forged shoulder welding detail c b section c guard …€¦ · of mating parts (t y p) ( t y p) ( t...

13
1 " 8 " " 3" " R E F 1" REF 1 " " 2 " 6" " 26’-0" 2’-0" 1 " 1’-0" 1’-0" 8’-0" LIFT POINT 8’-0" LIFT POINT 4 HOLES 1" DIA (+" - 0") ASSEMBLY (BOLTLESS) GUARD RAIL CHAIR TONGUELESS TYPE 1 FORGED SHOULDER, " X 8" X 2’-2" FLAT BAR, ENSURE CLEARANCE FOR " DIA CLIP 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: 2:34:57 PM 10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-50.dgn ASSISTANT DIRECTOR: STANDARDS & DESIGN ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012 SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY 1 13 13 39 13 1 2 4 5 6 52 3 GUARD BAR, UIC33 1200 SERIES x 26’-0" LONG H-CLAMP LOCKING BLOCK SHIM, " x 3" X 6" ITEM QTY DESCRIPTION BILL OF MATERIAL PART NO SCRRA DWG NO 6 5 4 2 3 A PARTIAL SECTION GUARD RAIL HARDWARE ASSEMBLY B VIEW REF 136 - S T R T - 26 F T CHAIR ASSEMBLY. GRIND AWAY CORNER OF PANDROL SHOULDER TO CLEAR FOOT OF CHARACTERS AS SHOWN. PLATE IS TO BE STAMPED WITH PLATE I.D. WITH " HIGH OF WEAR BAR WITH WHITE PAINT. LIFT POINTS AND WEIGHT OF ASSEMBLY TO BE MARKED ON HEAD PANDROL SPRING CLIPS (E2055) TO BE INCLUDED IN ASSEMBLY. IS TO BE DETERMINED BY TIE SPACING AT TIME OF INSTALLATION. PLATE SPACING IS SET FOR SHIPPING ONLY. FINAL PLATE SPACING 5. 4. 3. 2. 1. C SECTION ( TY P) ( TY P) GUARD RAIL PLATE ASSEMBLY NOTES: (TYP) RAIL SEAT (+" - 0") WEIGHT LIFT POINT LIFT POINT 1 2 REF (TYP) GUARD RAIL PLATE ASSEMBLY, 136 LB RE RAISED 1", STRAIGHT CLIP, PANDROL, E2055 - - - - - - S I D E S B O T H " " " (APPROX " - ") INTO OPENING WRAP AROUND CORNER 3 SIDES " 2 PLACES 3 SIDES FORGED SHOULDER WELDING DETAIL - 1 OF 1 2800 XX XX REVISION XX-XX-XX X HDR NTS ES2800-50 A B C " FLANGEWAY 8 7 CONCRETE TIES - 136 LB RE RAIL, 1 26’-0" LONG, BOLTLESS, RAISED 1" GUARD RAIL ASSEMBLY, STRAIGHT WITH PLATES

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Page 1: FORGED SHOULDER WELDING DETAIL C B SECTION C GUARD …€¦ · of mating parts (t y p) ( t y p) ( t y p) (typ) notes: a 2. 1. parts to be cast indented with text es2800-82. acceptable

1"

8"

�"

3�"

�"

RE

F

1�" REF

1"

�"

2�

"

6�"

�"

26’-0"

2’-0"

1"

1’-0" 1’-0"

8’-0" LIFT POINT8’-0" LIFT POINT

4 HOLES

1" DIA (+�" - 0")

ASSEMBLY (BOLTLESS)

GUARD RAIL CHAIR

TONGUELESS TYPE 1

FORGED SHOULDER,

�" X 8" X 2’-2�"

FLAT BAR,

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: 2:34:57 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-50.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

1

13

13

39

13

1

2

4

5

6 52

3

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

H-CLAMP

LOCKING BLOCK

SHIM, �" x 3" X 6"

ITEM QTY DESCRIPTION

BILL OF MATERIAL

PART NO

SCRRADWG NO6 5

4

23

APARTIAL SECTIONGUARD RAIL HARDWARE ASSEMBLY

BVIEW

REF

136-ST

RT-26 FT

CHAIR ASSEMBLY.

GRIND AWAY CORNER OF PANDROL SHOULDER TO CLEAR FOOT OF

CHARACTERS AS SHOWN.

PLATE IS TO BE STAMPED WITH PLATE I.D. WITH �" HIGH

OF WEAR BAR WITH WHITE PAINT.

