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DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:22 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2800-14.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
LH
HST
WSM
CONCRETE
POWER
MLSIDE TOSIDE
HST
CONCRETE
WSM
RH
POWER
MLSIDE TOSIDE
TURNOUT LAYOUT DRAWING NO 2805-01
DRAWING NO 2805-11
DRAWING NO 2805-31
DRAWING NO 2805-33
DRAWING NO 2805-41
DRAWING NO 2800-50
DRAWING NO 2805-61
SWITCH PACK
FROG PACK
GUARD RAIL MAINLINE
GUARD RAIL TURNOUT
INSULATED RAIL ASSEMBLY
INSULATED RAIL ASSEMBLY
RAIL
RAIL
RAIL
RAIL
SHIM TO REDUCE PLATE FLEXURE
TIE PAD PANDROL 69935R
INSULATION PANDROL NYLON 6790
PANDROL JOINT CLIP E2063
INSULATOR PANDROL NYLON HD10
E-CLIP PANDROL E2055
TIE PLATE PANDROL
SPRING WASHER DOUBLE COIL
WASHER FLAT
TIE SCREWS TIMBER
TIE SCREWS CONCRETE
LENGTH
LENGTH
LENGTH
LENGTH
LENGTH
LENGTH
2805-61
2800-50
2805-41
2805-35
2805-31
2805-13
2805-03
2805-62
2800-50
2805-42
2805-32
2805-30
2805-12
2805-02
2805-62
2800-50
2805-42
2805-34
2805-30
2805-14
2805-04
176
175
8
8
342
342
-
352
352
-
352
BILL OF MATERIALS & DRAWING NUMBERS
SCRRA NO 14 TURNOUT
-
-
-
-
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY 176
175
8
8
342
342
-
352
352
-
352
176
175
8
8
342
342
-
352
352
-
352
176
175
8
8
342
342
-
352
352
-
352
NO 14
CONCRETE TIE LAYOUT
HOLLOW STEEL TIE LAYOUT
ES2356
ES2355
ES2356
ES2356
ES2454
ES2362
ES2361
2@48’-11�"
40’-0"
3@38’-0"
2@30’-0"
49’-0�"
48’-10�"
2@48’-11�"
40’-0"
3@38’-0"
2@30’-0"
49’-0�"
48’-10�"
2@48’-11�"
40’-0"
3@38’-0"
2@30’-0"
49’-0�"
48’-10�"
2@48’-11�"
40’-0"
3@38’-0"
2@30’-0"
49’-0�"
48’-10�"
ML OR TO SIDE SW MACHINE OPERATION
POWER OR MANUAL
HST OR STANDARD TIES
CONCRETE OR TIMBER TIES
WSM OR RBM
HAND
FROG NUMBER
- 1 OF 1
2800
XXXXREVISIONXX-XX-XXX
A. CARLOS
NTS
ES2800-14
NO 14 TURNOUT
8’-6�"
1’-3�" TO VERTEX
26’-0" GUARD
13’-8� "
9’-3� "
6�
"
9�
"
3’-
2�
"
2’-
7�
"
2’-
0�
"
1’-
7�
"
1’-
2�
"
14’-6�"
�"
7’-
5�
"
8’-
2�
"
6’-
9"
13’-1�"
26’-0" GUARD
17’-1" TOE LENGTH 23’-1" HEEL LENGTH
40’-2" OVERALL LENGTH
4’-
8�
"
GA
UG
E
44’-6�" PS TO PI
29’-0"
111’-0�" ACTUAL LEAD
1’-3�"
1’-7�"
4’-
5�
"
4’-
6�
"
1:80 CANTED TIE
1620’-11" R
1:80 CANTED TIE
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:23 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-01.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265 G30-00265 G30-00265
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
BP1
BP1
P4 P4
P4
P4
BP2 BP2BP2 BP2
BP2
BP2
BP2
BP2
14-16RRC
14-17RRC
14-18RRC14-19RRC
14-20RC14-21RC
14-22RC
14-23RC
14-24RC
14-25RC
14-26RC
14-16RLC 14-17RLC 14-18RLC 14-19RLC
14-20RC14-21RC
14-22RC
14-23RC
14-24RC
14-25RC
14-26RC
BP2
BP2
RP-2-136
G10-08967NORTRAK
RP-2-136
G10-08967NORTRAK
RP-2-136
G10-08967NORTRAK
P4
P4
RP-2-136
G10-08967NORTRAK
G10-08966NORTRAK
RP-1-136
RP-1-136
G10-08966NORTRAK
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
G10-61206
G10-61203
1�" HVY HEX
G10-61206
G10-61201
1 2
G10-61206G10-61206
US P
AT # 6158698
B75-10001
HT-1
R-15-136/141
US P
AT # 6158698
B75-10003
HT-2
R-15-136/141
G4
0-
00
01
7
B99-89093
V30-60037
V45-00012
NUT W/COTTER SLOTTED 1" HEX
V30-60037
V45-00012
V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
G10-61209 G10-61201
L99-00666
1�" HVY HEX
BP1C
BP1C
SF14-136-50RC
SF14-136-51RC
SF14-136-52RC
SF14-136-64RC SF14-136-65RC SF14-136-66RC
U99-00511
U99-00511
U99-00511
SF14-136-55RC
U99-00511
SF14-136-62RC
ED
H
4�
"
96’-
11�
"
98’-
11�
"
10
0’-
11�
"
10
2’-
11�
"
10
4’-
11�
"
10
6’-
11�
"
10
8’-
11�
"
110’-
11�
"
112’-
11�
"
114’-
11�
"
116’-
11�
"
118’-
11�
"
12
0’-
11�
"
12
2’-
11�
"
12
4’-
11�
"
12
6’-
11�
"
12
8’-
11�
"
13
0’-
11�
"
13
2’-
11�
"
13
4’-
11�
"
13
6’-
11�
"
13
8’-
11�
"
14
0’-
11�
"
14
2’-
11�
"
14
4’-
11�
"
14
6’-
11�
"
14
8’-
11�
"
15
0’-
11�
"
15
2’-
11�
"
15
4’-
11�
"
15
6’-
11�
"
15
8’-
11�
"
16
0’-
11�
"
16
2’-
11�
"
4’-
2�
"
6’-
2�
"
8’-
2�
"
10’-
2�
"
12’-
2�
"
14’-
2�
"
16’-
2�
"
18’-
2�
"
20’-
2�
"
22’-
2�
"
24’-
2�
"
26’-
2�
"
28’-
2�
"
30’-
2�
"
32’-
2�
"
34’-
2�
"
36’-
2�
"
38’-
2�
"
40’-
2�
"
42’-
2�
"
44’-
2�
"
46’-
2�
"
48’-
2�
"
50’-
2�
"
52’-
2�
"
54’-
2�
"
56’-
2�
"
58’-
2�
"
60’-
2�
"
62’-
2�
"
64’-
2�
"
66’-
2�
"
68’-
2�
"
70’-
2�
"
72’-
2�
"
74’-
2�
"
76’-
2�
"
78’-
2�
"
80’-
1�
"
81’-
11�
"
83’-
9�
"
85’-
7�
"
87’-
5�
"
89’-
3�
"
91’-
1�
"
92’-
11�
"
94’-
11�
"
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3332 34 35 36 37 38 39 40 4142434445464748 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 839
8765
43
21
0
29’-
0"
39’-
0"
49’-
0"
59’-
0"
69’-
0"
79’-
0"
89’-
0"
40’-0" 38’-0"
30’-0"
30’-0"
38’-0"
38’-0"
51’-8" STOCK RAIL
45’-0" POINT
45’-0" POINT
5
6
4
23
48’-11�"
13
9’-
0"
14
9’-
0"
15
9’-
0"
TURNOUT DATA
1
1
1
1
1
1
3
1
2
4
5
6
7
8
9
1
2
3
1
8
11
12
14
15
16
17
18
19
8
13
20210
352
352
352
342
342
175
176
FROG PACK, NO 14-136 LB RE WSM, LH
INSULATED RAIL ASSEMBLY, 48’-10�" C/W BONDED INSULATED JOINT
INSULATED RAIL ASSEMBLY, 49’-0�" C/W BONDED INSULATED JOINT
TIE SCREW, CONCRETE �" DIA X 6" HEX HEAD
SPRING WASHER, DOUBLE COIL (Fe6)
INSULATOR PANDROL FEATURES BASE HOLDOWN NYLON HD-10
INSULATION, PANDROL NYLON 6790
TIE PAD PANDROL 6993SR
SHIM, TO REDUCE PLATE FLEXURE
BC
EC
PS
�"
PT
SP
RE
AD
HE
EL
2805-11
2805-41
2800-50
2805-61
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
DRILLED RAIL, 136 LB RE, 30’-0" LONG
DRILLED RAIL, 136 LB RE, 38’-0" LONG
DRILLED RAIL, 136 LB RE, 40’-0" LONG
DRILLED RAIL, 136 LB RE, 48’-11�" LONG
CLIP PANDROL E2055
CLIP PANDROL E2063
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", STRAIGHT
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", LH 2805-31
34’-10"
57’-8" STOCK RAIL
16’-2� "
32’-10"
14’-0� "
48’-11�"
CONCRETE TIE SET, 0-83 + (3) 1:80 TIES, PLATE PADS, PIM INSERTS, LH
SWITCH PACK, NO 14-136 LB RE MODIFIED TANGENTIAL, LH, HST
TO VERTEX
2’-
2"
PS
1
WASHER FLAT �" TYPE A NARROW �" X 1�" X 0.134"
NOTES:
8.
7.
6.
5.
4.
3.
2.
1.
= INSULATED JOINT = WELDED JOINT
SCHWIHAG ROLLERS TO BE INSTALLED AND ADJUSTED IN THE FIELD.
TIGHTEN TIE SCREW WITH DOUBLE COIL SPRING WASHER IN PLACE.
ALL LENGTHS SHALL INCLUDE 1’-9" FROM TIE ENDS TO RAIL CENTERLINE, EXCEPT AS NOTED AND 1:80 CANTED TIES.
SWITCH MACHINE AND MACHINE PLATE (NIC) MUST BE COORDINATED WITH SCRRA.
GUARD RAILS ARE RAISED 1" AND FORM A 1�" FLANGEWAY.
RAIL LENGTHS ALLOW �" GAP BETWEEN RAIL JOINTS FOR WELDING.
ALL RAILS SHALL HAVE IDENTIFICATION COLOR CODE PAINTED ON WEB, CLEAR OF JOINT AREA.
25 MPH FREIGHT @ 2" UNBALANCE
35 MPH PASSENGER @ 3" UNBALANCE
DESIGN SPEEDS
3°32’07" DEGREE OF CURVE:
1620’-11" CENTERLINE RADIUS:
CLOSURE AREA
ACTUAL LEAD: 111’-0�"
THROW AT ROD #1: 4�"
THICKNESS AT POINT: �"
0°29’50" ENTRY ANGLE:
1’-3�" VERTEX DISTANCE:
45’-0" LENGTH OF POINTS:
SWITCH
40’-2" TOTAL LENGTH:
23’-1" HEEL LENGTH:
17’-1" TOE LENGTH:
FROG
CO
NT
RO
LL
ER
U-
5
CIR
CUIT
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-01HST, SWITCH MACHINE ON MAINLINE SIDE
NO 14-136 LB RE LH WSM FROG TURNOUT
TURNOUT LAYOUT
C
26’-0" GUARD
13’-8� "
9’-3� "
�"
7’-
5�
"
8’-
2�
"
6’-
9"
1620’-11" R
4’-
5�
"
14’-6�"
8’-6�"
1’-3�" TO VERTEX
1’-3�" TO VERTEX
44’-6�" PS TO PI
3’-
2�
"
2’-
7�
"
2’-
0�
"
1’-
7�
"
1’-
2�
"
9�
"
6�
"
40’-2" OVERALL LENGTH
17’-1" TOE LENGTH 23’-1" HEEL LENGTH
26’-0" GUARD
13’-1�"
29’-0"
111’-0�" ACTUAL LEAD
1’-7�"
1:80 CANTED TIE
4’-
6�
"
4’-
8�
"
GA
UG
E
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:25 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-02.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
1
1
1
1
1
1
3
1
2
4
5
6
7
8
9
1
2
3
-
-
-
-
-
1
8
11
12
14
15
16
17
18
19
8
13
210 - 20
INSULATED RAIL ASSEMBLY, 48’-10�" C/W BONDED INSULATED JOINT
TIE SCREW, CONCRETE �" DIA x 6" HEX HEAD
SPRING WASHER, DOUBLE COIL (Fe6)
INSULATION, PANDROL NYLON 6790
TIE PAD PANDROL 6993SR
SHIM, TO REDUCE PLATE FLEXURE
352
352
352
342
342
175
176
-
-
-
-
-
-
-
-
-
G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265 G30-00265 G30-00265
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
BP1
BP1
P4 P4
P4
P4
BP2 BP2BP2 BP2
BP2
BP2
BP2
BP2
14-16RRC
14-17RRC
14-18RRC14-19RRC
14-20RC14-21RC
14-22RC
14-23RC
14-24RC
14-25RC
14-26RC
14-16RLC 14-17RLC 14-18RLC 14-19RLC
14-20RC14-21RC
14-22RC
14-23RC
14-24RC
14-25RC
14-26RC
BP2
BP2
RP-2-136
G10-08967NORTRAK
RP-2-136
G10-08967NORTRAK
RP-2-136
G10-08967NORTRAK
P4
P4
RP-2-136
G10-08967NORTRAK
G10-08966NORTRAK
RP-1-136
RP-1-136
G10-08966NORTRAK
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
G10-61206
G10-61203
1�" HVY HEX
G10-61206
G10-61201
1 2
G10-61206G10-61206
US P
AT # 6158698
B75-10001
HT-1
R-15-136/141
US P
AT # 6158698
B75-10003
HT-2
R-15-136/141
G4
0-
00
01
7
B99-89093
V30-60037
V45-00012
NUT W/COTTER SLOTTED 1" HEX
V30-60037
V45-00012
V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
G10-61209 G10-61201
L99-00666
1�" HVY HEX
BP1C
BP1C
SF14-136-50RC
SF14-136-51RC
SF14-136-52RC
SF14-136-64RC SF14-136-65RC SF14-136-66RC
U99-00511
U99-00511
U99-00511
SF14-136-55RC
U99-00511
SF14-136-62RC
ED
H
4�
"
96’-
11�
"
98’-
11�
"
10
0’-
11�
"
10
2’-
11�
"
10
4’-
11�
"
10
6’-
11�
"
10
8’-
11�
"
110’-
11�
"
112’-
11�
"
114’-
11�
"
116’-
11�
"
118’-
11�
"
12
0’-
11�
"
12
2’-
11�
"
12
4’-
11�
"
12
6’-
11�
"
12
8’-
11�
"
13
0’-
11�
"
13
2’-
11�
"
13
4’-
11�
"
13
6’-
11�
"
13
8’-
11�
"
14
0’-
11�
"
14
2’-
11�
"
14
4’-
11�
"
14
6’-
11�
"
14
8’-
11�
"
15
0’-
11�
"
15
2’-
11�
"
15
4’-
11�
"
15
6’-
11�
"
15
8’-
11�
"
16
0’-
11�
"
16
2’-
11�
"
4’-
2�
"
6’-
2�
"
8’-
2�
"
10’-
2�
"
12’-
2�
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14’-
2�
"
16’-
2�
"
18’-
2�
"
20’-
2�
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22’-
2�
"
24’-
2�
"
26’-
2�
"
28’-
2�
"
30’-
2�
"
32’-
2�
"
34’-
2�
"
36’-
2�
"
38’-
2�
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40’-
2�
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42’-
2�
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44’-
2�
"
46’-
2�
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48’-
2�
"
50’-
2�
"
52’-
2�
"
54’-
2�
"
56’-
2�
"
58’-
2�
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60’-
2�
"
62’-
2�
"
64’-
2�
"
66’-
2�
"
68’-
2�
"
70’-
2�
"
72’-
2�
"
74’-
2�
"
76’-
2�
"
78’-
2�
"
80’-
1�
"
81’-
11�
"
83’-
9�
"
85’-
7�
"
87’-
5�
"
89’-
3�
"
91’-
1�
"
92’-
11�
"
94’-
11�
"
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3332 34 35 36 37 38 39 40 4142434445464748 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 839
8765
43
21
0
�"
POIN
T
SP
RE
AD
HE
EL
29’-
0"
39’-
0"
49’-
0"
59’-
0"
69’-
0"
79’-
0"
89’-
0"
34’-10"
32’-10"
40’-0" 38’-0"
30’-0"
30’-0"
38’-0"
38’-0"
48’-11�"
57’-8" STOCK RAIL
45’-0" POINT
45’-0" POINT
51’-8" STOCK RAIL
5
6
4
23
CO
NT
RO
LL
ER
16’-2� "
48’-11�"14’-0� "
13
9’-
0"
14
9’-
0"
15
9’-
0"
BC
PS
EC
2805-12
2805-42
2800-50
2805-62 2805-30
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
CLIP PANDROL E2055
CLIP PANDROL E2063
FROG PACK, NO 14-136 LB RE WSM, RH
DRILLED RAIL, 136 LB RE, 30’-0" LONG
DRILLED RAIL, 136 LB RE, 38’-0" LONG
DRILLED RAIL, 136 LB RE, 40’-0" LONG
INSULATOR PANDROL FEATURES BASE HOLDOWN NYLON HD-10
SWITCH PACK, NO 14-136 LB RE MODIFIED TANGENTIAL, RH, HST
INSULATED RAIL ASSEMBLY, 49’-0�" C/W BONDED INSULATED JOINT
DRILLED RAIL, 136 LB RE, 48’-11�" LONG
CONCRETE TIE SET, 0-83 + (3) 1:80 TIES, PLATE PADS, PIM INSERTS, RH
1
PS
2’-
2"
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", STRAIGHT
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", RH
TURNOUT DATA
NOTES:
8.
7.
6.
5.
4.
3.
2.
1.
= INSULATED JOINT = WELDED JOINT
SCHWIHAG ROLLERS TO BE INSTALLED AND ADJUSTED IN THE FIELD.
TIGHTEN TIE SCREW WITH DOUBLE COIL SPRING WASHER IN PLACE.
ALL LENGTHS SHALL INCLUDE 1’-9" FROM TIE ENDS TO RAIL CENTERLINE, EXCEPT AS NOTED AND 1:80 CANTED TIES.
SWITCH MACHINE AND MACHINE PLATE (NIC) MUST BE COORDINATED WITH SCRRA.
GUARD RAILS ARE RAISED 1" AND FORM A 1�" FLANGEWAY.
RAIL LENGTHS ALLOW �" GAP BETWEEN RAIL JOINTS FOR WELDING.
ALL RAILS SHALL HAVE IDENTIFICATION COLOR CODE PAINTED ON WEB, CLEAR OF JOINT AREA.
