADJUSTMENT SHIMS

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: 2:45:29 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-33.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

6.

5.

4.

3.

2.

1.

CL

TYPICAL PLATE PUNCHING DETAIL FLARE DETAIL

OF ALL MACHINED SURFACESBREAK SHARP CORNERS

TYPICAL PLATE DETAIL

TOP

WEB SIDE

SIDEGUARD FACE

AT �

"

BE

LO

W

3�

"

AT �

"

BE

LO

W

2�

"

AT �

"

BE

LO

W

1�

"

AT �

"

BE

LO

W

1�

"

�"

RE

F

NO 1

FROM THIS ENDLAYOUT & DRILL

"X" LIFT LIFT

COLLECTIVE DRILLING FROM END OF GUARD BAR MARKED "X"

ASSEMBLED 13’-0" GUARD RAIL

DETAIL 1

�" DEEP CANT 1:40 �" DEEP

136RE

PANDROL SHOULDER TO BE TYPE 5 FORGED.

WELDING PER ANSI \ AWS D1.1-92 OR LATEST REVISION.

FOR "SPECIAL TRACKWORK".

WORKMANSHIP AND TOLERANCES PER AREMA SPECIFICATIONS

LOCKNUT.

EXCEPT BOLT TO BE GRADE 8 AND NUT TO BE SECURITY

GUARD RAIL BOLT AND NUT PER AREMA SPECIFICATION M11.

SPECIFICATION M7.

BASE PLATE, BRACKET & SHIMS - MILD STEEL PER AREMA

(GUARD FACE BRINELL 319 MIN).

GUARD RAIL SECTION UIC 33, (U69) UIC 860.0 GRADE 90A

NO 1 NO 1 NO 1 NO 1 NO 1 NO 1 NO 1

SECTION B

SECTION A

A

B

1

A

B

HOLES 1" DIA - 1�" ABOVE BASE

"X" 9�" x 2’-5�" x 4’-0�" x 5’-8�" x 7’-3�" x 8’-11�" x 10’-6�" x 12’-2�"

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

A. CARLOS

NTS

ES2801-33

NO 8 136 LB RBM FROG GUARD RAIL DETAILS

Page 15: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

11’-7�"

8"

1�

"1�

"

2"

3’-7"

8" 8"

�"

8" 8"

4’-4" 3’-7"

STAMP

5"

5"

1�

"1�

"

1�

"1�

"

1�" 1�"

1�" 1�"

1�" 1�"4�"

1�" 1�"

90°

1�"

4�

"

4�

"

4�

"

4�"(SEE DETAIL"A")

COUNTERSINK AT BOTTOM

�" DIA HOLES

(SEE DETAIL"A")

COUNTERSINK AT BOTTOM

�" DIA HOLES

3"

3"

PER ES2800-99

GAUGE PLATE IJPER ES2800-99

GAUGE PLATE IJ

1"

�"

�"

�"

�"

�"

1" x 8" x 3’-7"

1" x 8" x 3’-7"

1" x 8" x 4’-4"

8 SLOTTED HOLES

1" DIA

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: 2:45:30 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-34.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:MIN

INSULATED FROG GAUGE PLATE NO FG-1P, 1" x 8", FLATGAUGE PLATE INSULATED JOINT T0 BE "3M" TYPE, HUCKED TO PLATE.

COUNTERSINK DETAIL"A"

6.

5.

4.

3.

2.

1.

5 SEE NOTE 5

IJ ASSEMBLY SEE ES2800-99.

PAINT MARK EACH PLATE WITH AN ARROW POINTING TOWARDS SWITCH POINT.

STAMP PLATE AS SHOWN W/ PROPER PLATE NO, FROG NO & WEIGHT OF RAIL.

ES2801-44, ES2801-46 UNLESS NOTED OTHERWISE.

FOR DETAILS OF FROG TURNOUT PLATES P-20-R THRU P-30-R SEE ES2801-42,

ANCHOR HOLE SIZE IS 1" DIA +/- �".

METAL AREAS TO BE PAINTED MUST BE CLEANED OF ALL IMPURITIES.

FG-1P 8 136

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

A. CARLOS

NTS

ES2801-3440’-0" SWITCH (16’-6" ALIGN)

FOR NO 8 RH OR LH TURNOUT

INSULATED FROG GAUGE PLATE NO FG-1P

Page 16: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

90°

1�"

12’-2�"

8"

1�

"1�

"

2"

3’-7"

�"

8"

1�

"1�

"

1�

"1�

"

8" 8"

5"

5"

1�" 1�"

1�" 1�"

1�" 1�"

1�" 1�"

4’-11"

STAMP

3’-7"

4�

"

4�"

4�

"

4�

"

4�"(SEE DETAIL"A")

COUNTERSINK AT BOTTOM

�" DIA HOLES

(SEE DETAIL"A")

COUNTERSINK AT BOTTOM

�" DIA HOLES

3"

3"

8"

�"

1" �" �

"

�"

�"

PER ES2800-99

GAUGE PLATE IJPER ES2800-99

GAUGE PLATE IJ

1" x 8" x 3’-7"

1" x 8" x 4’-11"1" x 8" x 3’-7"

8 SLOTTED HOLES

1" DIA

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: 2:45:30 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-35.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

MIN

INSULATED FROG GAUGE PLATE NO FG-2P, 1" x 8", FLATGAUGE PLATE INSULATED JOINT T0 BE "3M" TYPE, HUCKED TO PLATE.