LIFT POINTS AND WEIGHT OF ASSEMBLY TO BE MARKED ON HEAD

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

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

PLATE SPACING IS SET FOR SHIPPING ONLY. FINAL PLATE SPACING

5.

4.

3.

2.

1.

CSECTION

(T

YP)

(T

YP)

GUARD RAIL PLATE ASSEMBLYNOTES:

(TYP)

RAIL SEAT

(+�" - 0")

WEIGHT LIFT POINTLIFT POINT

1

2

REF (TYP)

GUARD RAIL PLATE ASSEMBLY, 136 LB RE RAISED 1", STRAIGHT

CLIP, PANDROL, E2055

-

-

-

-

-

-

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

�" 2 PLACES

3 SIDES

FORGED SHOULDER WELDING DETAIL

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2800-50

A

B

C

" FLANGEWAY87CONCRETE TIES - 136 LB RE RAIL, 1

26’-0" LONG, BOLTLESS, RAISED 1"

GUARD RAIL ASSEMBLY, STRAIGHT WITH PLATES

Page 2: FORGED SHOULDER WELDING DETAIL C B SECTION C GUARD …€¦ · of mating parts (t y p) ( t y p) ( t y p) (typ) notes: a 2. 1. parts to be cast indented with text es2800-82. acceptable

8"

1� " – � "

8�" –  "

6"

RE

F

90°

1"

�"

RE

F

7�" –  "

1"

�" REF

0.025" – 0.015"

0.250" – 0.015"

8"

1’-2�" – �"

1’-10" – �"

8�" –  "

1"

�"

7�" –  "

1�" – � "

1’-7" – �"

8"

1’-2�" – �"

2’-4" – �"

8�" –  "

1"

�"

7�" –  "

1�" – � "

2’-1" – �"

2’-0" – �"

1"

1’-9" – �"

�" REF

5" – �"

1�

"

RE

F

8"

2�" – �"

�"

�"–�" �"–�"6�" – �"

(T

YP)

4�

"–�

"

(T

YP)

4�

"–�

"

(T

YP)

4�

"–�

"

(T

YP)

4�

"–�

"

4 SLOTTED HOLES

1" x 1�" (+�" - 0")

4 SLOTTED HOLES

1" x 1�" (+�" - 0") 4 SLOTTED HOLES

1" x 1�" (+�" - 0")

1�

"

RE

F

1�

"

RE

F

1�

"

RE

F

90°

(T

YP)

1�

"–�

"

0.250" – 0.015"

(TYP)

1�" – �"

(T

YP)

1�

"–�

"

(T

YP)

1�

"–�

"

(T

YP)

1�

"–�

"

(TYP)

1�" – �"

(TYP)

1�" – �"

(TYP)

1�" – �"

6�"

6�"

6�"

6�"

90°

(+�"-0")

3�"

1’-2�" – �"

2’-6" – �"

2’-9" – �"

�"– �"

0.250" – 0.015"

1"

0.250" – 0.015"

4 SLOTTED HOLES

1" x 1�" (+�" - 0")

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: 2:34:57 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-80.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

NOTES:

10-T

R1C

BP1

C-136

BP2

C-136

(TYP)

1 6

7

2 6

3 7

4 6

5

DESCRIPTION

6

7

CONTINUOUSLY WELDED SHOULDER

STOP ASSEMBLY FOR BOLTLESS BRACE, 1" THICK,

DESCRIPTION

BILL OF MATERIALS

1

2

SWITCH PLATE BRACE BP1C-136

SWITCH PLATE BRACE BP2C-136

SWITCH PLATE P4C-136

SWITCH ROLLER PLATE 10-TRIC

3

ITEM ITEM

BILL OF MATERIALS

77

7

3.

2.

1.

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

& NOT TO PROTRUDE INTO RAIL SEAT.