25 MPH FREIGHT @ 2" UNBALANCE
35 MPH PASSENGER @ 3" UNBALANCE
DESIGN SPEEDS
3°32’07" DEGREE OF CURVE:
1620’-11" CENTERLINE RADIUS:
CLOSURE AREA
ACTUAL LEAD: 111’-0�"
THROW AT ROD #1: 4�"
THICKNESS AT POINT: �"
0°29’50" ENTRY ANGLE:
1’-3�" VERTEX DISTANCE:
45’-0" LENGTH OF POINTS:
SWITCH
40’-2" TOTAL LENGTH:
23’-1" HEEL LENGTH:
17’-1" TOE LENGTH:
FROG
WASHER FLAT � TYPE A NARROW �" x 1�" x 0.134"
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-02HST, SWITCH MACHINE ON MAINLINE SIDE
NO 14-136 LB RE RH WSM FROG TURNOUT
TURNOUT LAYOUT
CU-
5
CIR
CUIT
1:8
0
CA
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TIE
8’-6�"
14’-6�"
26’-0" GUARD
9’-3� "
13’-8� "
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17’-1" TOE LENGTH 23’-1" HEEL LENGTH
13’-1�"
26’-0" GUARD6�
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9�
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1’-
2�
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1’-
7�
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2’-
7�
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3’-
2�
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6’-
9"
7’-
5�
"
8’-
2�
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44’-6�" PS TO PI
4’-
5�
"
29’-0"
1’-7�"
1’-3�"
2’-
0�
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111’-0�" ACTUAL LEAD
1:80 CANTED TIE
4’-
8�
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4’-
6�
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1:80 CANTED TIE
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:26 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-03.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00265 G30-00265 G30-00265
G30-00273
G30-00273
P4
BP1
BP1
P4 P4
P4
P4
BP2 BP2 BP2BP2 BP2
BP2
BP2
BP2
BP2
14-16RRC
14-17RRC
14-18RRC14-19RRC
14-20RC14-21RC
14-22RC
14-23RC
14-24RC
14-25RC
14-26RC
14-16RLC 14-17RLC 14-18RLC 14-19RLC
14-20RC14-21RC
14-22RC
14-23RC
14-24RC
14-25RC
14-26RC
BP2
RP-2-136
G10-08967NORTRAK
RP-2-136
G10-08967NORTRAK
RP-1-136
G10-08966NORTRAK
P4
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RP-2-136
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RP-1-136
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1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
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US P
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G4
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B99-89093
V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012V45-00012
NUT W/COTTER SLOTTED 1" HEX
V30-60037
V45-00012
V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
G10-61209 G10-61201
L99-00666 US
PT
#
61
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G10-61206
G10-61201
US
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G10-61206
G10-61203
HT-
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14-
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HT-
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14-
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HT-1
RR-14-136
HT-2
RR-14-136
US P
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# 6158698
SF14-136-50RC
SF14-136-51RC
SF14-136-52RC
SF14-136-64RC SF14-136-65RC SF14-136-66RC
U99-00511
U99-00511
U99-00511
SF14-136-55RC
U99-00511
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ED
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4�
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96’-
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98’-
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112’-
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114’-
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116’-
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118’-
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14’-
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16’-
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18’-
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20’-
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22’-
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24’-
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26’-
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28’-
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30’-
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32’-
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34’-
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36’-
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38’-
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40’-
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42’-
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44’-
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46’-
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48’-
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50’-
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52’-
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54’-
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56’-
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58’-
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60’-
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62’-
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64’-
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66’-
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68’-
2�
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70’-
2�
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72’-
2�
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74’-
2�
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76’-
2�
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78’-
2�
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80’-
1�
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81’-
11�
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83’-
9�
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85’-
7�
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87’-
5�
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89’-
3�
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91’-
1�
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92’-
11�
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94’-
11�
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0 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41424344 45 4647 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 8382
4
26
5
1
3
57’-8" STOCK RAIL
45’-0" POINT
51’-8" STOCK RAIL
29’-
0"
39’-
0"
49’-
0"
59’-
0"
69’-
0"
79’-
0"
89’-
0"
16’-2� "
48’-11�"
34’-10"
32’-10"
40’-0"
38’-0"
38’-0"
30’-0"
30’-0"
38’-0"
13
9’-
0"
14
9’-
0"
15
9’-
0"
48’-11�"
1
1
1
1
1
1
3
1
2
4
5
6
7
8
9
1
2
3
1
8
11
12
14
15
16
17
18
19
8
13
20210
352
352
352
342
342
175
176
FROG PACK, NO 14-136 LB RE WSM, LH
INSULATED RAIL ASSEMBLY, 48’-10�" C/W BONDED INSULATED JOINT
INSULATED RAIL ASSEMBLY, 49’-0�" C/W BONDED INSULATED JOINT
TIE SCREW, CONCRETE �" DIA X 6" HEX HEAD
SPRING WASHER, DOUBLE COIL (Fe6)
INSULATOR PANDROL FEATURES BASE HOLDOWN NYLON HD-10
INSULATION, PANDROL NYLON 6790
TIE PAD PANDROL 6993SR
SHIM, TO REDUCE PLATE FLEXURE
BC
PS
�"
PT
EC
45’-0" POINT
SP
RE
AD
HE
EL
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
DRILLED RAIL, 136 LB RE, 30’-0" LONG
DRILLED RAIL, 136 LB RE, 38’-0" LONG
DRILLED RAIL, 136 LB RE, 40’-0" LONG
DRILLED RAIL, 136 LB RE, 48’-11�" LONG
CLIP PANDROL E2055
CLIP PANDROL E2063
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", STRAIGHT -
-
-
-
-
-
-
-
-
2805-13
2805-41
2800-50
2805-61
-
-
-
-
-
-
2805-31
SWITCH PACK, NO 14-136 LB RE MODIFIED TANGENTIAL, LH, HST
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", LH
PS
2’-
2"
TO VERTEX
14’- 0� "
CONCRETE TIE SET, 0-83 + (3) 1:80 TIES, PLATE PADS, PIM INSERTS, LH
WASHER FLAT �" TYPE A NARROW �" X 1�" X 0.134"
NOTES:
8.
7.
6.
5.
4.
3.
2.
1.
= INSULATED JOINT = WELDED JOINT
SCHWIHAG ROLLERS TO BE INSTALLED AND ADJUSTED IN THE FIELD.
TIGHTEN TIE SCREW WITH DOUBLE COIL SPRING WASHER IN PLACE.
ALL LENGTHS SHALL INCLUDE 1’-9" FROM TIE ENDS TO RAIL CENTERLINE, EXCEPT AS NOTED AND 1:80 CANTED TIES.
SWITCH MACHINE AND MACHINE PLATE (NIC) MUST BE COORDINATED WITH SCRRA.
GUARD RAILS ARE RAISED 1" AND FORM A 1�" FLANGEWAY.
RAIL LENGTHS ALLOW �" GAP BETWEEN RAIL JOINTS FOR WELDING.
ALL RAILS SHALL HAVE IDENTIFICATION COLOR CODE PAINTED ON WEB, CLEAR OF JOINT AREA.
TURNOUT DATA
THROW AT ROD #1: 4�"
THICKNESS AT POINT: �"
0°29’50" ENTRY ANGLE:
1’-3�" VERTEX DISTANCE:
45’-0" LENGTH OF POINTS:
SWITCH
40’-2" TOTAL LENGTH:
23’-1" HEEL LENGTH:
17’-1" TOE LENGTH:
FROG
25 MPH FREIGHT @ 2" UNBALANCE
35 MPH PASSENGER @ 3" UNBALANCE
DESIGN SPEEDS
3°32’07" DEGREE OF CURVE:
1620’-11" CENTERLINE RADIUS:
CLOSURE AREA
ACTUAL LEAD: 111’-0�"
1
CO
NT
RO
LL
ER
U-
5
CIR
CUIT
C
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-03HST, SWITCH MACHINE ON TURNOUT SIDE
NO 14-136 LB RE LH WSM FROG TURNOUT
TURNOUT LAYOUT
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6�
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9�
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1’-
2�
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1’-
7�
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2’-
0�
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2’-
7�
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3’-
2�
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4’-
5�
"
8’-6�"
14’-6�"
1’-3�" TO VERTEX
44’-6�" PS TO PI
40’-2" OVERALL LENGTH
17’-1" TOE LENGTH 23’-1" HEEL LENGTH
26’-0" GUARD
13’-1�"
26’-0" GUARD
13’-8� "
9’-3� "
8’-
2�
"
6’-
9"
7’-
5�
"
29’-0"
4’-
6�
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1’-7�"
111’-0�" ACTUAL LEAD
1’-3�"
1:80 CANTED TIE
1620’-11" R
4’-
8�
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GA
UG
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DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:28 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-04.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265G30-00265
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00273
G30-00265 G30-00265 G30-00265
G30-00273
G30-00273
P4
BP1
BP1
P4 P4
P4
P4
BP2 BP2 BP2BP2 BP2
BP2
BP2
BP2
BP2
14-16RRC
14-17RRC
14-18RRC14-19RRC
14-20RC14-21RC
14-22RC
14-23RC
14-24RC
14-25RC
14-26RC
14-16RLC 14-17RLC 14-18RLC 14-19RLC
14-20RC14-21RC
14-22RC
14-23RC
14-24RC
14-25RC
14-26RC
BP2
RP-2-136
G10-08967NORTRAK
RP-2-136
G10-08967NORTRAK
RP-1-136
G10-08966NORTRAK
P4
RP-2-136
G10-08967NORTRAK
RP-2-136
G10-08967NORTRAK
P4
G10-08966NORTRAK
RP-1-136
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
G10-61206G10-61206
US P
AT # 6158698
G4
0-
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B99-89093
V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012V45-00012
NUT W/COTTER SLOTTED 1" HEX
V30-60037
V45-00012
V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
G10-61209 G10-61201
L99-00666
US
PT
#
61
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US P
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# 6158698
SF14-136-50RC
SF14-136-51RC
SF14-136-52RC
SF14-136-64RC SF14-136-65RC SF14-136-66RC
U99-00511
U99-00511
U99-00511
SF14-136-55RC
U99-00511
SF14-136-62RC
ED
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0’-
11�
"
14
2’-
11�
"
14
4’-
11�
"
14
6’-
11�
"
14
8’-
11�
"
15
0’-
11�
"
15
2’-
11�
"
15
4’-
11�
"
15
6’-
11�
"
15
8’-
11�
"
16
0’-
11�
"
16
2’-
11�
"
4’-
2�
"
6’-
2�
"
8’-
2�
"
10’-
2�
"
12’-
2�
"
14’-
2�
"
16’-
2�
"
18’-
2�
"
20’-
2�
"
22’-
2�
"
24’-
2�
"
26’-
2�
"
28’-
2�
"
30’-
2�
"
32’-
2�
"
34’-
2�
"
36’-
2�
"
38’-
2�
"
40’-
2�
"
42’-
2�
"
44’-
2�
"
46’-
2�
"
48’-
2�
"
50’-
2�
"
52’-
2�
"
54’-
2�
"
56’-
2�
"
58’-
2�
"
60’-
2�
"
62’-
2�
"
64’-
2�
"
66’-
2�
"
68’-
2�
"
70’-
2�
"
72’-
2�
"
74’-
2�
"
76’-
2�
"
78’-
2�
"
80’-
1�
"
81’-
11�
"
83’-
9�
"
85’-
7�
"
87’-
5�
"
89’-
3�
"
91’-
1�
"
92’-
11�
"
94’-
11�
"
0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4041 42434445464748 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 8382
4
26
5
1
3
57’-8" STOCK RAIL
�"
POIN
T
29’-
0"
39’-
0"
49’-
0"
59’-
0"
69’-
0"
79’-
0"
89’-
0"
16’-2� "
48’-11�"14’-0� "
34’-10"
32’-10"
40’-0"
38’-0"
38’-0"
30’-0"
30’-0"
38’-0"
13
9’-
0"
14
9’-
0"
15
9’-
0"
48’-11�"
1
1
1
1
1
1
3
1
2
4
5
6
7
8
9
1
2
3
-
-
-
-
-
1
8
11
12
14
15
16
17
18
19
8
13
210 - 20
INSULATED RAIL ASSEMBLY, 48’-10�" C/W BONDED INSULATED JOINT
TIE SCREW, CONCRETE �" DIA x 6" HEX HEAD
SPRING WASHER, DOUBLE COIL (Fe6)
INSULATION, PANDROL NYLON 6790
TIE PAD PANDROL 6993SR
SHIM, TO REDUCE PLATE FLEXURE
352
352
352
342
342
175
176
-
-
-
-
-
-
-
-
-
51’-8" STOCK RAIL
45’-0" POINT
45’-0" POINT
SP
RE
AD
HE
EL
BC
PS
EC
2805-14
2805-42
2800-50
2805-62
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
CLIP PANDROL E2055
CLIP PANDROL E2063
FROG PACK, NO 14-136 LB RE WSM, RH
DRILLED RAIL, 136 LB RE, 38’-0" LONG
DRILLED RAIL, 136 LB RE, 40’-0" LONG
DRILLED RAIL, 136 LB RE, 30’-0" LONG
INSULATOR PANDROL FEATURES BASE HOLDOWN NYLON HD-10
2805-30
PS
2’-
2"
TO VERTEX
SWITCH PACK, NO 14-136 LB RE MODIFIED TANGENTIAL, RH, HST
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", STRAIGHT
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LONG, 136 LB RE RAISED 1", RH
INSULATED RAIL ASSEMBLY, 49’-0�" C/W BONDED INSULATED JOINT
DRILLED RAIL, 136 LB RE, 48’-11�" LONG
CONCRETE TIE SET, 0-83 + (3) 1:80 TIES, PLATE PADS, PIM INSERTS, RH
WASHER FLAT �" TYPE A NARROW �" x 1�" x 0.134"
NOTES:
8.
7.
6.
5.
4.
3.
2.
1.
= INSULATED JOINT = WELDED JOINT
SCHWIHAG ROLLERS TO BE INSTALLED AND ADJUSTED IN THE FIELD.
TIGHTEN TIE SCREW WITH DOUBLE COIL SPRING WASHER IN PLACE.
ALL LENGTHS SHALL INCLUDE 1’-9" FROM TIE ENDS TO RAIL CENTERLINE, EXCEPT AS NOTED AND 1:80 CANTED TIES.
SWITCH MACHINE AND MACHINE PLATE (NIC) MUST BE COORDINATED WITH SCRRA.
GUARD RAILS ARE RAISED 1" AND FORM A 1�" FLANGEWAY.
RAIL LENGTHS ALLOW �" GAP BETWEEN RAIL JOINTS FOR WELDING.
ALL RAILS SHALL HAVE IDENTIFICATION COLOR CODE PAINTED ON WEB, CLEAR OF JOINT AREA.
TURNOUT DATA
THROW AT ROD #1: 4�"
THICKNESS AT POINT: �"
0°29’50" ENTRY ANGLE:
1’-3�" VERTEX DISTANCE:
45’-0" LENGTH OF POINTS:
SWITCH
40’-2" TOTAL LENGTH:
23’-1" HEEL LENGTH:
17’-1" TOE LENGTH:
FROG
25 MPH FREIGHT @ 2" UNBALANCE
35 MPH PASSENGER @ 3" UNBALANCE
DESIGN SPEEDS
3°32’07" DEGREE OF CURVE:
1620’-11" CENTERLINE RADIUS:
CLOSURE AREA
ACTUAL LEAD: 111’-0�"
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
U-
5
CIR
CUIT
CO
NT
RO
LL
ER
C
HDR
NTS
ES2805-04HST, SWITCH MACHINE ON TURNOUT SIDE
NO 14-136 LB RE RH WSM FROG TURNOUT
TURNOUT LAYOUT
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 3:53:29 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-11.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
BP2
RP-2-136
RP-2-136
RP-2-136
RP-2-136
P4
RP-1-136
G4
0-
00
01
7
B99-89093
P 38250
P 38250
P 38250
P 38250
BP1
BP1
P4 P4
P4
P4
BP2 BP2BP2 BP2
BP2
BP2
BP2
BP2
14-25RC
14-26RC
BP2
14-26LC
14-25LC
14-24LC
14-23LC
14-22LC
14-21LC14-20LC
14-19LLC14-18LLC
14-17LL
14-16LLC
14-16LRC 14-17LRC 14-18LRC 14-19LRC
14-20LC14-21LC
14-22LC
14-23LC
14-24LC
P4RP-1-136
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1 2
US P
AT # 6158698
US P
AT # 6158698
BP
1C-
13
6
RP-
2-
13
6
P4
C-
13
6
BP
2C-
13
6
RP-
2-
13
6
BP
2C-
13
6
BP
2C-
13
6
RP-
1-
13
6
BP
2C-
13
6
P4
C-
13
6
BP
2C-
13
6
P4
C-
13
6
14-
16
LR
C
14-
17
LR
C
14-
18
LR
C
14-
19
LR
C
14-
20
LC
14-
21L
C
14-
22
LC
14-
23
LC
14-
24
LC
14-
25
LC
14-
26
LC
14-
26
LC
14-
25
LC
14-
24
LC
14-
23
LC
14-
22
LC
14-
21L
C
14-
20
LC
14-
19
LL
C
14-
18
LL
C
14-
17
LL
C
14-
16
LL
C
P4
C-
13
6
BP
2C-
13
6
P4
C-
13
6
BP
2C-
13
6
RP-
1-
13
6
BP
2C-
13
6
BP
2C-
13
6
RP-
2-
13
6
BP
2C-
13
6
RP-
2-
13
6
P4
C-
13
6
BP
1C-
13
6
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1
1
1
1
1
2
10
6
2
4
1
1
1
1
1
16
17
18
19
20
21
22
23
24
-
26
27
28
29
30
31
25
1
1
1
2
2
2
2
2
2
2
2
2
2
98
16
16
SWITCH PLATE (14-19LLC)
SWITCH PLATE (14-19LRC)
SWITCH PLATE (14-20LC)
SWITCH PLATE (14-23LC)
WASHER, SERRATED FOR BOLTLESS BRACE
ROLLER SCHWIHAG, SINGLE
ROLLER SCHWIHAG, DOUBLE
ROLLER SCHWIHAG, TRIPLE
SWITCH PLATE (14-18LLC)
SWITCH PLATE (14-17LRC)
SWITCH PLATE (14-17LLC)
SWITCH PLATE (14-16LRC)
SWITCH PLATE (14-16LLC)
SWITCH PLATE, ROLLER SCHWIHAG RP-2-136
SWITCH PLATE, ROLLER SCHWIHAG RP-1-136
SWITCH PLATE (BP2C-136)
SWITCH PLATE (BP1C-136)
HOLLOW SWITCH TIE & RODDING ASSEMBLY SWITCH PLATE (14-18LRC)
293031
3
24
5
1
-
ES2805-33
ES2805-21
ES2805-22
ES2805-25
ES2805-26
ES2800-80
ES2800-80
ES2800-96
ES2800-97
ES2800-80
ES2805-81
ES2805-81
ES2805-81
ES2805-81
ES2805-81
ES2805-81
ES2805-82
ES2805-83
ES2805-83
ES2805-83
ES2805-82
ES2805-82
ES2805-82
ES2805-82
ES2805-82
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
BRACE, BOLTLESS, 136 LB RE ’SUREFIT’
NOTES:
-
RAIS
ED
�"
RAIS
ED
�"
RAIS
ED
�"
RAIS
ED
�"
RAIS
ED
0"
CLIP, PANDROL, E2055
2.
1.
WHEN INSTALLING INTO LAYOUT.
DETAIL FOR EACH ROD LOCATION. MODIFY SPREADS AS NECESSARY
SWITCH RODS SHALL BE PREADJUSTED TO DIMENSIONS SHOWN IN
SEE DRAWING ES2805-31 FOR TIE LOCATION DIMENSIONS.