COUNTERSINK DETAIL"A"

NOTES:

6.

5.

4.

3.

2.

1.

5 SEE NOTE 5

IJ ASSEMBLY SEE ES2800-99.

PAINT MARK EACH PLATE WITH AN ARROW POINTING TOWARDS SWITCH POINT.

STAMP PLATE AS SHOWN W/ PROPER PLATE NO, FROG NO & WEIGHT OF RAIL.

ES2801-44, ES2801-46 UNLESS NOTED OTHERWISE.

FOR DETAILS OF FROG TURNOUT PLATES P-20-R THRU P-30-R SEE ES2801-42,

ANCHOR HOLE SIZE IS 1" DIA +/- �".

METAL AREAS TO BE PAINTED MUST BE CLEANED OF ALL IMPURITIES.

FG-2P 8 136

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

A. CARLOS

NTS

ES2801-3540’-0" SWITCH (16’-6" ALIGN)

FOR NO 8 RH OR LH TURNOUT

INSULATED FROG GAUGE PLATE NO FG-2P

Page 17: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

90°

1�"

12’-10"

8"

1�

"1�

"

2"

3’-7"

8"

�"

8"

1�

"1�

"

1�

"1�

"

8" 8"

5"

5"

1�" 1�"

1�" 1�"

1�" 1�"

1�" 1�"

5’-6�"

STAMP

3’-7"

4�

"

4�

"

4�

"

4�"4�"(SEE DETAIL"A")

COUNTERSINK AT BOTTOM

�" DIA HOLES

(SEE DETAIL"A")

COUNTERSINK AT BOTTOM

�" DIA HOLES

3"

3"

1" �"

�"

�"

�"

�"

PER ES2800-99

GAUGE PLATE IJ

PER ES2800-99

GAUGE PLATE IJ

1" x 8" x 3’-7"

1" x 8" x 5’-6�"1" x 8" x 3’-7"

8 SLOTTED HOLES

1" DIA

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: 2:45:31 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-36.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

MIN

INSULATED FROG GAUGE PLATE NO FG-3P, 1" x 8", FLATGAUGE PLATE INSULATED JOINT T0 BE "3M" TYPE, HUCKED TO PLATE.

COUNTERSINK DETAIL"A"

NOTES:

6.

5.

4.

3.

2.

1.

5 SEE NOTE 5

IJ ASSEMBLY SEE ES2800-99.

PAINT MARK EACH PLATE WITH AN ARROW POINTING TOWARDS SWITCH POINT.

STAMP PLATE AS SHOWN W/ PROPER PLATE NO, FROG NO & WEIGHT OF RAIL.

ES2801-44, ES2801-46 UNLESS NOTED OTHERWISE.

FOR DETAILS OF FROG TURNOUT PLATES P-20-R THRU P-30-R SEE ES2801-42,

ANCHOR HOLE SIZE IS 1" DIA +/- �".

METAL AREAS TO BE PAINTED MUST BE CLEANED OF ALL IMPURITIES.

FG-3P 8 136

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

A. CARLOS

NTS

ES2801-3640’-0" SWITCH (16’-6" ALIGN)

FOR NO 8 RH OR LH TURNOUT

INSULATED FROG GAUGE PLATE NO FG-3P

Page 18: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

90°

2�

"

2�

"

2�

"

2�

"

B

A

(T

YP)

1�

"

6�" (+�"-0) 6� " (+� "-0)

�"

L

8"

(T

YP)

4�

"

(TYP)

6"

(TYP)

2"

1"

ENSURE CLEARANCE FOR �" DIA CLIP

4 SLOTTED HOLES

1" DIA

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: 2:45:31 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-42.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

NOTES:

1

4

SKEW

2

1

RAIL SEAT RAIL SEAT

FROG BASE PLATE

QTY

FLAT BAR, ASTM A36, �" x 8" x L

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

DWG NO

PLATE PLATES REQ’DA B L

3’-2�" 1

13’-2"

4.

3.

2.

1.

1’-10�" 1’-9�"

1’-9�" 1’-9�"

4

FP-

XX-

R-8-1

36

FP-20-R

FP-30-R

-

-

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER & NOT TO PROTRUDE INTO

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY STAMPED AS SHOWN.