WELDS TO BE DRESSED FLUSH WITH SHOULDER

CLEARLY STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT

RAIL SEAT

(+�"-0")

RAIL SEAT

(+�"-0")

RAIL SEAT

(+�"-0")

RAIL SEAT

(+�"-0")

4

5FLAT BAR, ASTM A36, 1" x 8" x 1’-10"

FLAT BAR, ASTM A36, 1" x 8" x 2’-4"

FLAT BAR, ASTM A36, 1" x 8" x 2’-0"

FLAT BAR, ASTM A36, 1" x 8" x 2’-9"

RISER FOR ROLLER PLATE, �" THICK x 3�" x 6"

SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 5

P4

C-136

3 SIDES�"

3 SIDES�"

3 SIDES�" �"

SID

ES

BO

TH

�"

�" �"

FORGED SHOULDER WELDING DETAIL

7

(APPROX �" - �")

INTO OPENING

AROUND CORNER

3 SIDES WRAP

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2800-80FOR 136 LB RE CONCRETE TIE TURNOUT

PLATE P4C-136 AND ROLLER PLATE 10-TRLC

SWITCH PLATES BRACES BP1C AND BP2C,

Page 3: FORGED SHOULDER WELDING DETAIL C B SECTION C GUARD …€¦ · of mating parts (t y p) ( t y p) ( t y p) (typ) notes: a 2. 1. parts to be cast indented with text es2800-82. acceptable

CONTACT AREA

CONTACT AREA

CONTACT

CONTACT

CONTACT AREA

CO

NT

AC

T

AR

EA

�"�"

�"

�"�"

�"

�"

�"

OF TOOTH.

STARTED AT BASE

SERRATION TO BE

90°

13° �" R

(TYP)

�" R

�" R

�" R

8"

WID

E

PL

AT

E

1� "

4�"

1�"

3�"

�"

�" �"

7"

WID

E

PL

AT

E

1� "

�"

8�"

7�"

6�"

�"

7�"

�"

6�"

�"

2�

"

LE

VE

L

WIT

H

RAIL

BA

SE

�" REF�

"�

"�

"�

"

2�

"

7"

4�"

�"2"

�"

�"

�"

�"

2�

"

3�

"

�"

5�

"

1"1"

1�

"

1�

"

1"

�" 1�"

2"

2�"

R

R�"

�"

�"

� "

�"

�"

�" R

(TYP)

�" R

1" R

�" R

�" R

FIT UNDER RAIL HEAD

THIS SURFACE MUST

�" R

1" R

�" R

�" R

�" R

�" R

�" R

�" R

RAIL BASE

MUST FIT

THIS SURFACE

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: 2:34:58 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-81.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

"PRODUCT

NO."

"MATERIAL"

"COUNTRY"

"FOUNDRY"

AREA

AREA

CONTACT AREAS

GAP

SEPARATION DETAILOF MATING PARTS

– 1°

�"

MA

X

GA

P

NOTE: ALL RADII IN THIS VIEW �" R

UNLESS OTHERWISE DIMENSIONED.

NOTES:

RADII CENTER

TO CORNER

FLAT

ASECTION

NOTE: ALL RADII IN THIS

OTHERWISE DIMENSIONED.

VIEW �" R UNLESS

1:4

1:4

12

1

DETAILS

PLATE DESIGN REFERENCE

FOR 90° PLATES.

NOTE: VALUES ONLY GOOD

6.

5.

4.

3.

2.

1.

SEE ES2800-82 FOR SERRATED WASHER DRAWING.

MATERIAL: DUCTILE IRON, ASTM A536 GR 65-45-12

FOR USE WITH 132 LB AND 136 LB RE RAIL ONLY.

TEXT SIZE OF �".

THE TEXT FONT IS BLOCK LETTERING AND

TEXT AND LOGOS ARE RAISED 0.030" TO 0.040".

CANADA = "CA"; CHINA = "CH"; UNITED STATES = "US".

"COUNTRY OF ORIGIN":

THAN �" x �"

LOGO OR ID NOT TO BE GREATER"FOUNDRY"

SEE "COUNTRY OF ORIGIN""COUNTRY"

D.I."MATERIAL"

ES2800-81"PRODUCT NO.’

TEXT AS FOLLOWS:

"PART ID" CHARACTERS TO BE CAST RAISED WITH

A

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2800-81

FOR 136 LB RE RAIL

BOLTLESS BRACE (TYPE 2)

Page 4: FORGED SHOULDER WELDING DETAIL C B SECTION C GUARD …€¦ · of mating parts (t y p) ( t y p) ( t y p) (typ) notes: a 2. 1. parts to be cast indented with text es2800-82. acceptable

2�

"

�"

�"

R

�"

�"

�"

�"

�"

�"

�"

GAP�

"

�"

5"

RE

F

�"

3�

"

�"

�" R

�" R

�"

�" R

1�"�"

90°

2�"

�"

�"

13°1"R � " R

�"

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

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

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

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

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

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

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

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

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 2:34:58 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-82.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

ES

28

00-

82

SERRATION DETAILOF MATING PARTS

(TYP)

(TYP)

(TYP)

(TYP)

NOTES:

A

2.

