forged shoulder welding detail c b section c guard …€¦ · of mating parts (t y p) ( t y p) ( t...
TRANSCRIPT
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
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,
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
2°
3°
�" 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)
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
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,
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,
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,
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,
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,
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,
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
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
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