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-42WOOD TIES-136 LB RE RAIL

FROG BASE PLATES FP-20-R, FP-30-R

NO 8 RBM FROG RH

Page 19: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

8"

90°

4�

"1�

"

2�

"

2�

"

2�

"

2�

"

L

B

A

6�" (+�"-0")

6� " (+�"-0")

�"

(TYP)

2"

(TYP)

6"

1"

ENSURE CLEARANCE FOR �" DIA CLIP

4 SLOTTED HOLES

1" DIA

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: 2:45:32 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-43.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

1

4

SKEW

2

1

RAIL SEAT

RAIL SEAT

FROG BASE PLATE

QTY

FLAT BAR, ASTM A36, �" x 8" x L

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

DWG NO

PLATE PLATES REQ’DA B L

3’-2�" 1

13’-2"

1’-10�" 1’-9�"

1’-9�" 1’-9�"

4

-

-

(T

YP)

(T

YP)

FP-

XX-

L-8-1

36

FP-20-L

FP-30-L

NOTES:

4.

3.

2.

1.

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER & NOT TO PROTRUDE INTO

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY STAMPED AS SHOWN.

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-43WOOD TIES-136 LB RE RAIL

FROG BASE PLATES FP-20-L, FP-30-L

NO 8 RBM FROG LH

Page 20: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

8"

90°

4�

"1�

"

2�

"

2�

"

L

A

B

�"

6�" (+�-0)

6� " (+� -0)

�"

�"

(TYP)

6"

(TYP)

2"

1"

ENSURE CLEARANCE FOR �" DIA CLIP

4 SLOTTED HOLES

1" DIA

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: 2:45:32 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-44.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

1

4

SKEW

2

1

RAIL SEAT

FROG BASE PLATE

QTY

FLAT BAR, ASTM A36, �" x 8" x L

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

DWG NO

PLATE PLATES REQ’DA B L

3’-0�" 1

12’-10"

12’-9"

12’-11�"

RAIL SEAT

1’-7�"

1’-5�"

1’-3�"

1’-6�"

1’-8�"

1’-6�"

1’-4�"

1’-7�"

4

-

-

(T

YP)

(T

YP)

21

&

22

PAIN

T

MA

RK

28

&

29

PAIN

T

MA

RK

FP-21-R

FP-22-R

FP-28-R

FP-29-RFP-

XX-

R-8-1

36

NOTES:

4.

3.

2.

1.

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER & NOT TO PROTRUDE INTO

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY STAMPED AS SHOWN.

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-44WOOD TIES-136 LB RE RAIL

FP-21-R, FP-22-R, FP-28-R, FP-29-R

RH FROG BASE PLATES

NO 8 RBM FROG

Page 21: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

8"

90°

4�

"

2�

"

2�

"

L

A

B

�"

�"

1�

"

�"

6� " (+�"-0")

6�" (+�"-0")

(TYP)

6"

(TYP)

2"

1"

ENSURE CLEARANCE FOR �" DIA CLIP

4 SLOTTED HOLES

1" DIA

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: 2:45:32 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-45.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

1

4

SKEW

2

1

RAIL SEAT

RAIL SEAT

FROG BASE PLATE

QTY

FLAT BAR, ASTM A36, �" x 8" x L

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

DWG NO

PLATE PLATES REQ’DA B L

3’-0�" 1

12’-10"

12’-9"

12’-11�"

1’-7�" 1’-8�"

1’-5�" 1’-6�"

1’-3�" 1’-4�"

1’-6�" 1’-7�"

4

-

-

(T

YP)

(T

YP)

FP-

XX-

L-8-1

36

FP-21-L

FP-22-L

FP-28-L

FP-29-L

NOTES:

4.

3.

2.

1.

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER & NOT TO PROTRUDE INTO

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY STAMPED AS SHOWN.

21

&

22

PAIN

T

MA

RK

28

&

29

PAIN

T

MA

RK

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-45WOOD TIES-136 LB RE RAIL

FP-21-L, FP-22-L, FP-28-L, FP-29-L

LH FROG BASE PLATES

NO 8 RBM FROG

Page 22: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

8"

90°

4�

"1�

"

2�

"

2�

"

L

A

C

4"

B

�"

6�" (+�"-0") 6� " (+� "-0")

(TYP)

6"

(TYP)

2"

1"

ENSURE CLEARANCE FOR �" DIA CLIP

5 SLOTTED HOLES

1" DIA

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: 2:45:33 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-46.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

1

2

SKEW

2

1

RAIL SEAT RAIL SEAT

FROG BASE PLATE

QTY

FLAT BAR, ASTM A36, �" x 8" x L

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

DWG NO

PLATE PLATES REQ’DA B

E-3706 1

L

2’-6�"

C CLIP #

1’-2�" 1’-1�" 1’-2�"

4

-

-

(T

YP)

(T

YP)

P-

XX-

R-8-136

FP-27-R

NOTES:

4.

3.

2.

1.