1.

PARTS TO BE CAST INDENTED WITH TEXT ES2800-82.

ACCEPTABLE ALTERNATE AISI/SAE 1020

MATERIAL - DUCTILE IRON ASTM Gr 536-G 65-45-12 OR

CASTING

OFCL

ELEVATION A

(T

YP)

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2800-82

SERRATED WASHER FOR BOLTLESS BRACE

Page 5: FORGED SHOULDER WELDING DETAIL C B SECTION C GUARD …€¦ · of mating parts (t y p) ( t y p) ( t y p) (typ) notes: a 2. 1. parts to be cast indented with text es2800-82. acceptable

1.0

00"

1�

"

1’-

2"

RE

F

1" – �

"1"

RE

F

11�" – �"

1"

1"

2’-2�" REF

1�" REF 10�" – �"

9" – �"

90°

TO BE DRILLED

ALL HOLES

1’-

0" – �

"

6�" (+�" - 0")

7�" (+�" - 0")

1’-11�" – �"

1�" – �"

6�" (+�" - 0")

4 HOLES

1�" DIA (+�" - 0")

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

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

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

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

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

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

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

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

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 2:34:59 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-90.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

1

SHOULDER WELDING DETAILS

TYPICAL SAFELOK WELD-ON CAST

3

0.0

15"

RE

F

2

RAIL SEAT

HTP-206-STR

NOTE:

HT

P-206-S

TR

(T

YP)

(TYP)

2.

1.

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY

(T

YP)

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

3

1

1

1

DWG NO

-

-

-

BURNED SWITCH PLATE, 1�" THICK

SAFELOK SHOULDER

LV BRACE RETENTION BLOCK

QTY FOR HTP-206-STR

�"

�"

(TYP)

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2800-90PLATE HTP-206-STR NO SKEW LV BRACE

136 LB RE RAIL

SWITCH PLATES FOR HOLLOW STEEL TIES,

Page 6: FORGED SHOULDER WELDING DETAIL C B SECTION C GUARD …€¦ · of mating parts (t y p) ( t y p) ( t y p) (typ) notes: a 2. 1. parts to be cast indented with text es2800-82. acceptable

1.0

00"

1�

"

1"

11�" – �"

1" – �

"1"

RE

F

1"

1�" REF 9" – �"

1.0

00"

1�

"

1"

11�" – �"

1" – �

"1"

RE

F

1"

1�" REF

9" – �"

TO BE DRILLED

ALL HOLES

TO BE DRILLED

ALL HOLES

�" – �"10�" – �"

6�" (+�" - 0")

2’-2�" REF

6� " (+� " - 0")

7�" (+�" - 0")

1’-11�" – �"

1�" – �"

10�" – �"

�" – �"

6�" (+�" - 0")

7�" (+�" - 0")

1’-11�" – �"

1�" – �"

2’-2�" REF

1’-

2"

RE

F

1’-

2"

RE

F

6� " (+� " - 0")

1’-

0" – �

"

1’-

0" – �

"

4 HOLES

1�" DIA (+�" - 0")

4 HOLES

1�" DIA (+�" - 0")

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

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

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

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

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

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

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

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

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 2:34:59 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-91.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

HTP-300-L HTP-301-R

NOTE:

SKEW

1

2

3

0.0

15"

RE

F

RAIL SEAT

SKEW

1

2

3

0.0

15"

RE

F

RAIL SEAT

HT

P-300-L

HT

P-301-

R

2.

1.

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY

(T

YP)

(T

YP)

(T

YP)

(T

YP)

(TYP)

(TYP)

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

3

1

1

1

DWG NO

-

-

-

BURNED SWITCH PLATE, 1�" THICK

SAFELOK SHOULDER

LV BRACE RETENTION BLOCK

1

1

1

QTY FOR HTP-300-L QTY FOR HTP-301-R�"

�"

(TYP)

SHOULDER WELDING DETAILS

TYPICAL SAFELOK WELD-ON CAST

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2800-91" SKEW LV BRACE161

PLATES HTP-300-L & HTP-301-R

136 LB RE RAIL

SWITCH PLATES FOR HOLLOW STEEL TIES,

Page 7: FORGED SHOULDER WELDING DETAIL C B SECTION C GUARD …€¦ · of mating parts (t y p) ( t y p) ( t y p) (typ) notes: a 2. 1. parts to be cast indented with text es2800-82. acceptable