SAMSON STOCK RAIL, 51’-8" LONG, CURVED, LH
SAMSON STOCK RAIL, 57’-8" LONG, STRAIGHT, RH
-
-
-
SAMSON POINT, 45’-0" LONG, UR MANG TIP, STRAIGHT, LH
SAMSON POINT, 45’-0" LONG, UR MANG TIP, CURVED, RH
26
27
28
BRACE ASSEMBLY
TYPICAL BOLTLESS
SWITCH PLATE (P4C-136)
SWITCH PLATE (14-21LC)
SWITCH PLATE (14-22LC)
SWITCH PLATE (14-24LC)
SWITCH PLATE (14-25LC)
SWITCH PLATE (14-26LC)
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-11SWITCH MACHINE ON MAINLINE SIDE
HOLLOW STEEL TIES,
NO 14-136 LB RE LH SWITCH PACK,
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 3:53:30 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-12.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
RP-2-136
G10-08967NORTRAK
RP-2-136
G10-08967NORTRAK
RP-2-136
G10-08967NORTRAK
RP-2-136
G10-08967NORTRAK
G10-08966NORTRAK
RP-1-136
G10-08966NORTRAK
G4
0-
00
01
7
B99-89093
BP1
BP1
P4 P4
P4
P4
BP2 BP2BP2 BP2
BP2
BP2
BP2
BP2
14-16RRC
14-17RRC
14-18RRC14-19RRC
14-20RC14-21RC
14-22RC
14-23RC
14-24RC
14-25RC
14-26RC
14-16RLC 14-17RLC 14-18RLC 14-19RLC
14-20RC14-21RC
14-22RC
14-23RC
14-24RC
14-25RC
14-26RC
BP2
BP2
P4
P4
RP-1-136
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
G10-61206
G10-61203
1�" HVY HEX
G10-61206
G10-61201
1 2
G10-61206G10-61206
US P
AT # 6158698
B75-10001
HT-1
R-15-136/141
US P
AT # 6158698
B75-10003
HT-2
R-15-136/141
G10-61209 G10-61201
L99-00666
1�" HVY HEX
27
4 2
1
5
31 30 29
SWITCH PLATE (14-18RRC)
SWITCH PLATE (14-19RLC)
SWITCH PLATE (14-19RRC)
SWITCH PLATE (14-20RC)
SWITCH PLATE (14-21RC)
SWITCH PLATE (14-22RC)
SWITCH PLATE (14-23RC)
SWITCH PLATE (14-24RC)
SWITCH PLATE (14-25RC)
SWITCH PLATE (14-26RC)
WASHER, SERRATED FOR BOLTLESS BRACE
ROLLER SCHWIHAG, SINGLE
ROLLER SCHWIHAG, DOUBLE
ROLLER SCHWIHAG, TRIPLE
HOLLOW SWITCH TIE & RODDING ASSEMBLY
SWITCH PLATE (BP1C-136)
SWITCH PLATE (BP2C-136)
SWITCH PLATE (P4C-136)
SWITCH PLATE, ROLLER SCHWIHAG RP-1-136
SWITCH PLATE, ROLLER SCHWIHAG RP-2-136
SWITCH PLATE (14-16RRC)
SWITCH PLATE (14-17RLC)
SWITCH PLATE (14-17RRC)
SWITCH PLATE (14-18RLC)
SWITCH PLATE (14-16RLC)
BP
1C-
13
6
RP-
2-
13
6
P4
C-
13
6
BP
2C-
13
6
RP-
2-
13
6
BP
2C-
13
6
BP
2C-
13
6
RP-
1-
13
6
BP
2C-
13
6
P4
C-
13
6
BP
2C-
13
6
P4
C-
13
6
14-
16
RR
C
14-
17
RR
C
14-
18
RR
C
14-
19
RR
C
14-
20
RC
14-
21
RC
14-
22
RC
14-
26
RC
14-
25
RC
14-
24
RC
14-
23
RC
14-
26
RC
14-
25
RC
14-
24
RC
14-
23
RC
14-
22
RC
14-
21
RC
14-
20
RC
14-
19
RL
C
14-
18
RL
C
14-
17
RL
C
14-
16
RL
C
P4
C-
13
6
BP
2C-
13
6
P4
C-
13
6
BP
2C-
13
6
RP-
1-
13
6
BP
2C-
13
6
BP
2C-
13
6
RP-
2-
13
6
BP
2C-
13
6
P4
C-
13
6
RP-
2-
13
6
BP
1C-
13
6
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
1
1
1
1
1
2
10
6
2
4
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
98
16
16
1
1
1
26
28
3
ES2805-32
ES2805-23
ES2805-24
ES2805-27
ES2805-28
ES2800-80
ES2800-80
ES2800-80
ES2800-96
ES2800-97
ES2805-84
ES2805-84
ES2805-84
ES2805-84
ES2805-84
ES2805-84
ES2805-85
ES2805-86
ES2805-85
ES2805-85
ES2805-85
ES2805-85
ES2805-85
ES2805-86
ES2805-86
-
-
-
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
BRACE, BOLTLESS, 136 LB RE ’SUREFIT’
RAIS
ED
�"
RAIS
ED
�"
RAIS
ED
�"
RAIS
ED
�"
RAIS
ED
0"
SAMSON STOCK RAIL, 51’-8" LONG, CURVED, RH
SAMSON STOCK RAIL, 57’-8" LONG, STRAIGHT, LH
-
-
-
BRACE ASSEMBLY
TYPICAL BOLTLESS
NOTES:
2.
1.
WHEN INSTALLING INTO LAYOUT.
DETAIL FOR EACH ROD LOCATION. MODIFY SPREADS AS NECESSARY
SWITCH RODS SHALL BE PREADJUSTED TO DIMENSIONS SHOWN IN
SEE DRAWING ES2805-31 FOR TIE LOCATION DIMENSIONS.
CLIP, PANDROL, E2055
SAMSON POINT, 45’-0" LONG, UR MANG TIP, CURVED, LH
SAMSON POINT, 45’-0" LONG, UR MANG TIP, STRAIGHT, RH
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-12SWITCH MACHINE ON MAINLINE SIDE
HOLLOW STEEL TIES,
NO 14-136 LB RE RH SWITCH PACK,
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 3:53:31 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-13.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
BP2
RP-2-136
RP-2-136
RP-2-136
RP-2-136
P4
B99-89093
P 38250
P 38250
BP1
BP1
P4 P4
P4
P4
BP2 BP2BP2 BP2
BP2
BP2
BP2
BP2
14-25RC
14-26RC
BP2
14-26LC
14-25LC
14-24LC
14-23LC
14-22LC
14-21LC14-20LC
14-19LLC14-18LLC
14-17LL
14-16LLC
14-16LRC 14-17LRC 14-18LRC 14-19LRC
14-20LC14-21LC
14-22LC
14-23LC
14-24LC
P4RP-1-136
RP-1-136
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
US P
AT # 6158698
US
PT
#
61
58
69
8
US
PT
#
61
58
69
8
HT-
9L
L-
14-
13
6
HT-
5L
L-
14-
13
6
HT-1LL-14-136
HT-2LL-14-136
US P
AT
# 6158698
G10-61208
P 38250
G10-61200
P 38250
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
HOLLOW SWITCH TIE & RODDING ASSEMBLY
SWITCH PLATE (BP1C-136)
SWITCH PLATE (P4C-136)
SWITCH PLATE (BP2C-136)
SWITCH PLATE, ROLLER SCHWIHAG RP-1-136
SWITCH PLATE, ROLLER SCHWIHAG RP-2-136
SWITCH PLATE (14-16LRC)
SWITCH PLATE (14-17LLC)
SWITCH PLATE (14-17LRC)
SWITCH PLATE (14-18LLC)
SWITCH PLATE (14-16LLC)
SWITCH PLATE (14-18LRC)
SWITCH PLATE (14-19LRC)
SWITCH PLATE (14-21LC)
SWITCH PLATE (14-19LLC)
SWITCH PLATE (14-22LC)
SWITCH PLATE (14-23LC)
SWITCH PLATE (14-25LC)
SWITCH PLATE (14-26LC)
SWITCH PLATE (14-24LC)
WASHER, SERRATED FOR BOLTLESS BRACE
ROLLER SCHWIHAG, SINGLE
ROLLER SCHWIHAG, TRIPLE
ROLLER SCHWIHAG, DOUBLE
1
1
1
1
1
2
10
6
2
4
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
16
16
98
2
2
2
SWITCH PLATE (14-20LC)
5
4
3
2
1
31 30 29
26
27
28
14-
26
LC
14-
25
LC
14-
24
LC
14-
23
LC
14-
22
LC
14-
21L
C
14-
20
LC
14-
19
LR
C
14-
18
LR
C
14-
17
LR
C
14-
16
LR
C
P4
C-
13
6
BP
2C-
13
6
P4
C-
13
6
BP
2C-
13
6
RP-
1-
13
6
BP
2C-
13
6
BP
2C-
13
6
RP-
2-
13
6
BP
2C-
13
6
P4
C-
13
6
RP-
2-
13
6
14-
26
LC
14-
25
LC
14-
24
LC
14-
23
LC
14-
22
LC
14-
21L
C
14-
20
LC
14-
19
LL
C
14-
18
LL
C
14-
17
LL
C
14-
16
LL
C
P4
C-
13
6
BP
2C-
13
6
P4
C-
13
6
BP
2C-
13
6
RP-
1-
13
6
BP
2C-
13
6
BP
2C-
13
6
RP-
2-
13
6
BP
2C-
13
6
P4
C-
13
6RP-
2-
13
6
BP
1C-
13
6
BRACE, BOLTLESS, 136 LB RE ’SUREFIT’
RAIS
ED
�"
RAIS
ED
�"
RAIS
ED
�"
RAIS
ED
�"
RAIS
ED
0"
ES2805-35
ES2805-21
ES2805-22
ES2805-25
ES2805-26
ES2800-80
ES2800-80
ES2800-80
ES2800-96
ES2800-97
ES2805-81
ES2805-81
ES2805-82
ES2805-83
ES2805-81
ES2805-81
ES2805-81
ES2805-81
ES2805-82
ES2805-82
ES2805-82
ES2805-82
ES2805-82
ES2805-83
ES2805-83
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
-
-
-
BP
1C-
13
6
SAMSON STOCK RAIL, 57’-8" LONG, STRAIGHT, RH
SAMSON STOCK RAIL, 51’-8" LONG, CURVED, LH
-
-
-
CLIP, PANDROL, E2055
BRACE ASSEMBLY
TYPICAL BOLTLESS NOTES:
2.
1.
WHEN INSTALLING INTO LAYOUT.
DETAIL FOR EACH ROD LOCATION. MODIFY SPREADS AS NECESSARY
SWITCH RODS SHALL BE PREADJUSTED TO DIMENSIONS SHOWN IN
SEE DRAWING ES2805-31 FOR TIE LOCATION DIMENSIONS.
SAMSON POINT, 45’-0" LONG, UR MANG TIP, STRAIGHT, LH
SAMSON POINT, 45’-0" LONG, UR MANG TIP, CURVED, RH
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-13SWITCH MACHINE ON TURNOUT SIDE
HOLLOW STEEL TIES,
NO 14-136 LB RE LH SWITCH PACK,
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 3:53:32 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-14.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
14-18RLC
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
B99-89093
V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
V45-00012
NUT W/COTTER SLOTTED 1" HEX
V30-60037
V45-00012
V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
14-
26
RC
14-
25
RC
14-
24
RC
14-
23
RC
14-
22
RC
14-
21
RC
14-
20
RC
14-
19
RL
C
14-
18
RL
C
14-
17
RL
C
14-
16
RL
C
P4
C-
13
6
BP
2C-
13
6
P4
C-
13
6
BP
2C-
13
6
RP-
1-
13
6
BP
2C-
13
6
BP
2C-
13
6
RP-
2-
13
6
BP
2C-
13
6
P4
C-
13
6
RP-
2-
13
6
BP
1C-
13
6
14-
26
RC
14-
25
RC
14-
24
RC
14-
23
RC
14-
22
RC
14-
21
RC
14-
20
RC
14-
19
RR
C
14-
18
RR
C
14-
17
RR
C
14-
16
RR
C
P4
C-
13
6
BP
2C-
13
6
P4
C-
13
6
BP
2C-
13
6
RP-
1-
13
6
BP
2C-
13
6
BP
2C-
13
6
RP-
2-
13
6
BP
2C-
13
6
P4
C-
13
6
RP-
2-
13
6
BP
1C-
13
6
L99-00666
G10-61206 G10-61206
BP1
RP-2-136
P4
US
PT
#
61
58
69
8
HT-
5R
R-
14-
13
6
BP2
RP-2-136
BP2
US
PT
#
61
58
69
8
HT-
9R
R-
14-
13
6
G10-61206
P4
BP2
RP-1-136
BP2
P4
BP2
P4 14-16RLC 14-17RLC 14-19RLC
14-21RC14-22RC
14-23RC14-24RC
14-25RC
14-26RC
14-26RC14-25RC
14-24RC14-23RC
14-22RC14-21RC
14-20RC14-19RRC
14-18RRC14-17RRC
P4
BP2
P4
BP2
RP-1-136
BP2
G10-08966NORTRAK
G10-08966NORTRAK
BP2
RP-2-136
G10-08967NORTRAK
G10-61201
BP2
P4
RP-2-136
G10-08967NORTRAK
HT-2
RR-14-136
US P
AT
# 6158698
G10-61201
G4
0-
00
01
8
HT-1
RR-14-136
US P
AT # 6158698
G10-61209
BP1
14-16RRC
G10-61206
G10-61203
G10-08967NORTRAK
G10-08967NORTRAK
293031
1
4
5 3
2
1
1
1
1
1
2
6
1
2
4
5
6
7
8
9
2
10
3
16
17
19
20
21
22
23
24
18
4
1
1
1
10
11
12
13
14
15
1
1
25
26
27
28
29
30
31
HOLLOW SWITCH TIE & RODDING ASSEMBLY
SWITCH PLATE (14-18RLC)
SWITCH PLATE (14-17RRC)
SWITCH PLATE (14-17RLC)
SWITCH PLATE (14-16RRC)
SWITCH PLATE (14-16RLC)
SWITCH PLATE, ROLLER SCHWIHAG RP-2-136
SWITCH PLATE, ROLLER SCHWIHAG RP-1-136
SWITCH PLATE (BP2C-136)
SWITCH PLATE (BP1C-136)
1
1
1
2
2
2
2
2
2
2
2
2
2
98
16
16
SWITCH PLATE (14-19RLC)
SWITCH PLATE (14-19RRC)
SWITCH PLATE (14-20RC)
SWITCH PLATE (14-23RC)
WASHER, SERRATED FOR BOLTLESS BRACE
ROLLER SCHWIHAG, SINGLE
ROLLER SCHWIHAG, DOUBLE
ROLLER SCHWIHAG, TRIPLE
ES2805-34
ES2805-23
ES2805-24
ES2805-27
ES2805-28
ES2800-80
ES2800-96
ES2805-84
ES2805-85
ES2805-86
ES2805-85
ES2805-85
ES2805-85
ES2805-85
ES2805-85
ES2805-86
ES2805-86
ES2800-80
ES2800-80
ES2800-97
ES2805-84
ES2805-84
ES2805-84
ES2805-84
ES2805-84
-
-
-
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
BRACE, BOLTLESS, 136 LB RE ’SUREFIT’
RAIS
ED
�"
RAIS
ED
�"
RAIS
ED
�"
RAIS
ED
�"
RAIS
ED
0"
-
-
-
CLIP, PANDROL, E2055
SAMSON STOCK RAIL, 57’-8" LONG, STRAIGHT, LH
SAMSON STOCK RAIL, 51’-8" LONG, CURVED, RH
27
26
28
BRACE ASSEMBLY
TYPICAL BOLTLESS
NOTES:
2.
1.
WHEN INSTALLING INTO LAYOUT.
DETAIL FOR EACH ROD LOCATION. MODIFY SPREADS AS NECESSARY
SWITCH RODS SHALL BE PREADJUSTED TO DIMENSIONS SHOWN IN
SEE DRAWING ES2805-31 FOR TIE LOCATION DIMENSIONS.
SAMSON POINT, 45’-0" LONG, UR MANG TIP, CURVED, LH
SAMSON POINT, 45’-0" LONG, UR MANG TIP, STRAIGHT, RH
SWITCH PLATE (14-18RRC)
SWITCH PLATE (14-21RC)
SWITCH PLATE (14-22RC)
SWITCH PLATE (14-24RC)
SWITCH PLATE (14-25RC)
SWITCH PLATE (14-26RC)
SWITCH PLATE (P4C-136)
- 1 OF 1
2805DRAFTER
XXXXREVISIONXX-XX-XXX
NTS
ES2805-14SWITCH MACHINE ON TURNOUT SIDE
HOLLOW STEEL TIES,
NO 14-136 LB RE RH SWITCH PACK,
2�
"
CL
BE
ND
OF
FS
ET
BE
FO
RE
CU
RVIN
G
16’-9�" BEND POINT
45’-0" REF (OVERALL LENGTH)
29’-0" REF
30’-6" – �" 7’-4" – �"
�" EXAGGERATED
18’-3" TO FIRST STOP
3�
"
SP
RE
AD
4�
"
SP
RE
AD
5�
"
SP
RE
AD
6�
"
HE
EL
SP
RE
AD
45’-0" – �" OVERALL LENGTH
29’-0" TO HEEL OF SWITCH
26’-3" TO THIRD STOP
22’-3" TO SECOND STOP
FLOATING HEEL (OTHER SIDE)
ON THIS SIDE
GAUGE LINE
STRAIGHTEN
FOR HST CLIP
2 HOLES LEFT BLANK
FOR HST CLIP
2 HOLES LEFT BLANK FOR HST CLIP
2 HOLES LEFT BLANK
FOR HST CLIP
2 HOLES LEFT BLANK
RAIL
OF STOCK
GAUGE LINE
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 3:53:33 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-21.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
10
14
16
18
11
14
16
18
12
14
16
18
12
14
16
18
9
13
15
17
12
14
16
18
12
14
16
18
12
14
16
18
12
14
16
18
9
13
15
17
9
13
15
17
4 1
7 865
3
2
CURVE STOCK SIDE FROM TIP TO BEND POINT
SIDE VIEW - VERTICAL BENDING DETAIL
ITEM QTY
1
1
1
1
1
6
1
DESCRIPTION
BILL OF MATERIAL
1
2
4
5
6
7
8
9
1
1
3
ITEM QTY
3
5
19
6
27
27
6
DESCRIPTION
10
11
13
14
15
16
17
18
6
27
12
BILL OF MATERIAL
REINFORCING BAR, STOCK SIDE, �" x 22’-11�" LONG, SAMSON, LH POINT
REINFORCING BAR, GAUGE SIDE, �" x 27’-4" LONG, SAMSON, LH POINT
POINT STOP 2�" HIGH
POINT STOP 3�" HIGH
POINT STOP 4�" HIGH
HEEL BLOCK ASSEMBLY, FLOATING C/W HARDWARE
NUT, �" DIA HEAVY HEX, GR 5
NUT, 1" DIA HEAVY HEX, GR 5
SPRING WASHER, �" DIA
SPRING WASHER, 1" DIA
COTTER PIN, �" DIA x 1�" LONG
NOTES:
PART NO
SCRRA
MANGANESE TIP, LH, FOR 29’-0", 136 LB RE SAMSON SWITCH POINT
COTTER PIN, �" DIA x 2" LONG
PART NO
SCRRA
ES2805-21
BOLT, �" DIA x 4" LONG, SQ HEAD DRILLED @ 3�", GR 5
SAMSON POINT RAIL, 45’-0" LONG, UR MANG TIP, STRAIGHT, LH BOLT, 1" DIA x 3�" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5
BOLT, 1" DIA x 4" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5
BOLT, 1" DIA x 3�" LONG, SQ HEAD DRILLED @ 3�", GR 5
3.
2.
1.
MARKER OR PAINT.
WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF
BEVEL ALL BOLT HOLES.
ROUND EDGES OF SWITCH STOPS AT CONTACT AREAS, �" R.