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER & NOT TO PROTRUDE INTO

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY STAMPED AS SHOWN.

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-46WOOD TIES-136 LB RE RAIL

FROG BASE PLATES FP-27-R

NO 8 RBM FROG RH

Page 23: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

8"

90°

4�

"1�

"

2�

"

2�

"

L

A

C

B

4"

6�" (+�"-0")

6� " (+�"-0")

�"

1"

ENSURE CLEARANCE FOR �" DIA CLIP

(TYP)

6"

(TYP)

2"

5 SLOTTED HOLES

1" DIA

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: 2:45:33 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-47.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

1

2

SKEW

2

1

RAIL SEAT

RAIL SEAT

FROG BASE PLATE

QTY

FLAT BAR, ASTM A36, �" x 8" x L

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

DWG NO

PLATE PLATES REQ’DA B

E-3706 1

L

2’-6�"

C CLIP #

1’-2�" 1’-1�" 1’-2�"

4(T

YP)

(T

YP)

-

-

FP-27-L

FP-27-L-8-136

NOTES:

4.

3.

2.

1.

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER & NOT TO PROTRUDE INTO

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY STAMPED AS SHOWN.

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-47WOOD TIES-136 LB RE RAIL

FROG BASE PLATES FP-27-L

NO 8 RBM FROG LH

Page 24: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

8"

90°

2�

"

2�

"

L

5�"

IN ASSEMBLY AND WELD

LOCATE THIS PANDROL SHOULDER

�"

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: 2:45:34 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-48.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

1

2

SKEW

2

1

FROG BASE PLATE

QTY

FLAT BAR, ASTM A36, �" x 8" x L

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

DWG NO

PLATE PLATES REQ’D

1

L

2’-5�"

12’-9"

FCP-2-R

FCP-3-R

12’-3�"FCP-1-R

4

FCP-

X-

R-8-136

-

-

NOTES:

4.

3.

2.

1.

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER & NOT TO PROTRUDE INTO

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY STAMPED AS SHOWN.

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

FC

P-

1

FC

P-

2&

3

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-48WOOD TIES-136 LB RE RAIL

FROG BASE PLATES FCP-1-R, FCP-2-R, FCP-3-R

NO 8 RBM FROG RH

Page 25: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

8"

90°

2�

"

2�

"

L

5�"

IN ASSEMBLY AND WELD

LOCATE THIS PANDROL SHOULDER

�"

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: 2:45:34 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-49.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

1

2

SKEW

2

1

FROG BASE PLATE

QTY

FLAT BAR, ASTM A36, �" x 8" x L

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1

DWG NO

PLATE PLATES REQ’D

1

L

2’-5�"

12’-9"

FCP-2-L

FCP-3-L

12’-3�"FCP-1-L

4

-

-

FCP-

X-L-8-136

NOTES:

4.

3.

2.

1.

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER & NOT TO PROTRUDE INTO

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY STAMPED AS SHOWN.

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

FC

P-

1

FC

P-

2&

3

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-49WOOD TIES-136 LB RE RAIL

FROG BASE PLATES FCP-1-L, FCP-2-L, FCP-3-L

NO 8 RBM FROG LH

Page 26: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

2’-5"

2"

1�

"1�

"

1�

"1�

"

2"

"L"

2’-8"

8�"

2"

1�

"1�

"

MARK OFF FROM FROG

SHOULDER

�"

�"

�"

SHOULDER

SHOULDER(4) HOLES

1" DIA

(4) HOLES1" DIA

8"

4�

"

MARK OFF FROM FROG8�"

MARK OFF FROM FROG8"

11�"8�"

4�

"

8"

1’-�"8"

8"

4�

"

MARK OFF FROM FROG8"

(4) HOLES1" DIA

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: 2:45:34 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-50.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

FROG PLATE - FP-25 AND FP-26

FROG PLATE - FP-24

FROG PLATE - FP-23

�" x 8" x 2’-8" - FLAT

�" x 8" x 2’-5" - FLAT

�" x 8" - FLAT (SEE TABLE FOR LENGTHS)

NOTES:

DIMENSION TABLE

"L"PLATE

FP-25 2’-9" 1

12’-11"FP-26

NO REQ’D

4.

3.

2.

1.

STAMP PLATE AS SHOWN W/ PROPER PLATE NO, FROG NO & WEIGHT OF RAIL.

FURNISH PANDROL ’e’ CLIPS. SEE ES2362.

(TYPICAL 2 PER PLATE)

ALL SHOULDERS TO BE PANDROL TYPE 1 FORGED.

FOR NO 8 FROG AND PLATE LOCATIONS SEE ES2801-31 & ES2801-32.