1"

1"

2’-2�" REF

1�" REF 10�" – �" 9" – �"

�" – �"

1"

1"

2’-2�" REF

1�" REF 10�" – �"

�" – �"

TO BE DRILLED

ALL HOLES

1.0

00"

1�

"

1.0

00"

1�

"

1" – �

"

1’-

2"

RE

F

1"

RE

F

1" – �

"

1’-

2"

RE

F

1"

RE

F

6� " (+� " - 0")

7�" (+�" - 0")

11�" – �"

1’-11�" – �"

1�" – �"

7�" (+�" - 0")

11�" – �"

1’-11�" – �"

9" – �" 1�" – �"

6�" (+�" - 0")

6� " (+� " - 0")

6�" (+�" - 0")

1’-

0" – �

"

1’-

0" – �

"

4 HOLES

1�" DIA (+�" - 0")

4 HOLES

1�" DIA (+�" - 0")

TO BE DRILLED

ALL HOLES

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: 2:35:00 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-92.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

HTP-208-L HTP-209-R

1

2

RAIL SEAT

12

RAIL SEAT

HT

P-208-L

HT

P-209-

R

3

0.0

15"

RE

F

3

0.0

15"

RE

F

(T

YP)

(T

YP)

(T

YP)

(T

YP)

SKEW

(TYP)

(TYP)

SKEW

NOTE:

2.

1.

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

3

1

1

1

DWG NO

-

-

-

BURNED SWITCH PLATE, 1�" THICK

SAFELOK SHOULDER

LV BRACE RETENTION BLOCK

1

1

1

QTY FOR HTP-208-L QTY FOR HTP-209-R�"

�"

(TYP)

SHOULDER WELDING DETAILS

TYPICAL SAFELOK WELD-ON CAST

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2800-921/8" SKEW LV BRACE

PLATES HTP-208-L AND HTP-209-R

136 LB RE RAIL

SWITCH PLATES FOR HOLLOW STEEL TIES,

Page 8: FORGED SHOULDER WELDING DETAIL C B SECTION C GUARD …€¦ · of mating parts (t y p) ( t y p) ( t y p) (typ) notes: a 2. 1. parts to be cast indented with text es2800-82. acceptable

1"

2’-2�" REF

1"

1" REF

11�" – �"

1"

2’-2�" REF

1�" REF

6� " (+� " - 0")6� " (+� " - 0")

1.0

00"

1�

"

1.0

00"

1�

"

1’-

2"

RE

F

1"

RE

F1" – �

"

1" – �

"

1’-

2"

RE

F

1"

RE

F

1"

7�" (+�" - 0")

11�" – �"

1’-11�" – �"

9" – �" 1�" – �" 7�" (+�" - 0")

1’-11�" – �"

1�" – �"

6�" (+�" - 0")10�" – �" �" – �"

6�" (+�" - 0") �" – �"

9" – �"10�" – �"

1’-

0" – �

"

1’-

0" – �

"

4 HOLES

1�" DIA (+�" - 0")

4 HOLES

1�" DIA (+�" - 0")

TO BE DRILLED

ALL HOLES

TO BE DRILLED

ALL HOLES

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: 2:35:00 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-93.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

1

2

RAIL SEAT

12

RAIL SEAT

HTP-200-L HTP-201-R

HT

P-200-L

HT

P-201-

R SKEWSKEW

3

0.0

15"

RE

F

3

0.0

15"

RE

F

(T

YP)

(T

YP)

(T

YP)

(T

YP)

(TYP)(TYP)

NOTE:

2.

1.

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

3

1

1

1

DWG NO

-

-

-

BURNED SWITCH PLATE, 1�" THICK

SAFELOK SHOULDER

LV BRACE RETENTION BLOCK

1

1

1

QTY FOR HTP-200-L QTY FOR HTP-201-R

SHOULDER WELDING DETAILS

TYPICAL SAFELOK WELD-ON CAST

�"

�"

(TYP)

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2800-933/16" SKEW LV BRACE

PLATES HTP-200-L AND HTP-201-R

136 LB RE RAIL

SWITCH PLATES FOR HOLLOW STEEL TIES,

Page 9: FORGED SHOULDER WELDING DETAIL C B SECTION C GUARD …€¦ · of mating parts (t y p) ( t y p) ( t y p) (typ) notes: a 2. 1. parts to be cast indented with text es2800-82. acceptable