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-2145’-0" OVERALL LENGTH MANGANESE TIP
NO 14 LH TURNOUT
136 LB RE SAMSON, STRAIGHT, LH
SWITCH POINT ASSEMBLY,
FOR HST CLIP
2 HOLES LEFT BLANK
FOR HST CLIP
2 HOLES LEFT BLANKFOR HST CLIP
2 HOLES LEFT BLANK
29’-0" TO HEEL OF SWITCH
16’-9�" BEND POINT
FLOATING HEEL (OTHER SIDE)
45’-0" REF (OVERALL LENGTH)
29’-0" REF
�"
�"
�"
�"
�"
29’-0"
CURVED GAUGE LINE
5’-0"
OF STOCK RAIL
GAUGE LINE
CURVED GAUGE LINE
2�
"
CL
BE
ND
OF
FS
ET
BE
FO
RE
CU
RVIN
G
BEND TO STRAIGHTEN BASE CUT
�" EXAGGERATED
7’-4" – �" 30’-6" – �"
1623’-3�" R
45’-0" – �" OVERALL LENGTH
26’-3" TO THIRD STOP
22’-3" TO SECOND STOP
18’-3" TO FIRST STOP
6�
"
HE
EL
SP
RE
AD
5�
"
SP
RE
AD
4�
"
SP
RE
AD
3�
"
SP
RE
AD
FOR HST CLIP
2 HOLES LEFT BLANK
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 3:53:33 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-22.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
9
13
15
17
12
14
16
18
SIDE VIEW - VERTICAL BENDING DETAIL
NOTES:
ITEM QTY
1
1
1
1
1
6
1
DESCRIPTION
BILL OF MATERIAL
1
2
4
5
6
7
8
9
1
1
3
ITEM QTY
3
5
19
6
27
27
6
DESCRIPTION
10
11
13
14
15
16
17
18
6
27
12
BILL OF MATERIAL
REINFORCING BAR, STOCK SIDE, �" x 22’-11�" LONG, SAMSON, RH POINT
REINFORCING BAR, GAUGE SIDE, �" x 27’-4" LONG, SAMSON, RH POINT
POINT STOP 2�" HIGH
POINT STOP 3�" HIGH
POINT STOP 4�" HIGH
HEEL BLOCK ASSEMBLY, FLOATING C/W HARDWARE
NUT, �" DIA HEAVY HEX, GR 5
NUT, 1" DIA HEAVY HEX, GR 5
SPRING WASHER, �" DIA
SPRING WASHER, 1" DIA
COTTER PIN, �" DIA x 1�" LONG
12
14
16
18
12
14
16
18
12
14
16
18
12
14
16
18
9
13
15
17
9
13
15
17
11
14
16
18
10
14
16
18
12
14
16
18
3 26 5
78
1
4
HE
EL (
BE
ND
POIN
T)
PS
MANGANESE TIP, RH, FOR 29’-0", 136 LB RE SAMSON SWITCH POINT
COTTER PIN, �" DIA x 2" LONG
PART NO
SCRRA
PART NO
SCRRA
LATERAL CURVING DETAIL GAUGE SIDE
STRAIGHTEN STOCK SIDE FROM TIP TO BEND POINT
ES2805-22
(TYP)
SAMSON POINT RAIL, 45’-0" LONG, UR MANG TIP, CURVED, RH
BOLT, �" DIA x 4" LONG, SQ HEAD DRILLED @ 3�", GR 5
BOLT, 1" DIA x 3�" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5
BOLT, 1" DIA x 4" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5
BOLT, 1" DIA x 3�" LONG, SQ HEAD DRILLED @ 3�", GR 5
MARKER OR PAINT.
WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF
BEVEL ALL BOLT HOLES.
ROUND EDGES OF SWITCH STOPS AT CONTACT AREAS, �" R.
3.
2.
1.
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-2245’-0" OVERALL LENGTH MANGANESE TIP
NO 14 LH TURNOUT
136 LB RE SAMSON, CURVED, RH
SWITCH POINT ASSEMBLY,
29’-0" TO HEEL OF SWITCH
16’-9�" BEND POINT
FLOATING HEEL (OTHER SIDE)
45’-0" REF (OVERALL LENGTH)
29’-0" REF
�"
�"
�"
�"
�"
29’-0"
CURVED GAUGE LINE
2�
"
CL
BE
ND
OF
FS
ET
BE
FO
RE
CU
RVIN
G
1623’-3�" R
30’-6" – �" 7’-4" – �"
�" EXAGGERATED
45’-0" – �" OVERALL LENGTH
18’-3" TO FIRST STOP
22’-3" TO SECOND STOP
26’-3" TO THIRD STOP
3�
"
SP
RE
AD
4�
"
SP
RE
AD
5�
"
SP
RE
AD
6�
"
HE
EL
SP
RE
AD
5’-0"
FOR HST CLIP
2 HOLES LEFT BLANK
FOR HST CLIP
2 HOLES LEFT BLANKSTOCK RAIL
GAUGE LINE OF
CURVED GAUGE LINE
BEND TO STRAIGTEN BASE CUTFOR HST CLIP
2 HOLES LEFT BLANK
FOR HST CLIP
2 HOLES LEFT BLANK
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 3:53:34 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-23.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ITEM QTY
1
1
1
1
1
6
1
DESCRIPTION
BILL OF MATERIAL
1
2
4
5
6
7
8
9
1
1
3
ITEM QTY
3
5
19
6
27
27
6
DESCRIPTION
10
11
13
14
15
16
17
18
6
27
12
BILL OF MATERIAL
REINFORCING BAR, STOCK SIDE, �" x 22’-11�" LONG, SAMSON, LH POINT
REINFORCING BAR, GAUGE SIDE, �" x 27’-4" LONG, SAMSON, LH POINT
POINT STOP 2�" HIGH
POINT STOP 3�" HIGH
POINT STOP 4�" HIGH
HEEL BLOCK ASSEMBLY, FLOATING C/W HARDWARE
NUT, �" DIA HEAVY HEX, GR 5
NUT, 1" DIA HEAVY HEX, GR 5
SPRING WASHER, �" DIA
SPRING WASHER, 1" DIA
COTTER PIN, �" DIA x 1�" LONG
10
14
16
18
11
14
16
18
12
14
16
18
12
14
16
18
9
13
15
17
12
14
16
18
12
14
16
18
12
14
16
18
12
14
16
18
9
13
15
17
9
13
15
17
4
1
7 8653
2
SIDE VIEW - VERTICAL BENDING DETAILNOTES:
HE
EL (
BE
ND
POIN
T)
STRAIGHTEN STOCK SIDE FROM TIP TO BEND POINT
PS
COTTER PIN, �" DIA x 2" LONG
LATERAL CURVING DETAIL
MANGANESE TIP, LH, FOR 29’-0", 136 LB RE SAMSON SWITCH POINT
PART NO
SCRRA
PART NO
SCRRA
GAUGE SIDE
ES2805-23
(TYP)
BOLT, �" DIA x 4" LONG, SQ HEAD DRILLED @ 3�", GR 5
SAMSON POINT RAIL, 45’-0" LONG, UR MANG TIP, CURVED, LH BOLT, 1" DIA x 3�" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5
BOLT, 1" DIA x 4" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5
BOLT, 1" DIA x 3�" LONG, SQ HEAD DRILLED @ 3�", GR 5
MARKER OR PAINT.
WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF
BEVEL ALL BOLT HOLES.
ROUND EDGES OF SWITCH STOPS AT CONTACT AREAS, �" R.
3.
2.
1.
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-2345’-0" OVERALL LENGTH MANGANESE TIP
NO 14 RH TURNOUT
136 LB RE SAMSON, CURVED, LH
SWITCH POINT ASSEMBLY,
FOR HST CLIP
2 HOLES LEFT BLANK
FOR HST CLIP
2 HOLES LEFT BLANK
FOR HST CLIP
2 HOLES LEFT BLANK
FOR HST CLIP
2 HOLES LEFT BLANK
2�
"
CL
BE
ND
OF
FS
ET
BE
FO
RE
CU
RVIN
G29’-0" TO HEEL OF SWITCH
16’-9�" BEND POINT
STOCK RAIL
GAUGE LINE OF
�" EXAGGERATEDFLOATING HEEL (OTHER SIDE)
45’-0" REF (OVERALL LENGTH)
29’-0" REF
45’-0" – �" OVERALL LENGTH
30’-6" – �"7’-4" – �"
26’-3" TO THIRD STOP
22’-3" TO SECOND STOP
18’-3" TO FIRST STOP
6�
"
HE
EL
SP
RE
AD
5�
"
SP
RE
AD
4�
"
SP
RE
AD
3�
"
SP
RE
AD
ON THIS SIDE
STRAIGHTEN GAUGE LINE
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.
UserName=> carlosa Date Plotted: 3:53:34 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-24.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
9
13
15
17
12
14
16
18
CURVE STOCK SIDE FROM TIP TO BEND POINT
SIDE VIEW - VERTICAL BENDING DETAIL
ITEM QTY
1
1
1
1
1
6
1
DESCRIPTION
BILL OF MATERIAL
1
2
4
5
6
7
8
9
1
1
3
ITEM QTY
3
5
19
6
27
27
6
DESCRIPTION
10
11
13
14
15
16
17
18
6
27
12
BILL OF MATERIAL
REINFORCING BAR, STOCK SIDE, �" x 22’-11�" LONG, SAMSON, RH POINT
REINFORCING BAR, GAUGE SIDE, �" x 27’-4" LONG, SAMSON, RH POINT
POINT STOP 2�" HIGH
POINT STOP 3�" HIGH
POINT STOP 4�" HIGH
HEEL BLOCK ASSEMBLY, FLOATING C/W HARDWARE
NUT, �" DIA HEAVY HEX, GR 5
NUT, 1" DIA HEAVY HEX, GR 5
SPRING WASHER, �" DIA
SPRING WASHER, 1" DIA
COTTER PIN, �" DIA x 1�" LONG
12
14
16
18
12
14
16
18
12
14
16
18
12
14
16
18
9
13
15
17
9
13
15
17
11
14
16
18
10
14
16
18
12
14
16
18
3
2
6 5
78
1
4
NOTES:
MANGANESE TIP, RH, FOR 29’-0", 136 LB RE SAMSON SWITCH POINT
COTTER PIN, �" DIA x 2" LONG
PART NO
SCRRA
ES2805-24
PART NO
SCRRA
SAMSON POINT RAIL, 45’-0" LONG, UR MANG TIP, STRAIGHT, RH
BOLT, �" DIA x 4" LONG, SQ HEAD DRILLED @ 3�", GR 5
BOLT, 1" DIA x 3�" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5
BOLT, 1" DIA x 4" LONG, THIN SQ HEAD DRILLED @ 3�", GR 5
BOLT, 1" DIA x 3�" LONG, SQ HEAD DRILLED @ 3�", GR 5
MARKER OR PAINT.
WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF
BEVEL ALL BOLT HOLES.
ROUND EDGES OF SWITCH STOPS AT CONTACT AREAS, �" R.
3.
2.
1.
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-2445’-0" OVERALL LENGTH MANGANESE TIP
NO 14 RH TURNOUT
136 LB RE SAMSON, STRAIGHT, RH
SWITCH POINT ASSEMBLY,
�" R
�"
�"
�"
7’-3�"
�"
3�
" – �
"
6"
1�" DIA (+�" - 0")
3�
" – �
"MARK FOR PS
18’-0" UNDERCUT (+2" - 0")8’-0�" – �"
51’-8" – �" OVERALL LENGTH
MARKS THIS SIDE
RAISED ROLLING
9�" – �"9�" – �"
4�" 4�"
1’-3�" – �"1’-3�" – �"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:35 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-25.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ITEM QTY
1
DESCRIPTION
BILL OF MATERIAL
1
APARTIAL SECTIONRAIL HEAD ONLY - NOT BASE
NOTES:
4.
3.
2.
1.
BENDING DETAILS
MACHINING DETAILS
BE
ND
RUNOUT
PS
1�" DIA (+�" - 0")
SL
OP
E 3:1
PART NO
SCRRA
RUNOUT
ES2805-25
RAIL, 136 LB RE 51’-8" LONG
RAIL END/HOLE BEVELING DETAIL
BSECTION
MARKER OR PAINT.
WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF
WITH A WHITE LINE USING WATERPROOF MARKER OR PAINT.
POINT OF SWITCH TO BE MARKED ON GAUGE SIDE OF WEB
ALL BOLT HOLES TO BE BEVELED PER DETAIL.
ALL BURNING METHODS PROHIBITED.
A
B
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-25FOR NO 14 136 LB RE LH SWITCH PACK
136 LB RE 51’-8" LONG
SAMSON STOCK RAIL, CURVED, LH
MARKS THIS SIDE
RAISED ROLLING
57’-8" – �" OVERALL LENGTH
MARK FOR PS
6"
14’-0�" – �"18’-0" UNDERCUT (+2" - 0")
3�
" – �
"
1�" DIA (+�" - 0")
3�
" – �
"
9�" – �" 9�" – �"
1�" DIA (+�" - 0")
4�" 4�"
�" R
�"
�"
�"
1’-3�" – �" 1’-3�" – �"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:35 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-26.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ITEM QTY
1
DESCRIPTION
BILL OF MATERIAL
1
NOTES:
4.
3.
2.
1.
PS
RUNOUTRUNOUT
MACHINING DETAILS
ES2805-26
PART NO
SCRRA
RAIL, 136 LB RE 57’-8" LONG
BSECTION
APARTIAL SECTIONRAIL HEAD ONLY - NOT BASE
RAIL END/HOLE BEVELING DETAIL
SL
OP
E 3:1
MARKER OR PAINT.
WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF
WITH A WHITE LINE USING WATERPROOF MARKER OR PAINT.
POINT OF SWITCH TO BE MARKED ON GAUGE SIDE OF WEB
ALL BOLT HOLES TO BE BEVELED PER DETAIL.
ALL BURNING METHODS PROHIBITED.
A
B
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-26FOR NO 14 136 LB RE LH SWITCH PACK
136 LB RE 57’-8" LONG
SAMSON STOCK RAIL, STRAIGHT, RH
MARKS THIS SIDE
RAISED ROLLING
18’-0" UNDERCUT (+2" - 0")14’-0�" – �"
3�
" – �
"
3�
" – �
"
1�" DIA (+�" - 0")
6"
MARK FOR PS
57’-8" – �" OVERALL LENGTH
4�" 4�" 9�" – �"
9�" – �"
�" R
�"
�"
�"
1’-3�" – �"
1’-3�" – �"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:35 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-27.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ITEM QTY
1
DESCRIPTION
BILL OF MATERIAL
1
NOTES:
4.
3.
2.
1.MACHINING DETAILS
RUNOUT
1�" DIA (+�" - 0")
PS
RUNOUT
PART NO
SCRRA
ES2805-27
RAIL, 136 LB RE 57’-8" LONG
BSECTION
APARTIAL SECTION
SL
OP
E 3:1
RAIL HEAD ONLY - NOT BASE
RAIL END/HOLE BEVELING DETAIL
MARKER OR PAINT.
WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF
WITH A WHITE LINE USING WATERPROOF MARKER OR PAINT.
POINT OF SWITCH TO BE MARKED ON GAUGE SIDE OF WEB
ALL BOLT HOLES TO BE BEVELED PER DETAIL.
ALL BURNING METHODS PROHIBITED.
B
A
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-27FOR NO 14 136 LB RE RH SWITCH PACK
136 LB RE 57’-8" LONG
SAMSON STOCK RAIL, STRAIGHT, LH
7’-3�"
�"
MARKS THIS SIDE
RAISED ROLLING
51’-8" – �" OVERALL LENGTH
8’-0�" – �"18’-0" UNDERCUT (+2" - 0")
3�
" – �
"
1�" DIA (+�" - 0")
3�
" – �
"
MARK FOR PS
6"
9�" – �" 9�" – �"
4�" 4�"
�" R
�"
�"
�"
1’-3�" – �" 1’-3�" – �"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:36 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-28.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ITEM QTY
1
DESCRIPTION
BILL OF MATERIAL
1
NOTES:
4.
3.
2.
1.
BENDING DETAILS
MACHINING DETAILS
BE
ND
RUNOUTRUNOUT 1�" DIA (+�" - 0")
PS
PART NO
SCRRA
ES2805-28
RAIL, 136 LB RE 51’-8" LONG
BSECTION
APARTIAL SECTIONRAIL HEAD ONLY - NOT BASE
RAIL END/HOLE BEVELING DETAIL
SL
OP
E 3:1
MARKER OR PAINT.
WRITE SCRRA ES NUMBER ON WEB OF RAIL WITH WATERPROOF
WITH A WHITE LINE USING WATERPROOF MARKER OR PAINT.
POINT OF SWITCH TO BE MARKED ON GAUGE SIDE OF WEB
ALL BOLT HOLES TO BE BEVELED PER DETAIL.
ALL BURNING METHODS PROHIBITED.
B
A
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-28FOR NO 14 136 LB RE RH SWITCH PACK
136 LB RE 51’-8" LONG
SAMSON STOCK RAIL, CURVED, RH
11�
"
11�
"
1’-
5"
1’-
1�
"
2�"2�"
1’-5"
1’-5"
1’-7�"
4’-
5�
"
4’-
5�
"
2�"2�"
8�"
4�"
BLOCKOUT 5�" DEEP FOR
U-5 CIRCUIT CONTROLLER
PLATING IS �" THICK. RAISE OUTSIDE RAIL
SEATS ACCORDINGLY. ALL RAIL SEATS ARE FLAT.
1:80 CANTED TIES1:80 CANTED TIE
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:36 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-30.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
PS
PS
{ {
BP1C
BP1C
4’-
2�
"
96’-
11�
"
98’-
11�
"
10
0’-
11�
"
10
2’-
11�
"
10
4’-
11�
"
10
6’-
11�
"
10
8’-
11�
"
110’-
11�
"
112’-
11�
"
114’-
11�
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116’-
11�
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118’-
11�
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12
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11�
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2’-
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12
4’-
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8’-
11�
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13
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13
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11�
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13
4’-
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"
13
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13
8’-
11�
"
14
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11�
"
14
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11�
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14
4’-
11�
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14
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8’-
11�
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15
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11�
"
15
2’-
11�
"
15
4’-
11�
"
15
6’-
11�
"
15
8’-
11�
"
16
0’-
11�
"
16
2’-
11�
"6’-
2�
"
10’-
2�
"
12’-
2�
"
14’-
2�
"
18’-
2�
"
20’-
2�
"
22’-
2�
"
24’-
2�
"
26’-
2�
"
28’-
2�
"
30’-
2�
"
32’-
2�
"
34’-
2�
"
36’-
2�
"
38’-
2�
"
40’-
2�
"
42’-
2�
"
44’-
2�
"
46’-
2�
"
48’-
2�
"
50’-
2�
"
52’-
2�
"
54’-
2�
"
56’-
2�
"
58’-
2�
"
60’-
2�
"
62’-
2�
"
64’-
2�
"
66’-
2�
"
68’-
2�
"
70’-
2�
"
72’-
2�
"
74’-
2�
"
76’-
2�
"
78’-
2�
"
80’-
1�
"
81’-
11�
"
83’-
9�
"
85’-
7�
"
87’-
5�
"
89’-
3�
"
91’-
1�
"
92’-
11�
"
94’-
11�
"
0 3 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 74 76 78 8280
BP1C
BP1C
L99-00666
L99-00666
BP1C
BP1C
BP1C
BP1C
ON TURNOUT (RH) SIDE
SWITCH MACHINE
TIE "O" PLACEMENT
ON MAINLINE (LH) SIDE
SWITCH MACHINE
TIE "O" PLACEMENT
ITEM QTY
4
4
DESCRIPTION
1
2
DWG NO
BILL OF MATERIALS
TIES 1,2,5 AND 9, POWER SWITCH MACHINE ON TURNOUT SIDE FOR RH TURNOUT (HOLLOW STEEL)
ES2805-32
ES2805-34
NOTES:
6.
5.
4.
3.
2.
1.
TIES 1,2,5 AND 9, POWER SWITCH MACHINE ON MAINLINE SIDE FOR RH TURNOUT (HOLLOW STEEL)
TIE "0" BLOCKOUT DETAIL
X
X
PS
SEE BILL OF MATERIALS ABOVE FOR TIES 1, 2, 5 AND 9.
USE OPPOSITE HAND FOR SWITCH MACHINE ON RH/TURNOUT SIDE.