FP-24-8-136

FP-23-8-136

FP-

XX-8-136

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

A. CARLOS

NTS

ES2801-50

PLATE FP-23 TO FP-26 DETAILS

NO 8 136 LB RBM FROG

Page 27: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

8"

1�

"1�

"

6’-10�"

4’-5�"

2"

2"

2’-2�"6�" 6�"2’-2�"

9"9" 9"9"1" 3’-5" 3’-5"

5" 3"

5"

3"

2�

"

2�

"

1�

"

8"

1�

"

1�

"

8"

1�

"

2’-2�"11�"

4’-5�"

7’-5�"

9" 9" 9" 9"

2’-2�" 11�"

6�"

7’-5�"

4’-6�"

2’-2�"11�"

9" 9"9" 9"

3’-7�"

2’-3�" 11�"

3’-9"

1"

1"

6�"

�"

�"

6�"6�"

OF SWITCHPOINTING TO POINTPAINT MARK ARROW

(3) SIDES�" FILLET WELD

SW LENGTH & WEIGHT OF RAILSTAMP PLATE WITH PROPER PLT NO,

SHOULDER

WELDBEVEL GROOVE

4�

"

4�

"

4�

"

�"

�"

�"

HOLES 8 SLOTTED

1" DIA

PER ES2800-99GAUGE PLATE IJ

1’-0�"2’-3�"

1’-0�" 2’-2�"

1�" x 4" x 6"STOP BLOCK

1’-0�" 2’-2�"

1’-0�"2’-2�"

RAILOFBASE

RAILOF

BASE

BEVEL GROOVE WELD

PL NO, AND WEIGHT OF RAILSTAMP PLATE WITH PROPER

HOLES 8 SLOTTED

1" DIA

SHOULDER PER ES2800-99GAUGE PLATE IJ

OF SWITCHPOINTING TO POINTPAINT MARK ARROW

(3) SIDES�" FILLET WELD

SHOULDER

WELDBEVEL GROOVE

HOLES 8 SLOTTED

1" DIA

PER ES2800-99GAUGE PLATE IJ

1�" x 4" x 6"STOP BLOCK

SW LENGTH & WEIGHT OF RAILSTAMP PLATE WITH PROPER PL NO,

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: 2:45:35 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-60.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

PP-136

NOTE:

PLATE NOT SHOWN FOR CLARITY.

SERRATED WASHER AND BRACE1.

INSULATED GAUGE PLATE GP-1 - USED AT POINT OF SWITCH

GP-2 16-6 136 GP-1 16-6 136

INSULATED GAUGE PLATE GP-2 - USED AT POINT OF SWITCH

PLATE NOT SHOWN FOR CLARITY.

SERRATED WASHER AND BRACE1.

NOTE:

INSULATED GAUGE PLATE P-P

(+�"-0")

(3 PIECES REQ’D AS SHOWN)1" x 8" - FLAT - W/ INSULATION

(+�"-0") (+�"-0")

(+�"-0") (+�"-0")

(+�"-0") (+�"-0")

(+�"-0")

IJ ASSEMBLY SEE ES2800-99.

BE OPPOSITE.

FOR A LEFT HAND TURNOUT, PLATES ARE TO

NO 8 RIGHT HAND, HAND OPERATED TURNOUT.

THE PLATES AS SHOWN ARE FOR A 136 LB,

CLEAR RAIL SEAT DIMENSION AS CALLED FOR.

SEAT MUST BE MACHINED OUT TO PROVIDE A

FACE OF SHOULDER IN THE AREA OF THE RAIL

ANY WELD PROJECTING BEYOND THE VERTICAL

THE BEVELED GROOVES OF THE SHOULDER.

A MINIMUM 2 PASS �" + FILLET WELD ALONG

BE CAREFULLY WELDED TO ALL PLATES WITH

FORGED. THE PRESSED STEEL SHOULDER MUST

THE PANDROL SHOULDER SHALL BE A TYPE 1

PLATES TO BE MADE OF MILD ROLLED STEEL.

4.

3.

2.

1.

(3 PIECES REQ’D AS SHOWN)1" x 8" - MILLED - W/ INSULATION & ADJ RAIL BRACES

(3 PIECES REQ’D AS SHOWN)1" x 8" - MILLED - W/ INSULATION & ADJ RAIL BRACES

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

A. CARLOS

NTS

ES2801-60

P-P, GP-1, AND GP-2

NO 8 INSULATED GAUGE PLATE DETAILS

Page 28: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

8"

4�

"1�

"1�

"

2"

8"

2’-4�"

6�" 6�"

2�

"

6�" 6�"

8"

2"

1�

"4�

"1�

"

2�

"

�"

�"

1"

�"1"

(TYP)

(4) HOLES

1" DIA

1’-0�"

1’-0�"

TYPE 5 FORGEDPANDROL SHOULDER

�"

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: 2:45:35 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-61.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

5.

4.

3.

2.