2’-2�" REF

11�" – �"

1"

1"

�" REF 10�" – �"

1"

RE

F

1’-

2"

RE

F

11�" – �"

1"

2’-2�" REF

1�" REF

1’-

2"

RE

F

1"

1" – �

"1"

RE

F

TO BE DRILLED

ALL HOLES

TO BE DRILLED

ALL HOLES

1.0

00"

1�

"

1.0

00"

1�

"

6� " (+� " - 0") 6� " (+� " - 0")

1’-

0" – �

"1" – �

"

1’-11�" – �"

9" – �"7�" (+�" - 0") 1�" – �" 1�" – �"7�" (+�" - 0")

1’-11�" – �"

1’-

0" – �

"

9" – �"10�" – �"

6�" (+�" - 0")

�" – �"

1’-

0" – �

"1" – �

"

6�" (+�" - 0")

�" – �"

4 HOLES

1�" DIA (+�" - 0")

4 HOLES

1�" DIA (+�" - 0")

DIRECTOR OF ENGINEERING AND CONSTRUCTION

ENGINEERING STANDARDS

REVISION

STANDARD

SHEET

SCALE:

CADD FILE:

ENG.DES.DATEREV. DESCRIPTION

DRAWN BY: DATE:

FOR NON-SCRRA APPROVED USES:

ALL RIGHTS RESERVED.

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

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

THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH

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

WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES

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

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

SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF

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

UserName=> carlosa Date Plotted: 2:35:00 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-94.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

HTP-202-L HTP-203-R

1

2

RAIL SEAT

1

2

RAIL SEAT

HT

P-202-L

HT

P-203-

R

3

0.0

15"

RE

F

3

0.0

15"

RE

F

SKEW SKEW

(T

YP)

(T

YP)

(T

YP)

(T

YP)

(TYP) (TYP)

NOTE:

2.

1.

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

3

1

1

1

DWG NO

-

-

-

BURNED SWITCH PLATE, 1�" THICK

SAFELOK SHOULDER

LV BRACE RETENTION BLOCK

1

1

1

QTY FOR HTP-202-L QTY FOR HTP-203-R�"

�"

(TYP)

SHOULDER WELDING DETAILS

TYPICAL SAFELOK WELD-ON CAST

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2800-941/4" SKEW LV BRACE

PLATES HTP-202-L AND HTP-203-R

136 LB RE RAIL

SWITCH PLATES FOR HOLLOW STEEL TIES,

Page 10: FORGED SHOULDER WELDING DETAIL C B SECTION C GUARD …€¦ · of mating parts (t y p) ( t y p) ( t y p) (typ) notes: a 2. 1. parts to be cast indented with text es2800-82. acceptable

11�" – �"

1"

1"

2’-2�" REF

�" – �"

1�" REF

11�" – �"

1"

1"

2’-2�" REF

10�" – �"�" REF

�" – �"

1.0

00"

1�

"

1.0

00"

1�

"

1�" – �"

1’-11�" – �"

7�" (+�" - 0")

1’-11�" – �"

6� " (+� " - 0")6� " (+� " - 0")

1" – �

"

1’-

2"

RE

F

1"

RE

F

9" – �"7�" (+�" - 0")

1" – �

"

1’-

2"

RE

F

1"

RE

F

9" – �"10�" – �"

6�" (+�" - 0")6�" (+�" - 0")

1�" – �"

1’-

0" – �

"

1’-

0" – �

"

4 HOLES

1�" DIA (+�" - 0")

4 HOLES

1�" DIA (+�" - 0")

TO BE DRILLED

ALL HOLES

TO BE DRILLED

ALL HOLES

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: 2:35:01 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-95.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

HTP-204-L HTP-205-R

2

RAIL SEAT

1

2

RAIL SEAT

HT

P-204-L

HT

P-205-

R

3

0.0

15"

RE

F

3

0.0

15"

RE

F

(TYP)(TYP)

SKEW

(T

YP)

(T

YP)

(T

YP)

(T

YP)

NOTE:

2.

1.