THIS DRAWING SHOWS TIE "0" PLACEMENT FOR SWITCH MACHINE ON LH/MAINLINE SIDE.
USE 4’-8�" BETWEEN STRAIGHT RAIL SEAT GAUGES. LENGTH SHALL BE 8’-3".
TRANSITION TIES (QUANTITY 3) SHALL INCORPORATE 1:80 CANTED RAIL SEATS AND
ALL TIES ARE FLAT (NON-CANTED) EXCEPT 1:80 CANTED TIES.
FROM RAIL CENTERLINE) PER SIDE AT THE CENTERLINE OF EACH TIE LOCATION.
TIE LENGTHS ARE DETERMINED BY ADDING 1’-10�" FROM RAIL GAUGE LINE (OR 1-9"
THREE 1:80 CANTED TIES, TIE PADS FOR ALL PLATES AND PIM INSERTS.
SET TO INCLUDE TIES 0, 3 & 4, 6 THROUGH 8 AND 10 THROUGH 83,
7 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 49 51 53 55 57 59 61 63 65 67 69 71 73 75 77 79 83814
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-30
NO 14-136 LB RE SPRING FROG TURNOUT, RH
CONCRETE TIE LAYOUT
1’-7�"
11�
"
11�
"
1’-
5"
1’-
5"
4’-
5�
"
4’-
5�
"
1’-
5"
1’-
1�
"
2�" 2�"
2�"2�"
8�"
4�"
BLOCKOUT 5�" DEEP FOR
U-5 CIRCUIT CONTROLLER
1:80 CANTED TIE
1:80 CANTED TIES
FLAT.
SEATS ACCORDINGLY. ALL RAIL SEATS ARE
PLATING IS �" THICK. RAISE OUTSIDE RAIL
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:37 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-31.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
{
{
BP1C
BP1C
96’-
11�
"
98’-
11�
"
10
0’-
11�
"
10
2’-
11�
"
10
4’-
11�
"
10
6’-
11�
"
10
8’-
11�
"
110’-
11�
"
112’-
11�
"
114’-
11�
"
116’-
11�
"
118’-
11�
"
12
0’-
11�
"
12
2’-
11�
"
12
4’-
11�
"
12
6’-
11�
"
12
8’-
11�
"
13
0’-
11�
"
13
2’-
11�
"
13
4’-
11�
"
13
6’-
11�
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13
8’-
11�
"
14
0’-
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"
14
2’-
11�
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14
4’-
11�
"
14
6’-
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14
8’-
11�
"
15
0’-
11�
"
15
2’-
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15
4’-
11�
"
15
6’-
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15
8’-
11�
"
16
0’-
11�
"
16
2’-
11�
"
94’-
11�
"
4’-
2�
"
6’-
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"
10’-
2�
"
12’-
2�
"
14’-
2�
"
18’-
2�
"
20’-
2�
"
22’-
2�
"
24’-
2�
"
26’-
2�
"
28’-
2�
"
30’-
2�
"
32’-
2�
"
34’-
2�
"
36’-
2�
"
38’-
2�
"
40’-
2�
"
42’-
2�
"
44’-
2�
"
46’-
2�
"
48’-
2�
"
50’-
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"
52’-
2�
"
54’-
2�
"
56’-
2�
"
58’-
2�
"
60’-
2�
"
62’-
2�
"
64’-
2�
"
66’-
2�
"
68’-
2�
"
70’-
2�
"
72’-
2�
"
74’-
2�
"
76’-
2�
"
78’-
2�
"
80’-
1�
"
81’-
11�
"
83’-
9�
"
85’-
7�
"
87’-
5�
"
89’-
3�
"
91’-
1�
"
92’-
11�
"
0 3
4
6
7
8
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
44
4543
42
41
40
39
38 46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
ITEM QTY
4
4
DESCRIPTION
1
2
DWG NO
BILL OF MATERIALS
TIES 1,2,5 AND 9, POWER SWITCH MACHINE ON TURNOUT SIDE FOR LH TURNOUT (HOLLOW STEEL)
ES2805-33
ES2805-35
TIES 1,2,5 AND 9, POWER SWITCH MACHINE ON MAINLINE SIDE FOR LH TURNOUT (HOLLOW STEEL)
NOTES:
6.
5.
4.
3.
2.
1.
L99-00666
BP1C
BP1C
BP1C
BP1C
L99-00666
PS
PS
ON MAINLINE (RH) SIDE
SWITCH MACHINE
TIE "O" PLACEMENT
ON TURNOUT (LH) SIDE
SWITCH MACHINE
TIE "O" PLACEMENT
BP1C
BP1C
TIE "0" BLOCKOUT DETAIL
X
X
PS
SEE BILL OF MATERIALS ABOVE FOR TIES 1, 2, 5 AND 9.
USE OPPOSITE HAND FOR SWITCH MACHINE ON LH/TURNOUT SIDE.
THIS DRAWING SHOWS TIE "0" PLACEMENT FOR SWITCH MACHINE ON RH/MAINLINE SIDE.
USE 4’-8�" BETWEEN STRAIGHT RAIL SEAT GAUGES. LENGTH SHALL BE 8’-3".
TRANSITION TIES (QUANTITY 3) SHALL INCORPORATE 1:80 CANTED RAIL SEATS AND
ALL TIES ARE FLAT (NON-CANTED) EXCEPT 1:80 CANTED TIES.
FROM RAIL CENTERLINE) PER SIDE AT THE CENTERLINE OF EACH TIE LOCATION.
TIE LENGTHS ARE DETERMINED BY ADDING 1’-10�" FROM RAIL GAUGE LINE (OR 1-9"
THREE 1:80 CANTED TIES, TIE PADS FOR ALL PLATES AND PIM INSERTS.
SET TO INCLUDE TIES 0, 3 & 4, 6 THROUGH 8 AND 10 THROUGH 83,
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-31
NO 14-136 LB RE SPRING FROG TURNOUT, LH
CONCRETE TIE LAYOUT
15’ -9�"
7’ -9�"
4’-
6�
"
RE
F4’-
8�
"
GA
UG
E
9�
"
4�"
2�"
�" (+�"-0")
1’-9�"
(+
0"-�
")
3�
"
(+�
"-
0")
4�
"
1’-2" – �"
8" – �"
4�
"
TH
RO
W
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:38 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-32.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
B99-89093
V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
V45-00012
NUT W/COTTER SLOTTED 1" HEX
V30-60037
V45-00012
NUT W/COTTER SLOTTED 1" HEX
V30-60037V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
1618
17
14
10 8 79
512
15
1
13
6
12
11
2
6
43
XXXXXXXXXXXX
XXXXXXXXXXXX
X
X X
X
HOLLOW TIE TOP COVER DETAIL END COVER PLATE
WELDING DETAIL
HOLLOW TIE SIDE END COVER DETAIL
TOP COVEREND COVER16 12
2 PLACES
18
12
17
16
12
18
16 14
HT-1R
L-14-136
HT-2
RL-14-136
HT-5
RL-14-136
HT-9
RL-14-136
1
1
1
1
1
8
8
1
2
4
5
6*
7
8
9
2
8
3
10
11
15
16
17
18
12
19
20
22
21
8
16
2
1
1
8
4
1
30
4
1
2
1
HOLLOW TIE ASSEMBLY (HT-1RL-14-136)
HOLLOW TIE ASSEMBLY (HT-2RL-14-136)
HOLLOW TIE ASSEMBLY (HT-5RL-14-136)
HOLLOW TIE ASSEMBLY (HT-9RL-14-136)
STEEL COVER PLATE FOR HST TIE, TOP END
END COVER PLATE FOR HST TIE, SHORT TOP VERSION
PUSH PIN ASSEMBLY FOR HST COVERS
STEEL SIDE END COVER PLATE ASSEMBLY FOR HST TIE
COVER SUPPORT BRACKET
SERRATED WASHER FOR LV BRACE
RAIL ANCHOR UNIT DRIVE-ON TYPE 5
HST SWITCH PLATE HTP-203-R
HST SWITCH PLATE HTP-201-R
HST SWITCH PLATE HTP-209-R
HST SWITCH PLATE HTP-206-STR ES2800-90
ES2800-92
ES2800-93
ES2800-94
* NOT SHOWN ON ASSEMBLY FOR CLARITY
13*
14*
19
21
19
19
21
22
19
20
123 PILLOW BLOCK MOUNTING PLATE
23
ES2805-71
ITEM QTY DWG NOPART NO
SCRRA
BILL OF MATERIAL
NOTE:
DVIEWSECTION
SECTION SECTION
C
BA
COVER PLATE NO 1, HOLLOW SWITCH TIE
COVER PLATE NO 2, HOLLOW SWITCH TIE
COVER PLATE NO 3, HOLLOW SWITCH TIE
CLIP, SAFELOK AB 2000
LV BRACE FOR 136 LB RE
PS
18
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
RODDING ASSEMBLY FOR NO 14-136 LB RE, SWITCH MACHINE ON LEFT SIDE
CLIP, PANDROL, E2055
EACH TIE
BOX ANCHOR
A
B
C
D
�"
DESCRIPTION
SEE DRAWING ES2805-73 FOR CENTER TO CENTER PIN SWITCH ROD DIMENSIONS.
SWITCH MACHINE AND MACHINE PLATES (NIC) MUST BE COORDINATED WITH SCRRA.
2.
1.
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-32NO 14-136 LB RE RH
SWITCH MACHINE ON MAINLINE SIDE
HOLLOW STEEL TIE LAYOUT
4’-
6�
"4’-
8�
"
GA
UG
E
15’-9�"
7’-9�"
4�"
9�
"
1’-9�"
2�"
(+�
"-
0")
4�
"
�" (+�"-0")
1’-2" – �"
8" – �"
(+
0"-�
")
3�
"
4�
"
TH
RO
W
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:39 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-33.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
15
14
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1 2
B99-89093
P 38250
P 38250
P 38250
P 38250
9
125
7 8 10
1617
18
13
4
12
11
2 3
23
6
2 PLACES
HOLLOW TIE SIDE END COVER DETAIL
TOP COVER END COVER
HOLLOW TIE TOP COVER DETAIL END COVER PLATE
WELDING DETAIL
12
1816
17
12
1416 16 12
HT-1L
R-14-136
HT-2
LR-14-136
HT-5
LR-14-136
HT-9
LR-14-136
11
15
16
17
18
12
19
20
22
21
16
2
1
1
8
4
1
30
4
1
1
2
STEEL COVER PLATE FOR HST TIE, TOP END
END COVER PLATE FOR HST TIE, SHORT TOP VERSION
PUSH PIN ASSEMBLY FOR HST COVERS
STEEL SIDE END COVER PLATE ASSEMBLY FOR HST TIE
COVER SUPPORT BRACKET
RAIL ANCHOR UNIT DRIVE-ON TYPE 5
HST SWITCH PLATE HTP-202-L
HST SWITCH PLATE HTP-200-L
HST SWITCH PLATE HTP-208-L
HST SWITCH PLATE HTP-206-STR ES2800-90
ES2800-92
ES2800-93
ES2800-94
191919
19
21
20
2222
* NOT SHOWN ON ASSEMBLY FOR CLARITY
23 1 PILLOW BLOCK MOUNTING PLATE
ITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIAL
DVIEW SECTION
SECTIONSECTION
C
BA
GA
UG
E
TO
MA
CHIN
E
C L
PS
COVER PLATE NO 2, HOLLOW SWITCH TIE
COVER PLATE NO 3, HOLLOW SWITCH TIE
-
-
-
-
-
-
-
-
-
18 18
13*
14*
EACH TIE
BOX ANCHOR
NOTE:
D
C
A
B
�"
PIN SWITCH ROD DIMENSIONS.
SEE DRAWING ES2805-73 FOR CENTER TO CENTER
MUST BE COORDINATED WITH SCRRA.
SWITCH MACHINE AND MACHINE PLATES (NIC)
2.
1.
1
1
1
1
1
8
8
1
2
4
5
6*
7
8
9
2
8
3
10 8
HOLLOW TIE ASSEMBLY (HT-1LR-14-136)
HOLLOW TIE ASSEMBLY (HT-2LR-14-136)
HOLLOW TIE ASSEMBLY (HT-5LR-14-136)
HOLLOW TIE ASSEMBLY (HT-9LR-14-136)
SERRATED WASHER FOR LV BRACE
ES2805-72
ITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIAL
COVER PLATE NO 1, HOLLOW SWITCH TIE
LV BRACE FOR 136 LB RE
CLIP, SAFELOK, AB2000
CLIP, PANDROL, E2055
RODDING ASSEMBLY FOR NO 14-136 LB RE, SWITCH MACHINE ON RIGHT SIDE
-
-
-
-
-
-
-
-
-
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-33NO 14-136 LB RE LH
SWITCH MACHINE ON MAINLINE SIDE
HOLLOW STEEL TIE LAYOUT
4’-
6�
"4’-
8�
"
GA
UG
E
15’-9�"
7’-9�"
4�"
�" (+�"-0")
2�"
1’-9�"
9�
"
(+
0"-�
")
3�
"
(+�
"-
0")
4�
"
1’-2" – �"
8" – �"
4�
"
TH
RO
W
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:39 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-34.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
15
14
9
5
7 8 10
1617
18
13
412
11
2 3
6
6
TOP COVEREND COVER
HOLLOW TIE TOP COVER DETAIL END COVER PLATE
HOLLOW TIE SIDE END COVER DETAILWELDING DETAIL
17
1618
12
16 121416
HT-1R
R-14-136
HT-2
RR-14-136
HT-5
RR-14-136
HT-9
RR-14-136
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
B99-89093
V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
V45-00012
NUT W/COTTER SLOTTED 1" HEX
V30-60037
V45-00012
NUT W/COTTER SLOTTED 1" HEX
V30-60037V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
1
12
11
15
16
17
18
12
19
20
22
21
16
2
1
1
8
4
1
30
4
1
2
1
STEEL COVER PLATE FOR HST TIE, TOP END
END COVER PLATE FOR HST TIE, SHORT TOP VERSION
PUSH PIN ASSEMBLY FOR HST COVERS
STEEL SIDE END COVER PLATE ASSEMBLY FOR HST TIE
COVER SUPPORT BRACKET
RAIL ANCHOR UNIT DRIVE-ON TYPE 5
HST SWITCH PLATE HTP-203-R
HST SWITCH PLATE HTP-201-R
HST SWITCH PLATE HTP-209-R
HST SWITCH PLATE HTP-206-STR ES2800-90
ES2800-92
ES2800-93
ES2800-94
* NOT SHOWN ON ASSEMBLY FOR CLARITY
13*
14*
2221
19
19
21
19
19
20
23
23 1 PILLOW BLOCK MOUNTING PLATE
ITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIAL
DVIEW SECTION
SECTIONSECTION
C
BA
PS
GA
UG
E
TO
MA
CHIN
E
C L
COVER PLATE NO 2, HOLLOW SWITCH TIE
COVER PLATE NO 3, HOLLOW SWITCH TIE
-
-
-
-
-
-
-
-
X
X X
X
12
18
18
EACH TIE
BOX ANCHOR
NOTE:
D
C
A
B
PIN SWITCH ROD DIMENSIONS.
SEE DRAWING ES2805-73 FOR CENTER TO CENTER
MUST BE COORDINATED WITH SCRRA.
SWITCH MACHINE AND MACHINE PLATES (NIC)
2.
1.
�"2 PLACES
1
1
1
1
1
8
8
1
2
4
5
6*
7
8
9
2
8
3
10 8
HOLLOW TIE ASSEMBLY (HT-1RR-14-136)
HOLLOW TIE ASSEMBLY (HT-2RR-14-136)
HOLLOW TIE ASSEMBLY (HT-5RR-14-136)
HOLLOW TIE ASSEMBLY (HT-9RR-14-136)
SERRATED WASHER FOR LV BRACE
ES2805-72
ITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIAL
COVER PLATE NO 1, HOLLOW SWITCH TIE
CLIP, SAFELOK AB 2000
CLIP, PANDROL, E2055
LV BRACE FOR 136 LB RE
RODDING ASSEMBLY, FOR NO 14-136 LB RE, SWITCH MACHINE ON RIGHT SIDE
-
-
-
-
-
-
-
-
-
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-34NO 14-136 LB RE RH
SWITCH MACHINE ON TURNOUT SIDE
HOLLOW STEEL TIE LAYOUT
15’ -9�"
7’ -9�"
4’-
8�
"
GA
UG
E4’-
6�
"
4�"
2�"
�" (+�"-0")
1’-9�"
9�
"
(+
0"-�
")
3�
"
(+�
"-
0")
4�
"
1’-2" – �"
8" – �"
4�
"
TH
RO
W
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:40 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-35.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
L 1618
17
14
97 8 10
512
15
1
13
6
12
11
2
6
43
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
1�" HVY HEX
B99-89093
P 38250
P 38250
P 38250
P 38250
XXXXXXXXXXXX
XXXXXXXXXXXX
HOLLOW TIE TOP COVER DETAIL END COVER PLATE
WELDING DETAILHOLLOW TIE SIDE END COVER DETAIL
TOP COVER
END COVER
16 1416 12
�"
18
12
17
16
2 PLACES
HT-1L
L-14-136
HT-2
LL-14-136
HT-5
LL-14-136
HT-9
LL-14-136
1
1
1
1
1
8
8
1
2
4
5
6*
7
8
9
2
8
3
10
11
15
16
17
18
12
19
20
22
21
8
16
2
1
1
8
4
1
30
4
1
1
2
HOLLOW TIE ASSEMBLY (HT-1LL-14-136)
HOLLOW TIE ASSEMBLY (HT-2LL-14-136)
HOLLOW TIE ASSEMBLY (HT-5LL-14-136)
HOLLOW TIE ASSEMBLY (HT-9LL-14-136)
STEEL COVER PLATE FOR HST TIE, TOP END
END COVER PLATE FOR HST TIE, SHORT TOP VERSION
PUSH PIN ASSEMBLY FOR HST COVERS
STEEL SIDE END COVER PLATE ASSEMBLY FOR HST TIE
COVER SUPPORT BRACKET
SERRATED WASHER FOR LV BRACE
RAIL ANCHOR UNIT DRIVE-ON TYPE 5
HST SWITCH PLATE HTP-202-L
HST SWITCH PLATE HTP-200-L
HST SWITCH PLATE HTP-208-L
HST SWITCH PLATE HTP-206-STR ES2800-90
ES2800-92
ES2800-93
ES2800-94
* NOT SHOWN ON ASSEMBLY FOR CLARITY
13*
14*
19
22
22
19
21
19
19
20
23 1 PILLOW BLOCK MOUNTING PLATE
23
ES2805-71
ITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIAL
DVIEW
SECTIONSECTION
C
BA
GA
UG
E
TO
MA
CHIN
E
C
PS
COVER PLATE NO 2, HOLLOW SWITCH TIE
COVER PLATE NO 3, HOLLOW SWITCH TIE
CLIP, SAFELOK AB 2000
CLIP, PANDROL, E2055
X
X X
X
12
18 18
SECTION
RODDING ASSEMBLY FOR NO 14-136 LB RE, SWITCH MACHINE ON LEFT SIDE
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
EACH TIE
BOX ANCHOR
NOTE:
D
B
A
C
PIN SWITCH ROD DIMENSIONS.
SEE DRAWING ES2805-73 FOR CENTER TO CENTER
MUST BE COORDINATED WITH SCRRA.
SWITCH MACHINE AND MACHINE PLATES (NIC)
2.
1.