1.HEEL PLATES P6-LH

4

P6

LH-

8-

13

6(2 EA) FOR LEFT HAND TURNOUT

1" x 8" x 2’-4�" (MILLED) W/ PANDROLS

2 PANDROL CLIPS NO E-2055.

WITH EACH PLATE, FURNISH 2 PANDROL SHOULDERS TYPE 5 FORGED AND

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

ANCHOR HOLE SIZE IS 1" DIA – �".

WELD PANDROL SHOULDER.

STAMP PLATE: "RESPECTIVE PLATE NO, NO 8, 136".

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-6140’-0" SWITCH (16’-6")

NO 8 LH WOOD TIE TURNOUT

HEEL PLATES P6-LH

Page 29: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

�"

�"

1�

"

8"

4�

"1�

"

8"

2"

2’-4�"

6�" 6�"

1�

"4�

"1�

"

2"6�"6�"

8"

1"

�"

�"

1"

2�

"

2�

"

(TYP)

(4) HOLES

1" DIA

1’-0�"

1’-0�"

TYPE 5 FORGED

PANDROL SHOULDER

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: 2:45:36 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-62.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

5.

4.

3.

2.

1.

HEEL PLATES P5-RH

P5

RH-

8-

13

6

4

(2 EA) FOR RIGHT HAND TURNOUT

1" x 8" x 2’-4�" (MILLED) W/ PANDROLS

2 PANDROL CLIPS NO E-2055.

WITH EACH PLATE, FURNISH 2 PANDROL SHOULDERS TYPE 5 FORGED AND

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

ANCHOR HOLE SIZE IS 1" DIA – �".

WELD PANDROL SHOULDER.

STAMP PLATE: "RESPECTIVE PLATE NO, NO 8, 136".

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-6240’-0" SWITCH (16’-6")

NO 8 RH WOOD TIE TURNOUT

HEEL PLATES P5-RH

Page 30: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

8"

4�

"1�

"1�

"

2"

8"

6�" 6�"

1�

"4�

"1�

"

2"6�"6�"

8"

2�

" 4"

2�

"

1"

�"

�"

1"

A

C

B

L

TYP

(5) HOLES

1" DIA

TYPE 5 FORGED

PANDROL SHOULDER

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: 2:45:36 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-63.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

DIMENSION TABLE

PLATE PLATES REQ’D

P-10-L

P-11-L

P-12-L

P-13-L

2’-5"

2’-6"

2’-7"

2’-7�"

E-3706

E-3706

E-3707

E-3708

5.

4.

3.

2.

1.

FOR LEFT HAND TURNOUT

1" x 8" x L (MILLED) W/ PANDROLS

A B C L CLIP NO

2 EA

2 EA

2 EA

2 EA

1’-1�"

1’-2�"

1’-3"

1’-3�"

1’-1�"

1’-1�"

1’-2�"

1’-3�"

1’-2�"

1’-3"

1’-3�"

1’-3�"

4

PX

X-

L-

8-

13

6

TURNOUT PLATES P-10-L THROUGH P-13-L

2 PANDROL CLIPS NO E-2055, AND 1 DI RAIL HOLD-DOWN CLIP (SEE TABLE).

WITH EACH PLATE, FURNISH 2 PANDROL SHOULDERS TYPE 5 FORGED,

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

ANCHOR HOLE SIZE IS 1" DIA – �".

WELD PANDROL SHOULDER.

STAMP PLATE: "RESPECTIVE PLATE NO, NO 8, 136".

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-6340’-0" SWITCH (16’-6")

NO 8 LH WOOD TIE TURNOUT FOR

TURNOUT PLATES P-10-L THRU P-13-L

Page 31: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

8"

2" 6�" 6�"

1�

"4�

"1�

"

2"6�"6�"

2�

"

2�

"

1�

"4�

"

8"

1�

"

8"

4"

1"

�"

�"

1"

(TYP)(5) HOLES

1" DIA

L

A

C

B

TYPE 5 FORGED

PANDROL SHOULDER

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: 2:45:37 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-64.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

DIMENSION TABLE

PLATE PLATES REQ’D

P-10-R

P-11-R

P-12-R

P-13-R

2’-5"

2’-6"

2’-7"

2’-7�"

E-3706

E-3706

E-3707

E-3708

5.

4.

3.

2.

1.

A B C L CLIP NO

2 EA

2 EA

2 EA

2 EA

1’-1�"

1’-2�"

1’-3"

1’-3�"

1’-1�"

1’-1�"

1’-2�"

1’-3�"

1’-2�"

1’-3"

1’-3�"

1’-3�"

P-

XX-

R-8-1

36

4

FOR RIGHT HAND TURNOUT

1" x 8" x L (MILLED) W/ PANDROLS

TURNOUT PLATES P-10-R THROUGH P-13-R

2 PANDROL CLIPS NO E-2055, AND 1 DI RAIL HOLD-DOWN CLIP (SEE TABLE).

WITH EACH PLATE, FURNISH 2 PANDROL SHOULDERS TYPE 5 FORGED,

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

ANCHOR HOLE SIZE IS 1" DIA – �".