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

STAMPED AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT CLEARLY

ITEM DESCRIPTION

BILL OF MATERIAL

1

2

PART NO

SCRRA

3

1

1

1

DWG NO

-

-

-

BURNED SWITCH PLATE, 1�" THICK

SAFELOK SHOULDER

LV BRACE RETENTION BLOCK

1

1

1

QTY FOR HTP-204-L QTY FOR HTP-205-R

SHOULDER WELDING DETAILS

TYPICAL SAFELOK WELD-ON CAST

SKEW

�"

�"

(TYP)

1

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2800-955/16" SKEW LV BRACE

PLATES HTP-204-L AND HTP-205-R

136 LB RE RAIL

SWITCH PLATES FOR HOLLOW STEEL TIES,

Page 11: FORGED SHOULDER WELDING DETAIL C B SECTION C GUARD …€¦ · of mating parts (t y p) ( t y p) ( t y p) (typ) notes: a 2. 1. parts to be cast indented with text es2800-82. acceptable

34.7mm

1.366"

70mm

2.756"SQUARE

138.9mm

5.470"

114mm(+0.2mm-0mm)

4.488"

3.622"0.433"

12.7mm

0.500"

1"

�"

30°

3"

9�" REF

�"

90°

(T

YP)

8"

7�

"

RE

F

5�

" (+0" - �

")

RE

F

1�

"

4�" REF3"4�"3" (TYP)

1"

2"

RE

F

2�

"

�"

1" 1"

62mm

2.44"

20mm

0.787" (TYP)

8.375"

11" REF

0.250"

0.250"

8"

1"

2"

1.4

17"SEE DETAIL A

0.0

59"

EDGE OF TOP PLATE

MAX 0.010" OUTWARD FROM

MIN�" R

�" 1�"

RE

F

1�

"

�" R

RE

F

�"

1’-5�" REF

2’-0" REF

FLUSH IF REQUIREDMACHINE THIS EDGE

RAIL SEAT

6�" (+�"-0")

�"

12 HOLESM12 x 1.75 mm

MIN�" R

4 SLOTTED HOLES

1" x 1�" (+�" - 0")

(EXAMPLE WD-40)PREVENT CORROSIONLUBRICANT TO APPLY PROTECTIVE

�" R

(TYP)

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: 2:35:01 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-96.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

RP-1-136

RP-1-136

SECTION

NOTES:

1

2

3

BILL OF MATERIALS

ITEM DESCRIPTION

BURNED SWITCH POINT RISER PLATE FOR RP-1-136

W/O ROLLER WELDING & PUNCHING DETAILS

SWITCH ROLLER PLATE RP-1-136

W/O ROLLER MACHINING DETAILS

SWITCH ROLLER PLATE RP-1-136

SHOULDER, FORGED, TYPE 5, ANTI-OVERDRIVE

2

1

250 63

3

A

A

FLAT BAR, ASTM A36, 1" x 8" x 2’-0" LONG

DEBUR ALL THREADED HOLES

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

THE ENTIRE MACHINED SURFACE.

EQUIVALENT TO N9 AND N7 AND SHOULD TRAVERSE

SURFACE ROUGHNESS 250 AND 63 MICROINCH ARE

TOLERANCED METRIC DIMENSIONS AND THREADED HOLES.

USE IMPERIAL DIMENSIONS WITH THE EXCEPTION OF

STAMPED CLEARLY AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT,

5.

4.

3.

2.

1.

2

1

�"(TYP)

DETAIL A

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2800-96

ROLLER SCHWIHAG RP-1-136

SWITCH PLATE

Page 12: FORGED SHOULDER WELDING DETAIL C B SECTION C GUARD …€¦ · of mating parts (t y p) ( t y p) ( t y p) (typ) notes: a 2. 1. parts to be cast indented with text es2800-82. acceptable

2" 1�"

8"

�"

3" 3" 3" 3�"

�"

2�

"

�"

2"

62mm

2.44"

9.000"

11.719" REF

0.25"

0.25"

8"

1"

2"

1"

1�

"

90°

1"

�"

1.4

17"

1�"

MIN�" R

0.0

59"

EDGE OF TOP PLATE

MAX 0.010" OUTWARD FROM

20mm

0.787" (TYP)

RE

F

�"

�" R

138.9mm

5.470"

114mm(+0.2mm-0mm)

4.488"

3.622"0.433"

12.7mm

0.500"

34.7mm

1.366"

70mm

2.756"SQUARE

SEE DETAIL A

7�

"

RE

F

5�

" (+0" - �

")

3" (TYP) 1"

2’-4" REF

1’-1�" REF

1’-9�" REF

�" R

(TYP)