COVER PLATE NO 1, HOLLOW SWITCH TIE
LV BRACE FOR 136 LB RE
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-35NO 14-136 LB RE LH
SWITCH MACHINE ON TURNOUT SIDE
HOLLOW STEEL TIE LAYOUT
�"
1�"
3�"3�"THROWN POSITIONSPRING WING IN
3�"DETAILS
FALSE FLANGE
�"
�"
�"
�"
GA
P
3�
"
1�"R
2"
�"
�"
3"
2�"
2"
1623’-3�" R
1�"
17’-1" TOE LENGTH 23’-1" HEEL LENGTH
40’-2" OVERALL LENGTH
5�"
�"
3�
"
7’-9�" TO PT OF TANGENCY
2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0"
AC
TU
AL
POIN
T
�"
PT
2’-0" FLARE
1’-8�" REF 3�" REF
7�
"
RE
F
1’-
1�
"
1’-8�
"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:41 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-41.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
TYPICAL 3 PLACES
FLAT RAIL BRACE MOUNTING DETAILS,
MOUNTING DETAILS
HORN AND KEEPER
RETARDER REMOVED FOR CLARITY
SPRING BOX DETAIL
SPRING BOX REMOVED FOR CLARITY
RETARDER MOUNTING DETAILDIMENSIONS AT GAUGE ELEVATION
17
3 PASSES
3 PLACES
29
1
2
17
12
31
20
24
26
13
13
12
26 21262315
26 212623
2
19
31
24
18
16
3 PASSES
26 192431
16
14
12
ED
H
U99-00511
U99-00511
U99-00511
U99-00511
SF14-136-62RC
ED
H
TIE SPACING
1312419
12 PLACES
18 6 PLACES
26
24
20
31
8 PLACES
30
2822
25
3
2
26
24
19
31
4 PLACES
14
15
16
E
F
SF14-136-65LC SF14-136-66LCSF14-136-64LC
SF14-136-50LC
SF14-136-51LC
SF14-136-52LC
SF14-136-55LC
27
NOTES:
1
2
4
5
9
7
8
6
10
11
12
13
14
15
3
1
1
1
1
1
1
4
4
1
1
1
1
1
1
1
SPRING BOX ASSEMBLY, WITH 3" MAXIMUM PLUNGER TRAVEL
WEAR PLATE FOR REVERSIBLE HORN KEEPER
HORN KEEPER, REVERSIBLE
COTTER PIN, �" DIA x 2" LONG
TAIL WASHER, FLAT (837K)
FLAT WASHER, FOR 1�" DIA x �" THICK, HARDENED
FLAT WASHER, FOR 1" DIA x �" THICK, HARDENED
WASHER, BOLT CAPTURE STYLE, �" THICK
FLAT RAIL BRACE FOR NON D-BAR APPLICATIONS
1
3
6
16
8
2
6
2
24
6
16
6
6
28
1
24
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
ES2805-43
ES2805-43
ES2805-45
ES2805-47
ES2805-49
ES2805-49
ES2805-51
ES2805-51
FROG PLATE (14-136-50LC)
FROG PLATE (14-136-51LC)
FROG PLATE (14-136-52LC)
FROG PLATE (14-136-55LC)
FROG PLATE (14-136-62LC)
FROG PLATE (14-136-64LC)
FROG PLATE (14-136-65LC)
FROG PLATE (14-136-66LC)
4
5
6 78
9 10 11
29
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
BOLT, 1" DIA x 3�", THIN SQ HEAD, DRILLED @ 2�", GR 5
BOLT, 1" DIA x 4�", HEAVY HEX HEAD, GR 8
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
C
SECTION A F
BB
EDETAILSECTION
SECTION DETAIL
SECTION
BOLT, 1" DIA x 3", THIN SQ HEAD, DRILLED @ 2�", GR 5
BOLT, 1�" DIA x 5�", SQUARE HEAD, GR 8
SECURITY LOCK NUT, 1" DIA, HEX (SH521), GR 5
NUT, 1" DIA HEAVY HEX, SLOTTED, GR 5
TIE
C L
RETARDER, ENIDINE P/N: SP22917, CLEVIS ENDS WITH HARDWARE
NO 14-136 LB RE SPRING FROG, LH POINT ASSEMBLY
PANDROL SPRING CLIP E2055
PANDROL SPRING CLIP E2056
SECURITY LOCK NUT, 1�" DIA HEX (SH530), GR 8
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
RETARDER PLATE BRACKET FOR FROG C/W HYDRAULIC RETARDER
TOE BLOCK, NO 14-136 LB RE WSM
B
C
�"3 PASSES
3 PLACES
SPRING WING RAIL, NO 14-136 LB RE, LH C/W HARDWARE
ALIGNMENT AND DIMENSIONS TO REPLACE WSM.
SCRRA WILL CONSIDER A TAPERED HEEL SPRING OF SAME
WITH INFORMATION SHOWN.
NAME TAG TO BE AFFIXED TO RIGID WING RAIL NEAR �" PT
PER AREMA.
INSERT TO BE EXPLOSIVE DEPTH HARDENED TO 352 BRINELL
COMPLETED FROGS.
LATEST AREMA PLAN 1010, PERMISSIBLE VARIATIONS IN
FROG SHALL BE CONSTRUCTED TO TOLERANCES GIVEN ON
RETARDER BRACKET (ITEM NO 16) SHALL BE WELDED AS SHOWN.
SHALL BE ROUNDED WITH A �" R.
RAIL BASE, 1�" DIA AT ALL 4 RAIL ENDS. ALL RAIL HOLE EDGES
RAIL END DRILLING SHALL BE @ 9" AND 1’-3�", 3�" ABOVE
SHOWN, UP AGAINST SPRING WING WHEN FULLY THROWN.
FLAT RAIL BRACES (ITEM NO 17) SHALL BE WELDED WHERE
THROWN POSITION.
AT THE �" POINT TO DETERMINE THE SPRING WING
SPRING WING SHALL BE THROWN TO A 1�" FLANGEWAY
SPRING BOX LOAD IS 300 LBS/IN.
RETARDER CLOSING TIME RANGES FROM 1 TO 3 MINUTES.
A
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-41CONCRETE TIES-136 LB RE RAIL
FROG ASSEMBLY PLAN VIEW AND FROG PACK
NO 14 WSM FROG LH
1623’-3�" R
1�"
17’-1" TOE LENGTH 23’-1" HEEL LENGTH
40’-2" OVERALL LENGTH
5�"
�"
2"�"
3"
2�"
1�"
3�"3�"
3�"
�"
�"
�"
�"
GA
P
3�
"
2"
1’-
1�
"
7’-9�" TO PT OF TANGENCY
2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0" 2’-0"
2’-0" FLARE
1’-8�" REF
7�
"
RE
F
3�"
3�
"
1’-8�
"
AC
TU
AL
POIN
T
�"
PT
�"
�"
THROWN POSITIONSPRING WING IN
�"
DETAILSFALSE FLANGE
1�"R
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:42 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-42.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
NOTES:
SF14-136-50RC
SF14-136-51RC
SF14-136-52RC
SF14-136-64RC SF14-136-65RC SF14-136-66RC
U99-00511
U99-00511
U99-00511
SF14-136-55RC
U99-00511
SF14-136-62RC
ED
H
ED
H
TIE SPACING
1312419
12 PLACES
18 6 PLACES
26
24
20
31
8 PLACES
30
2822
25
3
2
26
24
19
31
4 PLACES
14
15
16
E
F
HORN KEEPER, REVERSIBLE
WEAR PLATE FOR REVERSIBLE HORN KEEPER
FLAT RAIL BRACE FOR NON D-BAR APPLICATIONS
FLAT WASHER, FOR 1" DIA x �" THICK, HARDENED
FLAT WASHER, FOR 1�" DIA x �" THICK, HARDENED
WASHER, BOLT CAPTURE STYLE, �" THICK
COTTER PIN, �" DIA x 2" LONG
TAIL WASHER, FLAT (837K)
SPRING BOX ASSEMBLY, WITH 3" MAXIMUM PLUNGER TRAVEL
2621 26 23 15
2621 26 23
2
19
31
24
18
16
3 PASSES
2619 24 31
16
14
1 2
3 PASSES
3 PLACES17
29
1
2
17
3 PASSES
3 PLACES
12
31
20
24
26
13
13
12
TYPICAL 3 PLACES
FLAT RAIL BRACE MOUNTING DETAILS,
MOUNTING DETAILS
HORN AND KEEPER
RETARDER REMOVED FOR CLARITY
SPRING BOX DETAIL
SPRING BOX REMOVED FOR CLARITY
RETARDER MOUNTING DETAILDIMENSIONS AT GAUGE ELEVATION
27
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
1
2
4
5
9
7
8
6
10
11
12
13
14
15
3
1
1
1
1
1
1
1
1
1
1
1
4
4
1
1
ES2805-44
ES2805-44
ES2805-46
ES2805-48
ES2805-50
ES2805-50
ES2805-52
ES2805-52
1
3
6
16
8
2
6
2
24
6
16
6
6
27
2
24
30 29
45
6 7
89 10 11
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
BOLT, 1" DIA x 3�", THIN SQ HEAD, DRILLED @ 2�", GR 5
BOLT, 1" DIA x 4�", HEAVY HEX HEAD, GR 8
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
C
A
A
BBE
SECTION SECTION DETAIL
SECTIONSECTIONDETAIL
F
TOE BLOCK, NO 14-136 LB RE WSM
B
C
REF
BOLT, 1" DIA x 3", THIN SQ HEAD, DRILLED @ 2�", GR 5
BOLT, 1�" DIA x 5�", SQUARE HEAD, GR 8
SECURITY LOCK NUT, 1" DIA, HEX (SH521), GR 5
NUT, 1" DIA HEAVY HEX, SLOTTED, GR 5
PANDROL SPRING CLIP E2056
PANDROL SPRING CLIP E2055
SECURITY LOCK NUT, 1�" DIA HEX (SH530), GR 8
RETARDER PLATE BRACKET FOR FROG C/W HYDRAULIC RETARDER
TIE
C L
RETARDER, ENIDINE P/N: SP22917, CLEVIS ENDS WITH HARDWARE
FROG PLATE (14-136-50RC)
FROG PLATE (14-136-51RC)
FROG PLATE (14-136-52RC)
FROG PLATE (14-136-55RC)
FROG PLATE (14-136-62RC)
FROG PLATE (14-136-64RC)
FROG PLATE (14-136-65RC)
FROG PLATE (14-136-66RC)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
SPRING WING RAIL, NO 14-136 LB RE, RH, C/W HARDWARE
NO 14-136 LB RE SPRING FROG, RH POINT ASSEMBLY
ALIGNMENT AND DIMENSIONS TO REPLACE WSM.
SCRRA WILL CONSIDER A TAPERED HEEL SPRING OF SAME
�" PT WITH INFORMATION SHOWN.
NAME TAG TO BE AFFIXED TO RIGID WING RAIL NEAR
BRINELL PER AREMA.
INSERT TO BE EXPLOSIVE DEPTH HARDENED TO 352
IN COMPLETED FROGS.
ON LATEST AREMA PLAN 1010, PERMISSIBLE VARIATIONS
FROG SHALL BE CONSTRUCTED TO TOLERANCES GIVEN
AS SHOWN.
RETARDER BRACKET (ITEM NO 16) SHALL BE WELDED
ALL RAIL HOLE EDGES SHALL BE ROUNDED WITH A �" R.
3�" ABOVE RAIL BASE, 1�" DIA AT ALL 4 RAIL ENDS.
RAIL END DRILLING SHALL BE @ 9" AND 1’-3�",
SHOWN, UP AGAINST SPRING WING WHEN FULLY THROWN.
FLAT RAIL BRACES (ITEM NO 17) SHALL BE WELDED WHERE
SPRING WING THROWN POSITION.
FLANGEWAY AT THE �" POINT TO DETERMINE THE
SPRING WING SHALL BE THROWN TO A 1�"
SPRING BOX LOAD IS 300 LBS/IN.
MINUTES.
RETARDER CLOSING TIME RANGES FROM 1 TO 3
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-42CONCRETE TIES-136 LB RE RAIL
FROG ASSEMBLY PLAN VIEW AND FROG PACK
NO 14 WSM FROG RH
�"
1�
" – �
"
2’-9�" – �"
2’-6�" – �"
5" – �" 1’-2�" – �"
90°
1’-2�" – �"
2’-7�" – �"
1�
" – �
"
5" – �"
2’-4�" – �"
1’-0�" – �"
90°
�"
1�" – �" 1�" – �"
1’-1�" – �"
SKEW
2�
"
(+�"-0")
6�"
�" �"
SKEW
2�
"
(+�"-0")
6�"
4�
" – �
"
4�
" – �
"
(+� "-0")
6�"
(+� "-0")
6�"
RE
F
1�
"
RE
F
1�
"
2�
"
2�
"
8"
8"
1"
ENSURE CLEARANCE FOR �" DIA CLIP
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:42 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-43.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
NOTES:
3.
2.
1.
3 1
RAIL SEAT
REF
OFFSET
RAIL SEAT
(T
YP)
(TYP)
REF
OFFSET
RAIL SEATRAIL SEAT
3 2
(T
YP)
(TYP)
(T
YP)
(T
YP)
DRAWING.
SLOTTED HOLE CENTERS ARE INDICATED ON
& NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDER
CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM HEIGHT
14-
136-
51
LC
FROG BASE PLATE 14-136-51LCFROG BASE PLATE 14-136-50LC
14-
136-
50
LC
ITEM DESCRIPTION
BILL OF MATERIAL
1
2
PART NO
SCRRA
3
1
0
4
0
1
4 SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
FLAT BAR, ASTM A36, �" x 8" x 2’-7�" LONG
FLAT BAR, ASTM A36, �" x 8" x 2’-9�" LONG
DWG NO
-
-
-
QTY FOR 14-136-50LC QTY FOR 14-136-51LC
SID
ES
BO
TH
�"
�" �"(APPROX �" - �")
INTO OPENING
WRAP AROUND CORNER
3 SIDES
FORGED SHOULDER WELDING DETAIL
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-43CONCRETE TIES-136 LB RE RAIL
FROG BASE PLATES 14-50LC AND 14-51LC
NO 14 WSM FROG LH
�"
1�
" – �
"
2’-9�" – �"
2’-6�" – �"
5" – �" 1’-2�" – �"
90°
1’-2�" – �"
2’-7�" – �"
1�
" – �
"
5" – �"
2’-4�" – �"
1’-1�" – �"
90°
�"
8"
8"
1�
"
RE
F
1�
"
RE
F
1�" – �" 1�" – �"
1’-0�" – �"
4�
" – �
"
2�
"
(+�"-0")
6�"
2�
"
(+�"-0")
6�" (+� "-0")
6� "
(+� "-0")
6� "
�" �"
4�
" – �
"
2�
"
2�
"
1"
ENSURE CLEARANCE FOR �" DIA CLIP
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:43 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-44.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
NOTES:
3.
2.
1.
(TYP)
(T
YP)
SKEW SKEW
RAIL SEAT RAIL SEATRAIL SEAT
RAIL SEAT
3 1 3 2
REF
OFFSET
REF
OFFSET
(T
YP)
(TYP)
(T
YP)
(T
YP)
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
& NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDER
CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM HEIGHT
ITEM DESCRIPTION
BILL OF MATERIAL
1
2
PART NO
SCRRA
3
1
0
4
0
1
4 SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
FLAT BAR, ASTM A36, �" x 8" x 2’-7�" LONG
FLAT BAR, ASTM A36, �" x 8" x 2’-9�" LONG
DWG NO
-
-
-
QTY FOR 24-136-50RC QTY FOR 24-136-51RC
14-
13
6-
51
RC
14-
13
6-
50
RC
FROG BASE PLATE 14-136-50RC FROG BASE PLATE 14-136-51RC
SID
ES
BO
TH
�"
�" �"(APPROX �" - �")
INTO OPENING
WRAP AROUND CORNER
3 SIDES
FORGED SHOULDER WELDING DETAIL
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-44CONCRETE TIES-136 LB RE RAIL
FROG BASE PLATES 14-50RC AND 14-51RC
NO 14 WSM FROG RH
2’-
2�
" – �
"
2’-
4" – �
"
1�
" – �
"1’-
1�
" – �
"7�
" – �
"
2’-
2�
" – �
"
6�
" – �
"
1’-
5�
" – �
"5" – �
"
2�" – �"
2�" – �"
2�" – �"
6�
" – �
"
2�" – �"
4�" – �"
2�
" – �
"
6�
" – �
"
6�
" – �
"
1" – �"
1�" REF
1" x 1�" (+�" - 0")
1" – �"
1"
ENSURE CLEARANCE FOR �" DIA CLIP
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:43 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-45.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
2
3
4
1 BURNED PLATE, �" THICK
1
4
1
1
BURNED STOP, �" THICK, TAPERED 1�" TO 1�", 6" LONG
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
BURNED STOP, �" THICK, TAPERED 3�" TO 3�", 6" LONG
NOTES:
3.
2.
1.
DA
TU
MD
AT
UM
1�
" – �
"
2’-
1�
" – �
"
4’-
1�
" – �
"
12 SLOTTED HOLES
4
1
�"
�"
2’-
1�
" – �
"
4’-
1�
" – �
"
1�
" – �
"
32
�"
�"
ITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIAL
(TYP) DATUM
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
AND STOPS AND NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDERS
CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM HEIGHT
14-136-52LC
FROG BASE PLATE 14-136-52LC
-
-
-
-
SID
ES
BO
TH
�"
�" �"(APPROX �" - �")
INTO OPENING
WRAP AROUND CORNER
3 SIDES
FORGED SHOULDER WELDING DETAIL
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-45CONCRETE TIES-136 LB RE RAIL
FROG BASE PLATE 14-52LC
NO 14 WSM FROG LH
2’-
2�
" – �
"
2’-
4" – �
"
1’-
5�
" – �
"5" – �
"
1�
" – �
"7�
" – �
"1’-
1�
" – �
"
2’-
2�
" – �
"
6�
" – �
"
6�
" – �
"
6�
" – �
"
6�
" – �
"
2�" – �"
2�" – �"
2�" – �"
4�" – �"
2�" – �"2�
" – �
"
1" – �"1" – �"
1�" REF
1" x 1�" (+�" - 0")
1"
ENSURE CLEARANCE FOR �" DIA CLIP
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:44 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-46.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
2
3
4
1 BURNED PLATE, �" THICK
1
4
1
1
BURNED STOP, �" THICK, TAPERED 1�" TO 1�", 6" LONG
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
BURNED STOP, �" THICK, TAPERED 3�" TO 3�", 6" LONG
NOTES:
3.
2.
1.
DA
TU
MD
AT
UM
1�
" – �
"
2’-
1�
" – �
"
4’-
1�
" – �
"
12 SLOTTED HOLES
4
1
�"
�"
2’-
1�
" – �
"
4’-
1�
" – �
"
1�
" – �
"
3
2
�"
�"
ITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIAL
(TYP)
-
-
-
-
DATUM
14-136-52RC
FROG BASE PLATE 14-136-52RC
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
AND STOPS AND NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDERS
CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM HEIGHT
SID
ES
BO
TH
�"
�" �"(APPROX �" - �")
INTO OPENING
WRAP AROUND CORNER
3 SIDES
FORGED SHOULDER WELDING DETAIL
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-46CONCRETE TIES-136 LB RE RAIL
FROG BASE PLATE 14-52RC
NO 14 WSM FROG RH
6"
HOLES28 SLOTTED (+�" - 0")1" x 1�"
1�" REF
11�
" – �
"7�
" – �
"
2�" – �"
1�
" – �
"
1�
" – �
"
2’-
4" – �
" �" – �"
1�" – �"
�" – �"
�" – �"
3’-
4" – �
"
1’-
2�
" – �
"
2’-
7" – �
"
1’-
3�
" – �
"
2�" – �"
1’-
10�
" – �
"
1’-
10�
" – �
"
1’-
11�
" – �
"
2’-
11" – �
"
7�
" – �
"
6’-0" – �"
8’-0" – �"
2’-0" – �"
4’-0" – �"
3’-11�" – �"
�" – �"
2’-
6" – �
"
4�" – �"
ENSURE CLEARANCE FOR �" DIA CLIP
1"
�" – �
"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:44 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-47.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
2
3
4
5 1
1
1 1
CAPTURE BLOCK FOR SPRING BOX
FLAT BAR, ASTM A36, �" THICK x 2" x 6" LONG
DA
TU
MD
AT
UM
3
6
4
1
2
5
6
5
4
2
BURNED PLATE, �" THICK
NOTES:
CAPTURE BLOCK FOR PLATE CLIP
CAPTURE BLOCK FOR HORN KEEPER
FORGED SHOULDER WELDING DETAIL
4.