WELD PANDROL SHOULDER.

STAMP PLATE: "RESPECTIVE PLATE NO, NO 8, 136".

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-6440’-0" SWITCH (16’-6")

NO 8 RH WOOD TIE TURNOUT FOR

TURNOUT PLATES P-10-R THRU P-13-R

Page 32: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

�"

6�"

8"

2" 6�" 6�"

1�

"4�

"1�

"

2"6�"

8"

4�

"1�

"

8"

1�

"

�"

�"

�"

2�

"

2�

"

(TYP)(4) HOLES

1" DIA

B

A

L

(TYP)

TYPE 1 FORGED

PANDROL SHOULDER

SHOULDER

FACE OF

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: 2:45:37 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-65.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

DIMENSION TABLE

PLATE

P-14-L

P-15-L

P-16-L

2’-9"

2’-10"

2’-11"

2 EA

2 EA

2 EA

PLATES REQ’D

5.

4.

3.

2.

1.

FOR LEFT HAND TURNOUT ONLY

�" x 8" x L (FLAT) W/ PANDROLS

A B L

1’-4�"

1’-5�"

1’-6�"

1’-4�"

1’-5�"

1’-6�"

P-

XX-

L-8-1

36

4

TURNOUT PLATES P-14-L THRU P-16-L

2 PANDROL CLIPS NO E-2055.

WITH EACH PLATE, FURNISH 2 PANDROL SHOULDERS TYPE 1 FORGED AND

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

ANCHOR HOLE SIZE IS 1" DIA – �".

WELD PANDROL SHOULDER.

STAMP PLATE: "RESPECTIVE PLATE NO, NO 8, 136".

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-6540’-0" SWITCH (16’-6")

NO 8 LH WOOD TIE TURNOUT FOR

TURNOUT PLATES P-14-L THRU P-16-L

Page 33: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

8"

2" 6�" 6�"

1�

"4�

"1�

"

2"6�"6�"

2�

"

8"

4�

"1�

"1�

"

8"

�"

�"

�"

�"

2�

"

(TYP)

(4) HOLES

1" DIA

SHOULDER

FACE OF

A

B

L

(TYP)

TYPE 1 FORGED

PANDROL SHOULDER

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: 2:45:37 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-66.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

DIMENSION TABLE

PLATE PLATES REQ’D

P-14-R

P-15-R

P-16-R

2’-9"

2’-10"

2’-11"

2 EA

2 EA

2 EA

FOR RIGHT HAND TURNOUT ONLY

�" x 8" x L (FLAT) ~ W/ PANDROLS

A B L

1’-4�"

1’-5�"

1’-6�"

1’-4�"

1’-5�"

1’-6�"

4

P-

XX-

R-8-1

36

TURNOUT PLATES P-14-R THRU P-16-R

5.

4.

3.

2.

1.

2 PANDROL CLIPS NO E-2055.

WITH EACH PLATE, FURNISH 2 PANDROL SHOULDERS TYPE 1 FORGED AND

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

ANCHOR HOLE SIZE IS 1" DIA – �".

WELD PANDROL SHOULDER.

STAMP PLATE: "RESPECTIVE PLATE NO, NO 8, 136".

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-6640’-0" SWITCH (16’-6")

NO 8 RH WOOD TIE TURNOUT FOR

TURNOUT PLATES P-14-R THRU P-16-R

Page 34: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

SHOULDER

FACE OF

8"

4�

"1�

"1�

"

2"

8"

6�" 6�"

1�

"4�

"1�

"

2�

"

6�"

8"

6�" 2"

2�

"

�"

�"

L

B

A

(TYP)

TYPE 1 FORGED

PANDROL SHOULDER

(TYP)

(4) HOLES

1" DIA

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: 2:45:38 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-67.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

DIMENSION TABLE

PLATE PLATES REQ’D

P-18-L

P-19-L

3’-0"

3’-1"

3’-2�"

P-17-L 2 EA

2 EA

2 EA

5.

4.

3.

2.

1.FOR LEFT HAND TURNOUT ONLY

�" x 8" x L (FLAT) W/ PANDROLS

A B L

1’-8�"

1’-9�"

1’-10�"

1’-7�"

1’-8�"

1’-10�"

P-

XX-

L-8-1

36

4

TURNOUT PLATES P-17-L THRU P-19-L

2 PANDROL CLIPS NO E-2055.

WITH EACH PLATE, FURNISH 2 PANDROL SHOULDERS TYPE 1 FORGED AND

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

ANCHOR HOLE SIZE IS 1" DIA – �".

WELD PANDROL SHOULDER.

STAMP PLATE: "RESPECTIVE PLATE NO, NO 8, 136".

