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DISCLAIMER
SCRRA Engineering Standards are intended for SCRRA approved uses only. FOR NON-SCRRA APPROVED USES: SCRRA and its member agencies, directors, officers, employees and/or agents shall not be responsible for the accuracy or completeness of the data or information contained herein. The selection and use of these standards, while designed in accordance with generally accepted engineering principles and practices, is the sole responsibility of the user and should not be used without consulting a registered professional engineer. All warranties and representations of any kind are disclaimed. Anyone making use of this information agrees that it assumes all liability arising from such use. No part of these standards should be reproduced or distributed in any form or by any means without the prior written permission of SCRRA. All rights reserved.
Since revisions or additions to the engineering standards may occur at any time, the user agrees to indemnify, defend, by counsel satisfactory to SCRRA and Member Agency, and hold harmless SCRRA, Member Agencies, and Operating Railroad, and their respective officers, commissioners, employees, agents, successors and assigns. ("Indemnitees"), and each of them to the maximum extent allowed by law, from and against all loss, liability, claims, demands, suits, liens, claims of lien, damages (including incidental consequential damages), costs and expenses (including, without limitation, any fines, penalties, judgments, actual litigation expenses and experts' and actual attorneys' fees), that are incurred by or asserted against Indemnitees arising out of or connected in any manner with the user's use of outdated engineering standards. Updating the contents of the manual is a continued process, and revisions/replacements are issued periodically. Questions, comments, and proposed recommendations for changes may be sent to SCRRA at 2558 Supply Street, Pomona, CA 91767.
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
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
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
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
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
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
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
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
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.
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
�"
�"
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
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
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
�"
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
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
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
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
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