3.
2.
1.
ITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIAL
1�
" – �
"1�
" – �
"
2’-
1�
" – �
"
4’-
1�
" – �
"
6’-
1�
" – �
"
8’-
1�
" – �
"
10’-
1�
" – �
"
12’-
1�
" – �
"
10’-
1�
" – �
"
12’-
1�
" – �
"
8’-
1�
" – �
"
4’-
1�
" – �
"
6’-
1�
" – �
"
2’-1�" – �"
SID
ES
BO
TH
(TYP)
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1 -
-
-
-
-
-
14-136-55LC
FROG BASE PLATE 14-136-55LC
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
SHALL BE FREE OF WELD AND SPATTER.
OPENINGS IN BOLT CAPTURE BLOCKS
AND STOPS AND NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDERS
CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM HEIGHT
�"
�"�"
(APPROX �" - �")
INTO OPENING
WRAP AROUND CORNER
3 SIDES
�"
�"
(TYP)
3 PASSES
�"3 SIDES
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-47CONCRETE TIES-136 LB RE RAIL
FROG BASE PLATE 14-55LC
NO 14 WSM FROG LH
6"
8’-0" – �"
6’-0" – �"
4’-0" – �"
2’-0" – �"3’-11�" – �"
7�
" – �
"11�
" – �
"
2’-
4" – �
"
2’-
6" – �
"
4�" – �"1’-
2�
" – �
"
2’-
7" – �
"
1’-
3�
" – �
"
3’-
4" – �
"
1’-
10�
" – �
"
7�
" – �
"1’-
10�
" – �
"
1’-
11�
" – �
"
2’-
11" – �
"
HOLES28 SLOTTED (+�" - 0")1" x 1�"
1�
" – �
"
�" – �
"
2�" – �"
1�
" – �
"
2�" – �"
�" – �"
1�" REF
�" – �"
�" – �"
1�" – �"
�" – �"
2�" – �"
ENSURE CLEARANCE FOR �" DIA CLIP
1"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:45 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-48.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
2
3
4
5 1
1
1 1
CAPTURE BLOCK FOR SPRING BOX
CAPTURE BLOCK FOR HORN KEEPER
FLAT BAR, ASTM A36, �" THICK x 2" x 6" LONG
CAPTURE BLOCK FOR PLATE CLIP
6
5
4
2
BURNED PLATE, �" THICK
DA
TU
MD
AT
UM
36
4
2
5
1
NOTES:
FORGED SHOULDER WELDING DETAIL
4.
3.
2.
1.
ITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIAL
2’-
1�
" – �
"
4’-
1�
" – �
"
2’-
1�
" – �
"
1�
" – �
"
6’-
1�
" – �
"
4’-
1�
" – �
"
6’-
1�
" – �
"
8’-
1�
" – �
"
10’-
1�
" – �
"
8’-
1�
" – �
"
10’-
1�
" – �
"
12’-
1�
" – �
"12’-
1�
" – �
"
(TYP)
SID
ES
BO
TH
14-136-55RC
FROG BASE PLATE 14-136-55RC
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
SHALL BE FREE OF WELD AND SPATTER.
OPENINGS IN BOLT CAPTURE BLOCKS
AND STOPS AND NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDERS
CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM HEIGHT
-
-
-
-
-
-
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
1�
" – �
"
�"(APPROX �" - �")
INTO OPENING
WRAP AROUND CORNER
3 SIDES�"
�"
�"
�"
�"
(TYP)
3 PASSES
3 SIDES�"
4 SIDES
3 PASSES
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-48CONCRETE TIES-136 LB RE RAIL
FROG BASE PLATE 14-55RC
NO 14 WSM FROG RH
1�
"–�
"
8"
90°
1�" REF
2’-4�" – �"
2’-1�" – �"
9�" – �"5" – �"1�" – �"
9�" – �"
4�
" – �
"
2’-
5�
" – �
"
1’-
4�
" – �
"
�" – �" 1’-
7�
" – �
"
2’-
4�
" – �
"
�" – �"
7�
" – �
"1�
" – �
"
2�
" – �
"
2�
" – �
"
�"
RE
F
1�
"
�"
2�
" – �
"
(+� "-0")
6� "
�" – �"
2�" – �"
4�" – �"
4" – �"
4�
" – �
"
(+�"- 0")
6�"
(T
YP)
(T
YP)
ENSURE CLEARANCE FOR �" DIA CLIP
1"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
8 SLOTTED HOLES
(+�" - 0")
1" x 1�"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:45 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-49.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
NOTES:
4.
3.
2.
1.
FORGED SHOULDER WELDING DETAILPLATE BRACE CAPTURE BLOCK
WELDING DETAILS
DA
TU
MD
AT
UM
2
1
3
3�
" – �
"3�
" – �
"
2’-
3�
" – �
"
RAIL SEAT
34
(TYP)
REF
OFFSET
RAIL SEAT
(TYP)
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
SHALL BE FREE OF WELD AND SPATTER.
OPENINGS IN BOLT CAPTURE BLOCKS
AND STOPS AND NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDERS
HEIGHT CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM
FROG BASE PLATE 14-136-64LCFROG BASE PLATE 14-136-62LC
14-136-62LC
14-136-64LC
ITEM DESCRIPTION
BILL OF MATERIAL
1
2
PART NO
SCRRA
3
1
1
3 SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
DWG NO
-
-
-
-4 0 FLAT BAR, ASTM A36,�" x 8" x 2’-4�" LONG
CAPTURE BLOCK FOR HORN KEEPER
QTY FOR 14-136-62LC QTY FOR 14-136-64LC
0
0
4
1
SID
ES
BO
TH
BURNED PLATE, �" THICK
�"
�"�"
(APPROX �" - �")
INTO OPENING
WRAP AROUND CORNER
3 SIDES
3 PASSES�"
�"
�"DRESSED FLUSH
WELD SHALL BE
3 PASSES
2’-
3�
" – �
"
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-49CONCRETE TIES-136 LB RE RAIL
FROG BASE PLATES 14-62LC AND 14-64LC
NO 14 WSM FROG LH
1�
"–�
"90
°
8"
1�" REF
2’-
5�
" – �
"
1’-
4�
" – �
"
�" – �"
4" – �"
1�
" – �
"7�
" – �
"
4�" – �"
4�
" – �
" �" – �"
2�" – �"
1’-
7�
" – �
"
2’-
4�
" – �
"
5" – �" 9�" – �"
4�
" – �
"
1�" – �" 2’-1�" – �"
9�" – �"
�"
(+�"-0")
6�"
2�
" – �
"
2�
" – �
"
(+� "-0")
6� "
RE
F
1�
"
2’-4�" – �"
(T
YP)
(T
YP)
�" – �
"
�"
2�
" – �
"
1"
ENSURE CLEARANCE FOR �" DIA CLIP
HOLES
4 SLOTTED
(+�" - 0)
1" x 1�"
8 SLOTTED HOLES
(+�" - 0")
1" x 1�"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:46 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-50.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
NOTES:
4.
3.
2.
1.
DA
TU
MD
AT
UM
2
1
3
3�
" – �
"3�
" – �
"
2’-
3�
" – �
"
RAIL SEAT
SKEW
RAIL SEAT
3 4
(TYP)
REF
OFFSET
(TYP)
ITEM DESCRIPTION
BILL OF MATERIAL
1
2
PART NO
SCRRA
3
1
1
3 SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
DWG NO
-
-
-
-4 0 FLAT BAR, ASTM A36,�" x 8" x 2’-4�" LONG
CAPTURE BLOCK FOR HORN KEEPER
QTY FOR 14-136-62RC QTY FOR 14-136-64RC
0
0
4
1
FROG BASE PLATE 14-136-62RCFROG BASE PLATE 14-136-64RC
PLATE BRACE CAPTURE BLOCK
WELDING DETAILS
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
SHALL BE FREE OF WELD AND SPATTER.
OPENINGS IN BOLT CAPTURE BLOCKS
AND STOPS AND NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDERS
HEIGHT CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM
(T
YP)
14-136-62RC
14-136-64RC
BURNED PLATE, �" THICK
�"DRESSED FLUSH
WELD SHALL BE
3 PASSES
�"
�"3 SIDES
2’-
3�
" – �
"
SID
ES
BO
TH
�"
�" �"(APPROX �" - �")
INTO OPENING
WRAP AROUND CORNER
3 SIDES
FORGED SHOULDER WELDING DETAIL
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-50CONCRETE TIES-136 LB RE RAIL
FROG BASE PLATES 14-62RC AND 14-64RC
NO 14 WSM FROG RH
8"
90°
8"
90°
�"
�"
2’-6�" – �"
2’-3�" – �"
10�" – �"5" – �"1�" – �"
1�
" – �
"
11�" – �"
4�
" – �
"
2’-8�" – �"
2’-5�" – �"
1’-0�" – �"5" – �"
1’-1�" – �"
4�
" – �
"1�
" – �
"
1�" – �"
(T
YP)
(T
YP)
(T
YP)
(T
YP)
�" �"
(+�"-0")
6�"
2�
"
2�
"
2�
"
�" – �"
RE
F
1�
"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"�" – �"
RE
F
1�
"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
2�
"
(+�"-0")
6�"
(+� "-0")
6�"
(+� "-0")
6�"
ENSURE CLEARANCE FOR �" DIA CLIP
1"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:46 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-51.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
NOTES:
FORGED SHOULDER WELDING DETAIL3.
2.
1.
(TYP) (TYP)
3 1 3 2
REF
OFFSET
REF
OFFSET
RAIL SEAT RAIL SEAT
SKEW
RAIL SEAT
SKEW
RAIL SEAT
SID
ES
BO
TH
FROG BASE PLATE 14-136-65LC FROG BASE PLATE 14-136-66LC
DRAWING.
SLOTTED HOLE CENTERS ARE INDICATED ON
NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDER &
HEIGHT CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM
14-136-65LC
14-136-66LC
ITEM DESCRIPTION
BILL OF MATERIAL
1
2
PART NO
SCRRA
3
1
0
4 SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
FLAT BAR, ASTM A36, �" x 8" x 2’-6�" LONG
DWG NO
-
-
-
QTY FOR 14-136-65LC QTY FOR 14-136-66LC
0
1
4
FLAT BAR, ASTM A36, �" x 8" x 2’-8�" LONG
�"
�" �"(APPROX �" - �")
INTO OPENING
WRAP AROUND CORNER
3 SIDES
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-51CONCRETE TIES-136 LB RE RAIL
FROG BASE PLATES 14-65LC AND 14-66LC
N0 14 WSM FROG LH
90°
8"
8"
90°
2’-8�" – �"
2’-5�" – �"
1’-1�" – �"5" – �"
1’-0�" – �"
4�
" – �
"1�
" – �
"
1�" – �"
2’-6�" – �"
2’-3�" – �"
11�" – �"5" – �"1�" – �"
1�
" – �
"4�
" – �
"
10�" – �"
2�
"
�"
RE
F
�"
RE
F
(T
YP)
(T
YP)
RE
F
1�
"
RE
F
1�
"
2�
"
2�
"
�" �"
2�
"
�" – �" �" – �"
(+� "-0")
6� "
(+� "-0")
6� "
(+�"-0")
6�"
(+�"-0")
6�"
(T
YP)
(T
YP)
ENSURE CLEARANCE FOR �" DIA CLIP
1"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:46 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-52.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
NOTES:
FORGED SHOULDER WELDING DETAIL
3 1
3.
2.
1.
23
(TYP)
REF
OFFSET
REF
OFFSET
RAIL SEAT
RAIL SEATRAIL SEATRAIL SEAT
(TYP)
ITEM DESCRIPTION
BILL OF MATERIAL
1
2
PART NO
SCRRA
3
1
0
4 SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
FLAT BAR, ASTM A36, �" x 8" x 2’-6�" LONG
DWG NO
-
-
-
QTY FOR 14-136-65RC QTY FOR 14-136-66RC
0
1
4
FLAT BAR, ASTM A36, �" x 8" x 2’-8�" LONG
FROG BASE PLATE 14-136-66RCFROG BASE PLATE 14-136-65RC
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDER &
HEIGHT CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM
SID
ES
BO
TH
14-136-65RC
14-136-66RC
�"
�" �"(APPROX �" - �")
INTO OPENING
WRAP AROUND CORNER
3 SIDES
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-52CONCRETE TIES-136 LB RE RAIL
FROG BASE PLATES 14-65RC AND 14-66RC
NO 14 WSM FROG RH
1"
1�" – �"
8’ LIFT POINT
26’
8’ LIFT POINT
�"
RE
F
1"
1�" – �"
1�" REF1’-11�" – �"
2’-2�" – �"
4�" – �"1�" – �"
�" – �
"
�"
1’-11�" REF 2’-0�" (TYP)
REF
OFFSET
�"
2�
"
�
"
3�"
(T
YP)
(T
YP)
1�
" – �
"
8"
(+� "-0")
6�"
RAIL SEAT
9� " – �"
4�" – �"
4�
" – �
"
1"
�" x 8" x 2’-2�"
FLAT BAR,
ASSEMBLY (BOLTLESS)
GUARD RAIL CHAIR
TONGUELESS TYPE 1
FORGED SHOULDER,
ENSURE CLEARANCE FOR �" DIA CLIP
4 SLOTTED HOLES
1" DIA (+�" - 0")
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:47 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-61.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
NOTES:
1
12
12
1
2
3
LIFT
POINT
LIFT
POINTWEIGHT
LOCKING BLOCK
H-CLAMP
GUARD BAR, UIC33 1200 SERIES x 26’-0" LONG
4
5
6 48
12
36
6 5
4
3
2
21
14-136-L
H-S
KE
W-26 FT
6.
5.
4.
3.
2.
1.
ITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIAL
BVIEW
CSECTION
APARTIAL SECTION
REF
SEE ES2800-50 FOR STRAIGHT SIDE GUARD RAIL.
TO CLEAR FOOT OF CHAIR ASSEMBLY.
GRIND AWAY CORNER OF PANDROL SHOULDER
WITH �" HIGH CHARACTERS AS SHOWN.
PLATE IS TO BE STAMPED WITH PLATE I.D.
OF WEAR BAR WITH WHITE PAINT.
LIFT POINTS AND WEIGHT OF ASSEMBLY TO BE MARKED ON HEAD
PANDROL SPRING CLIPS (E2055) TO BE INCLUDED IN ASSEMBLY.
IS TO BE DETERMINED BY TIE SPACING AT TIME OF INSTALLATION.
PLATE SPACING IS SET FOR SHIPPING ONLY. FINAL PLATE SPACING
GUARD RAIL HARDWARE ASSEMBLY
GUARD RAIL PLATE ASSEMBLY
-
-
-
-
-
-
GUARD RAIL PLATE ASSEMBLY, RAISED 1", LH SKEWED
CLIP, PANDROL, E2055
SHIM, �" THICK x 3" x 6" LONG
SID
ES
BO
TH
�"
�" �"(APPROX �" - �")
INTO OPENING
WRAP AROUND CORNER
3 SIDES
FORGED SHOULDER WELDING DETAIL
�" 2 PLACES
3 SIDES
C
B
A
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-61CONCRETE TIES-136 LB RE RAIL, 1-7/8" FLANGEWAY
26’-0" LONG, BOLTLESS, RAISED 1"
LH SKEWED WITH PLATES
NO 14 GUARD RAIL ASSEMBLY,
1"
1�" – �"
�"
RE
F
1"
1�" – �"
1’-11�" – �"
2’-2�" – �"
1�" – �"
4�" – �"
8"
�" – �
"
1�" REF
3�" REF
�"
8’ LIFT POINT
26’
8’ LIFT POINT
1’-11�" REF
2�
"
(+� "-0")
6� "
9� " – � "
4�" – �"
(T
YP)
1�
" – �
"
REF
OFFSET
�"
�
"
4�
" – �
"
(T
YP)
4 SLOTTED HOLES
1" DIA (+�" - 0")
2’-0�" (TYP)
1"
ENSURE CLEARANCE FOR �" DIA CLIP
TONGUELESS TYPE 1
FORGED SHOULDER, ASSEMBLY (BOLTLESS)
GUARD RAIL CHAIR
�" x 8" x 2’-2�"
FLAT BAR,
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:47 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-62.DGN
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
3
6 5
4
2
LIFT
POINT
LIFT
POINT WEIGHT
1
2
1
12
12
1
2
3
LOCKING BLOCK
H-CLAMP
GUARD BAR, UIC33 1200 SERIES x 26’-0" LONG
4
5
6 48
12
36
14-136-
RH-S
KE
W-26 FT
ITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIAL
B
C
A
SECTION
NOTES:
6.
5.
4.
3.
2.
1.
RAIL SEAT
PARTIAL SECTIONGUARD RAIL HARDWARE ASSEMBLY
VIEW
GUARD RAIL PLATE ASSEMBLYSEE ES2800-50 FOR STRAIGHT SIDE GUARD RAIL.
TO CLEAR FOOT OF CHAIR ASSEMBLY.
GRIND AWAY CORNER OF PANDROL SHOULDER
WITH �" HIGH CHARACTERS AS SHOWN.
PLATE IS TO BE STAMPED WITH PLATE I.D.
OF WEAR BAR WITH WHITE PAINT.
LIFT POINTS AND WEIGHT OF ASSEMBLY TO BE MARKED ON HEAD
PANDROL SPRING CLIPS (E2055) TO BE INCLUDED IN ASSEMBLY.
IS TO BE DETERMINED BY TIE SPACING AT TIME OF INSTALLATION.