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-6740’-0" SWITCH (16’-6")

NO 8 LH WOOD TIE TURNOUT FOR

TURNOUT PLATES P-17-L THRU P-19-L

Page 35: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

SHOULDERFACE OF

8"

2" 6�" 6�"

2�

"

1�

"4�

"1�

"

2"6�"6�"

8"

1�

"4�

"1�

"

8"

2�

"

(TYP)(4) HOLES

1" DIA

�"

�"

B

A

L

(TYP)

TYPE 1 FORGED

PANDROL SHOULDER

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: 2:45:38 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-68.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

DIMENSION TABLE

PLATE PLATES REQ’D

P-17-R

P-18-R

P-19-R

3’-0"

3’-1"

3’-2�"

2 EA

2 EA

2 EA

5.

4.

3.

2.

1.FOR RIGHT HAND TURNOUT ONLY

�" x 8" x L (FLAT) W/ PANDROLS

A B L

1’-8�"

1’-9�"

1’-10�"

1’-7�"

1’-8�"

1’-10�"

P-

XX-

R-8-1

36

4

TURNOUT PLATES P-17-R THRU P-19-R

FURNISH TYPE 1 FORGED PANDROL SHOULDER AND PANDROL CLIPS E-2055.

PAINT MARK EACH PLATE WITH ARROW POINTING TOWARDS SWITCH POINT.

ANCHOR HOLE SIZE IS 1" DIA – �".

WELD PANDROL SHOULDER.

STAMP PLATE: "RESPECTIVE PLATE NO, NO 8, 136".

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2801-6840’-0" SWITCH (16’-6")

NO 8 RH WOOD TIE TURNOUT FOR

TURNOUT PLATES P-17-R THRU P-19-R

Page 36: SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING NUMBERS

2’-2"

�" 2"

8" 6�"

11�"6�"

1�

"1�

"4�

"

2"

�"

1’-�"5�"

1"

1"

�"

(4 HOLES)1" DIA

(3) SIDES�" FILLET WELD

WELDBEVEL GROOVE

TYPE 1 FORGEDSHOULDER

S-

XP-136

8"

6�"

2’-4�"

1’-�" 10�"

11�" 10�"

5� "2" 1�"1�"

�"

�"

1�

"1�

"4�

"

�"

1"

(4 HOLES)1" DIA

ON PLATE S-7POMIT SLOTTED HOLES

TYPE 1 FORGEDPANDROL SHOULDER

8"

�"

1"

S-

XP-136

4�

"1�

"1�

" BEVEL GROOVE WELD

(4 HOLES)1" DIA

6�"8"

TYPE 5 FORGEDPANDROL SHOULDER

WELDBEVEL GROOVE

�" FOR PLATE S-7P1" FOR PLATE S-5P

�" FOR PLATE S-9P1" FOR PLATE S-8P

2’-0�"

2"

2"2"

1�" x 4" x 6"STOP BLOCK

1�" x 4" x 6"STOP BLOCK

(3) SIDES�" FILLET WELD

TYPE 5 FORGEDSHOULDER

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: 2:45:39 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-69.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

S-4

P-136

NOTE:

CLARITY

NOT SHOWN FOR

SERRATED WASHER

ADJ RAIL BRACE AND1.

BRACE PLATE ~ S-4P

NOTE:

CLARITY

NOT SHOWN FOR

SERRATED WASHER

ADJ RAIL BRACE AND1.

BRACE SLIDE PLATE ~ S-5P & S-7P

SLIDE PLATE - S-8P & S-9P

2 - S-4P PLATES REQUIRED AS SHOWN

1" x 8" x 2’-2" LG ~ MILLED ~ W/ ADJ RAIL BRACE

2 - S-7P PLATES REQUIRED AS SHOWN

4 - S-5P PLATES REQUIRED AS SHOWN

1" X 8" X 2’-4�" LG - MILLED - W/ ADJ RAIL BRACE

4 - S-9P PLATES REQUIRED AS SHOWN (0" RISER)

6 - S-8P PLATES REQUIRED AS SHOWN (�" RISER)

1" X 8" X 2’-0�" LG - MILLED - W/ PANDROL CLIP

4.

3.

2.

1.

STAMP PLATE: "RESPECTIVE PLATE NO, 136"

CLEAR RAIL SEAT DIMENSION AS CALLED FOR.

IN THE AREA OF THE RAIL SEAT MUST BE MACHINED OUT TO PROVIDE A

PLATE. ANY WELD PROJECTING BEYOND THE VERTICAL FACE OF SHOULDER

THE PRESSED STEEL SHOULDER MUST BE CAREFULLY WELDED TO THE

APPROVED ALTERNATIVE MEETING PANDROL’S DESIGN SPECIFICATION.

THE PANDROL WILL BE TYPE 1 OR TYPE 5 FORGED AS INDICATED OR

PLATES TO BE MADE OF MILD ROLLED STEEL.

- 1 OF 1

2801

XXXXREVISIONXX-XX-XXX

A. CARLOS

NTS

ES2801-69

NO 8 TURNOUT AND SWITCH PLATE DETAILS