FLUSH IF REQUIREDMACHINE THIS EDGE

RAIL SEAT

6�" (+�"-0")

1"

�"

30°�

"

4 SLOTTED HOLES

1" x 1�" (+�" - 0")

1�

"

14 HOLESM12 x 1.75 mm

(EXAMPLE WD-40)

PREVENT CORROSION

LUBRICANT TO

APPLY PROTECTIVE

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: 2:35:02 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-97.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

(TYP)

RE

F

2

1

W/O ROLLER WELDING & PUNCHING DETAILS

SWITCH ROLLER PLATE RP-2-136

250

RP-2-136

RP-2-136

RE

F

63

SECTION

A

W/O ROLLER MACHINING DETAILS

SWITCH ROLLER PLATE RP-2-136

A

RE

F

1

2

3

BILL OF MATERIALS

ITEM DESCRIPTION

BURNED SWITCH POINT RISER PLATE FOR RP-2-136

SHOULDER, FORGED, TYPE 5, ANTI-OVERDRIVE

FLAT BAR, ASTM A36, 1" x 8" x 2’-4" LONG

NOTES:

DEBUR ALL THREADED HOLES

SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.

THE ENTIRE MACHINED SURFACE.

EQUIVALENT TO N9 AND N7 AND SHOULD TRAVERSE

SURFACE ROUGHNESS 250 AND 63 MICROINCH ARE

TOLERANCED METRIC DIMENSIONS AND THREADED HOLES.

USE IMPERIAL DIMENSIONS WITH THE EXCEPTION OF

STAMPED CLEARLY AS SHOWN.

I.D. CHARACTERS TO BE �" MINIMUM HEIGHT,

5.

4.

3.

2.

1.

3

21

�"(TYP)

�"3 SIDES

DETAIL A

(T

YP)

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

HDR

NTS

ES2800-97

ROLLER SCHWIHAG RP-2-136

SWITCH PLATE

Page 13: FORGED SHOULDER WELDING DETAIL C B SECTION C GUARD …€¦ · of mating parts (t y p) ( t y p) ( t y p) (typ) notes: a 2. 1. parts to be cast indented with text es2800-82. acceptable

1�" 1�"

7�"

4�"

8"

4�

"

7�"

8"

4�

"

4�"

3�"

1�

"

1�"

�"

�"

�"

�"

1�

"

�"

1�" 1�"

1"

1�

"

136 LB RE ’SUREFIT’

BRACE, BOLTLESS,

FOR BOLTLESS BRACE

WASHER, SERRATED

CLIP, PANDROL E2055

FLUSH HEAD HUCK BOLTS

STEEL PLATE FOR 90°

COUNTERSINK HOLES IN

PART NO LC-2R24

HUCK COLLAR

ASTM A325 SPEC

HARDENED STEEL FLAT WASHER

�" ID x 2" OD x �" THICK

STEEL PLATE

PLATES & �" DIA HOLES IN

�" DIA HOLES IN INSULATORPLATE �" x 8" x 7�"

"T" TYPE INSULATOR

STEEL PLATE

NO C50L90-BR24-28

90° FLUSH HEAD PART

�" DIA HUCKBOLT WITH

�" DIA (TYP)

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: 2:35:02 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\Common Standards\ES2800-99.dgn

ASSISTANT DIRECTOR: STANDARDS & DESIGN

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

SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY

TYPICAL BOLTLESS BRACE ASSEMBLY

RECESSED �" MAX.

HEAD OF HUCK BOLT

NOTE:

SEE INDIVIDUAL PLATE STANDARD

MATCHES PLATE THICKNESS,

PURCHASE PART NO GPI52P05

OR FIBERGLASS REINFORCED THERMOSET RESIN.

WITH BUSHINGS, PORTEC NO 127-07547-01

POLYESTER COATED STEEL CORE

SEE INDIVIDUAL PLATE STANDARD

PLATE THICKNESS VARIES,

INSULATION AT GAGE PLATES

GPI-77

INSULATED JOINT ASSEMBLY

GAGE PLATE

DETAIL OF INSULATION BLOCK

SID

ES

BO

TH

�"

�" �"(APPROX �" - �")

INTO OPENING

WRAP AROUND CORNER

3 SIDES

FORGED SHOULDER WELDING DETAIL

(TYP) (

TY

P)

- 1 OF 1

2800

XXXXREVISIONXX-XX-XXX

A. CARLOS

NTS

ES2800-99

MISCELLANEOUS DETAILS