PLATE SPACING IS SET FOR SHIPPING ONLY. FINAL PLATE SPACING
-
-
-
-
-
-SHIM, �" THICK x 3" x 6" LONG
GUARD RAIL PLATE ASSEMBLY, RAISED 1", RH SKEWED
CLIP, PANDROL, E2055
2 PLACES
3 SIDES
�"
B
SID
ES
BO
TH
�"
�" �"(APPROX �" - �")
INTO OPENING
WRAP AROUND CORNER
3 SIDES
FORGED SHOULDER WELDING DETAIL
C
A
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-62CONCRETE TIES-136 LB RE RAIL, 1-7/8" FLANGEWAY
26’-0" LONG, BOLTLESS, RAISED 1"
RH SKEWED WITH PLATES
NO 14 GUARD RAIL ASSEMBLY,
6’-0�" 8’-0"
6�
"
STEEL TIE TOP ELEVATION
1’-9�"
2�
"
1�
"
DA
P
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:48 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-71.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
1�" HVY HEX
V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
V45-00012
NUT W/COTTER SLOTTED 1" HEX
V30-60037
V45-00012
NUT W/COTTER SLOTTED 1" HEX
V30-60037 V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
1516
6
2
6
3
8
10
7
4
9
9
5
9
9
1
REAR HELPER ROD CRANK ATTACHES TO ROD PIN
5
3
14
131112
152
216
1
1
1
1
1
4
1
1
2
4
5
6
7
8
9
2
1
3
16
15
14
13
12
11
10 1
1
1
1
1
1
ROD POINT BRACKET, THROW ROD, ANTI-ROLL, HOLES AT 2�" ARB, LH
ROD POINT BRACKET, THROW ROD, ANTI-ROLL, HOLES AT 2�" ARB, RH
DROP LUG FOR US&S M23 SWITCH MACHINE DRIVE BAR
LOCK ROD, FOR M23 SWITCH MACHINE, HST
DETECTOR ROD, FOR M23 SWITCH MACHINE, HST
COTTER PIN, �" DIA x 1�" LONG
SWITCH ROD NO 1, FOR POINT DETECTOR/LOCK ROD, (14-136-1)
SWITCH ROD NO 3, THROW, (14-136-3)
SWITCH ROD NO 4, THROW, (14-136-4) R
OD
NO
1
RO
D
NO
2
RO
D
NO
3
RO
D
NO
4
SWITCH ROD ASSEMBLY NO 1
(VIEW FROM HEEL TOWARDS PS)
POINT DETECTOR ROD CONNECTION SHOWN
SWITCH ROD ASSEMBLY NO 1
(VIEW FROM HEEL TOWARDS PS)
LOCK ROD CONNECTION SHOWN
REAR HELPER (ROD NO 4) DRIVE ROD ASSEMBLY
DRIVE ROD (ROD NO 2) ASSEMBLY
(VIEW FROM HEEL TOWARDS PS)
FRONT HELPER ROD CRANK ATTACHES TO BASKET
ROTARY ASSIST ASSEMBLY FOR NO 14-136 LB RE TURNOUT
ITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIAL
SPRING WASHER, �" DIA
ROD POINT BRACKET, HOLES AT 2�" ARB, C/W SQ BOLTS
SWITCH ROD NO 2, DRIVE, C/W BASKET (14-136-2)
ES2805-73
ES2805-73
ES2805-73
ES2805-73
-
-
-
-
-
-
-
-
-
-
-
-
ROD POINT BRACKET, DETECTOR/LOCK ROD, HOLES AT 2�" ARB
1
ARB -ABOVE RAIL BASE
*
*
*
*
*
BOLT, �" DIA x 3" LONG, DRILLED 2�" BELOW HEAD, HEAVY HEX, GR 5
NUT, �" DIA SLOTTED HEAVY HEX, GR 8
(T
YP)
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-71NO 14-136 LB RE SPRING FROG TURNOUT
SWITCH MACHINE ON LEFT HAND SIDE
HOLLOW STEEL TIE RODDING ASSEMBLY
6’-0�" 8’-0"
6�
"
STEEL TIE TOP ELEVATION
1’-9�"
2�
"
1�
"
DA
P
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:49 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-72.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
1�" HVY HEX
V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
V45-00012
NUT W/COTTER SLOTTED 1" HEX
V30-60037
V45-00012
NUT W/COTTER SLOTTED 1" HEX
V30-60037 V30-60037
NUT W/COTTER SLOTTED 1" HEX
V45-00012
1516
6
2
6
3
7
10
8
4
9
9
5
9
9
1
FRONT HELPER ROD CRANK ATTACHES TO BASKET
3
5
REAR HELPER ROD CRANK ATTACHES TO ROD PIN
14
12
1311
16
2
15
2
1
1
1
1
1
4
1
1
2
4
5
6
7
8
9
2
1
3
16
15
14
13
12
11
10 1
1
1
1
1
1
ROD POINT BRACKET, DETECTOR/LOCK ROD, HOLES AT 2�" ARB
ROD POINT BRACKET, THROW ROD, ANTI-ROLL, HOLES AT 2�" ARB, LH
ROD POINT BRACKET, THROW ROD, ANTI-ROLL, HOLES AT 2�" ARB, RH
DROP LUG FOR US&S M23 SWITCH MACHINE DRIVE BAR
LOCK ROD, FOR M23 SWITCH MACHINE, HST
DETECTOR ROD, FOR M23 SWITCH MACHINE, HST
COTTER PIN, �" DIA x 1�" LONG
SWITCH ROD NO 1, FOR POINT DETECTOR/LOCK ROD, (14-136-1)
SWITCH ROD NO 3, THROW, (14-136-3)
SWITCH ROD NO 4, THROW, (14-136-4)
RO
D
NO
1
RO
D
NO
2
RO
D
NO
3
RO
D
NO
4
SWITCH ROD ASSEMBLY NO 1
SWITCH ROD ASSEMBLY NO 1 DRIVE ROD (ROD NO 2) ASSEMBLY
(VIEW FROM HEEL TOWARDS PS)
REAR HELPER (ROD NO 4) DRIVE ROD ASSEMBLY
ROTARY ASSIST ASSEMBLY FOR NO 14-136 LB RE TURNOUT
SPRING WASHER, �" DIA
ITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIAL
ROD POINT BRACKET, HOLES AT 2�" ARB, C/W SQ BOLTS
SWITCH ROD NO 2, DRIVE, C/W BASKET (14-136-2)
ES2805-73
ES2805-73
ES2805-73
ES2805-73
NUT, �" DIA SLOTTED HEAVY HEX, GR 8
BOLT, �" DIA x 3" LONG, DRILLED 2�" BELOW HEAD, HEAVY HEX, GR 5
ARB -ABOVE RAIL BASE*
*
*
*
*
-
-
-
-
-
-
-
-
-
-
-
-1
(T
YP)
(VIEW FROM HEEL TOWARDS PS)
LOCK ROD CONNECTION SHOWN
(VIEW FROM HEEL TOWARDS PS)
POINT DETECTOR ROD CONNECTION SHOWN
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-72NO 14-136 LB RE SPRING FROG TURNOUT
SWITCH MACHINE ON RIGHT HAND SIDE
HOLLOW STEEL TIE RODDING ASSEMBLY
3’-3�" 3’-4�"
3�
"
2�" REF
3’-6�"
3’-5"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:50 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-73.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ITEM QTY
1
2
1
2
2
DESCRIPTION
1
2
4
5
3
DWG NOPART NO
SCRRA
SWITCH ROD 14-136-1
SWITCH CLIP ASSEMBLY, ADJUSTABLE, FOR HOLLOW TIE COMPOSITE RODS
CONNECTOR LUG FOR POINT DETECTOR/LOCK RODS
HUCK COLLAR, �" DIA (LC-2R24B)
3
4
5
2
1
2
SWITCH ROD ASSEMBLY 14-136-1
NOTES:
ITEM QTY
1
2
4
4
2
DESCRIPTION
1
2
4
5
3
DWG NOPART NO
SCRRA
6
7
1
1
CLIP/LUG ASSEMBLY, HST SWITCH, ANTI-ROLLOVER DESIGN, LH
HUCK COLLAR, �" DIA (LC-2R24B)
SPLICE PLATE, FOR BLUE ROD BASKET ASSEMBLY RODS
SWITCH ROD ASSEMBLY 14-136-2
65
4
2
7
2
13
SEE NOTE 2
1
2 2
ITEM QTY
1
2
DESCRIPTION
1
2
DWG NOPART NO
SCRRA
SWITCH ROD 14-136-3
SWITCH CLIP ASSEMBLY, ADJUSTABLE, FOR HOLLOW TIE
SWITCH ROD ASSEMBLY 14-136-3
14-136-2
2.
1.
SWITCH RODS MUST BE PARALLEL WITHIN �" OVER LENGTH OF 2-B ROD.
ROD IDENTIFICATION TO BE ENGRAVED ON ROD CLEARLY AS SHOWN, �" MIN HEIGHT.
BILL OF MATERIAL FOR SWITCH ROD 14-136-1 BILL OF MATERIAL FOR SWITCH ROD 14-136-2
14-136-1
14-136-3
SWITCH ROD ASSEMBLY 14-136-4
14-136-4
4
5
3
2
1
ITEM QTY
1
2
1
2
2
DESCRIPTION
1
2
4
5
3
DWG NOPART NO
SCRRA
SWITCH ROD 14-136-4
HUCK COLLAR, �" DIA (LC-2R24B)
BILL OF MATERIAL FOR SWITCH ROD 14-136-4
SWITCH CLIP ASSEMBLY, ADJUSTABLE
CONNECTOR LUG FOR REAR DRIVE ROD
BLUE ROD, PULTRUDED COMPOSITE, 1�" x 2�" x 2’-7" LONG, 2-B ROD
BILL OF MATERIAL FOR SWITCH ROD 14-136-3
-
-
-
-
-
HUCK BOLT, �" DIA (C50LR-BR24-36)
-
-
-
-
-
-
-
HUCK BOLT, �" DIA (C50LR-BR24-36)
BASKET/ROD ASSEMBLY FOR HST WITH ROTARY ASSIST
-
-
-
-
-
-
-
HUCK BOLT, �" DIA (C50LR-BR24-36)
BLUE ROD, PULTRUDED COMPOSITE, 1�" x 2�" x 5’-10" LONG, 14-136-2A
1
2
3
3’-3�"
3’-4�"
3’-5"
ROD # C-C PIN DEMINSION
4 3’-6�"
4�" THROW
DIMENSIONS REQUIRED FOR
NOTE: CENTER TO CENTER PIN
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-73NO 14-136 LB RE
14-1, 14-2, 14-3 AND 14-4
HOLLOW STEEL TIE SWITCH RODS
5" – �"
6�" – �"
2�
"
OFFSET
�"
1’-10�" – �"
(TYP)
1�" – �"
2’-1�" – �"
90°
(+� "-0")
6� "
RE
F
1�
"
(T
YP)
4�
"–�
"
(T
YP)
1�
"–�
"
11�" – �"
1’-0�" – �"
(T
YP)
4�
"–�
"
(T
YP)
1�
"–�
"
1’-0�" – �"
RE
F
1�
"2’-1�" – �"
1’-10�" – �"
OFFSET
�"1’-0�" – �"
90°
2�
"
5" – �"(TYP)
1�" – �"
�" REF
(+�"-0")
6�"
(TYP)
1�" – �"
2’-2�" – �"
1’-11�" – �"
5" – �"
OFFSET
�"
RE
F
1�
"
90°
(T
YP)
4�
"–�
"
(T
YP)
1�
"–�
"
1’-1�" – �"
(+�"-0")
6�"
2�
"
(+� "-0")
6� "
1’-0�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
(TYP)
1�" – �"
2’-2�" – �"
1’-11�" – �"
5" – �"
2�
"
1’-1�" – �"
OFFSET
�"
RE
F
1�
"
(+� "-0")
6� "(+�"-0")
6�"
90°
1’-0�" – �"
RE
F
�"
RE
F
�"
RE
F
�"
1’-1�" – �"
(T
YP)
4�
"–�
"
(T
YP)
1�
"–�
"
(TYP)
1�" – �"
2’-3�" – �"
5" – �"
2�
"
1’-2" – �"
OFFSET
�"
(+�"-0")
6�"
(+� "-0")
6� "
90°
RE
F
1�
"
1’-0�" – �"
1’-2�" – �"
(T
YP)
4�
"–�
"
(T
YP)
1�
"–�
"
1’-0�" – �"
1’-2�" – �"
RE
F
1�
"
(+�"-0")
6�"
90°
2�
"
(+� "-0")
6� "
OFFSET
�"(TYP)
1�" – �"
2’-3�" – �"
5" – �" 1’-1�" – �"
2’-0�" – �"
RE
F
�"
RE
F
�"
RE
F
�"
1’-1�" – �" 4 SLOTTED HOLES
(+�" - 0")
1" x 1�"
4 SLOTTED HOLES
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
1"
1"
1"
1"
1"
1"
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
8"
8"
8"
8"
8"
8"
1’-0�" – �"
4 SLOTTED HOLES
(+�" - 0")
1" x 1�"
4 SLOTTED HOLES
(+�" - 0")
1" x 1�"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:50 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-81.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
BILL OF MATERIALS
ITEM DESCRIPTION
1
2
3
4
BILL OF MATERIALS
ITEM DESCRIPTION
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 5
5
6
7
NOTES:
(T
YP)
REF
SWITCH PLATE P14-136-16LLC
FLAT BAR, ASTM A36, 1" x 8" x 2’-1�"
SWITCH PLATE P14-136-16LRC
REF
SKEW
2
RAIL SEAT
RAIL SEAT
SKEW SKEW
REF
(T
YP)
RAIL SEAT
RAIL SEAT
SWITCH PLATE P14-136-17LLC
FLAT BAR, ASTM A36, 1" x 8" x 2’-2�"
FLAT BAR, ASTM A36, �" x 6" x 1�"
�"
�"
SWITCH PLATE P14-136-17LRC
(T
YP)
REF
RAIL SEAT
SKEW
RAIL SEAT
�"
�"
FLAT BAR, ASTM A36, 1" x 8" x 2’-3�"
FLAT BAR, ASTM A36, �" x 6" x 2�"
(T
YP)
REF
RAIL SEAT
SKEW
RAIL SEAT
�"
�"
SWITCH PLATE P14-136-18LLC
�"
�"
RAIL SEAT
(T
YP)
RAIL SEAT
SKEW
REF
SWITCH PLATE P14-136-18LRC
1 3 4 3 25 6 3 7 2
1 2 3 4 2 5 3 6 2 7 3
(T
YP)
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
& NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDER
CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM HEIGHT
3.
2.
1.
14-
13
6-
16
LL
C
14-136-16L
RC
14-136-17L
RC
14-
13
6-1
7L
LC
14-1
36-
18
LL
C
14-136-18L
RC
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
A. CARLOS
NTS
ES2805-81FOR NO 14 136 LB RE LH CONCRETE TIE TURNOUT
(14-16LLC / LRC THROUGH 14-18LLC / LRC)
SWITCH PLATES
�"
0.188" – 0.015" 0.063" – 0.015"
5" – �"
5" – �"
0.063" – 0.015"0.188" – 0.015"
�"
�" 5" – �"
9�" – �"
�" – �"
�" 5" – �" 10�" – �"
10�" – �"
11" – �"5" – �" �"
11�" – �"
2’-7"– �"
11�" – �"5" – �"
2’-4"– �"
1’-0�" – �"
�" – �"
�"
2’-3�" – �"
2’-0�" – �"
1’-2�" – �"
1’-2�" – �"
2’-4�" – �"
2-1�" – �"
9�" – �"
�" – �"
2’-6�" – �"
2’-3�" – �"
2’-3�" – �"
2’-0�" – �"
2’-5�" – �"
2’-2�" – �"R
EF
1�
"
RE
F
1�
"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
RE
F
1�
"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
RE
F
1�
"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
RE
F
1�
"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
RE
F
1�
"
�"
�"
�"
1"
1"
(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(TYP)
1�" – �"
(T
YP)
1�
"–�
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(T
YP)
4�
"–�
"
8"
(+�"-0")
6�"
90°
2�
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(+� "-0")
6� "
2�
"
(+�"-0")
6�"
90°
2�
"
(+� "-0")
6� "
2�
"
�" – �"
(+�"-0")
6�"
90°
2�
"
(+� "-0")
6� "
2�
"
(+� "-0")
6� "
�" – �"
(+�"-0")
6�"
90°
2�
"
�" – �"
(+�"-0")
6�"
90°
2�
"
2�
"
�" – �"
(+�"-0")
6�"
90°
2�
"
(+� "-0")
6� "
2�
"
(+�"-0")
6�"
90°
(+� "-0")
6� "
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
1’-2�" – �"
1’-0�" – �"
1’-2�" – �"
1-0�" – �" �" – �" �" – �"
�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:51 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-82.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
BILL OF MATERIALS
ITEM DESCRIPTION
1
2
3
4
BILL OF MATERIALS
ITEM DESCRIPTION
5
6
7
8
FLAT BAR, ASTM A36, 1" x 8" x 2’-3�"
SWITCH PLATE P14-136-19LRC
REF
OFFSET
�"
�"
1
SWITCH PLATE P14-136-19LLC
�"
�"
REF
OFFSET
REF
OFFSET
REF
OFFSET
SWITCH PLATE P14-136-20LC
SWITCH PLATE P14-136-21LC
SWITCH PLATE P14-136-22LC
SWITCH PLATE P14-136-23LC
FLAT BAR, ASTM A36, �" x 8" x 2’-4�"
FLAT BAR, ASTM A36, �" x 8" x 2’-5�"
FLAT BAR, ASTM A36, �" x 8" x 2’-6�"
FLAT BAR, ASTM A36, �" x 8" x 2’-7"
3
1 3
4
4
2
2
5
6 2 8
2 7
RAIL SEAT
SKEW
RAIL SEAT
RAIL SEAT
RAIL SEAT
SKEW
RAIL SEAT
SKEW
RAIL SEAT
SKEW
RAIL SEAT
RAIL SEATRAIL SEATRAIL SEAT
SKEW
RAIL SEAT
RAIL SEAT
SKEW
RAIL SEAT
REF
OFFSET
REF
OFFSET
NOTES:
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 5
FLAT BAR, ASTM A36, �" x 6" x 3"
(T
YP)
(T
YP)
14-1
36-
19
LL
C 14-136-20L
C
14-136-22L
C14-136-23L
C
14-136-21L
C
14-136-19L
RC
4.
3.
2.
1.
TYPE 1 PANDROL SHOULDER UNLESS NOTED OTHERWISE.
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
& NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDER
CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM HEIGHT
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-82FOR NO 14 136 LB RE LH CONCRETE TIE TURNOUT
(14-20LC THROUGH 14-23LC)
SWITCH PLATES (14-19LLC / LRC)
5" – �"
2�
"
(+�-0")
6�"
(+� -0")
6� "
90°
5" – �"
2�
"
(+�-0")
6�"
90°
(+� -0")
6� "
1’-1�" – �"
5" – �" 1’-2�" – �"
2�
"(+� -0")
6� "(+�-0")
6�"
90°
RE
F
1�
"
2’-8" – �"
2’-5" – �"
1’-0�" – �"(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(TYP)
1�" – �"
(TYP)
1�" – �"
RE
F
1�
"
RE
F
1�
"
�"
�"
�"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
�" �"
�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:51 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-83.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
SWITCH PLATE P14-136-24LC
(T
YP)
SKEW
1
1
2
3
4
BILL OF MATERIALS
ITEM DESCRIPTION
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
(T
YP)
SKEW
SWITCH PLATE P14-136-25LC
SWITCH PLATE P14-136-26LC
(T
YP)
FLAT BAR, ASTM A36, �" x 8" x 2’-8�"
SKEW
2 2 3
2 4
REF
OFFSET
REF
OFFSET
REF
OFFSET
FLAT BAR, ASTM A36, �" x 8" x 2’-8" LONG
FLAT BAR, ASTM A36, �" x 8" x 2’-9�"
NOTES:
RAIL SEAT
RAIL SEAT
RAIL SEAT
RAIL SEAT
RAIL SEAT
RAIL SEAT
14-136-24L
C
14-136-25L
C
14-136-26L
C
4.
3.
2.
1.
TYPE 1 PANDROL SHOULDER UNLESS NOTED OTHERWISE.
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
& NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDER
CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM HEIGHT
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-83
FOR NO 14 136 LB RE LH CONCRETE TIE TURNOUT
SWITCH PLATES (14-24LC THROUGH 14-26LC)
�"
5" – �"
6�" – �"
5" – �"
�"
0.0620" – 0.015"
5" – �"
5" – �"
�"
�"
�"
0.125" – 0.015"
�"
2’-0�" – �"
5" – �"
5" – �"
0.125" – 0.015" 0.125" – 0.015"
2’-1�" – �"
1’-10�" – �"
2’-2�" – �"
2’-0�" – �"
2’-1�" – �" 2’-2�" – �"
1’-11�" – �"
2’-3�" – �"
1’-1�" – �"
1’-1�" – �"
2’-3�" – �"
1’-2�" – �"
1’-1�" – �"
1’-0�" – �"
1’-1�" – �"
1’-1�" – �"
1’-0�" – �"
RE
F
1�
"
RE
F
1�
"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
RE
F
1�
"
RE
F
1�
"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
RE
F
1�
"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
RE
F
1�
"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
2�
"
90°
2�
"
(+�"-0")
6�"
90°
2�
"
(+�"-0")
6�"
90°
(+� "-0")
6� "
2�
"
90°
2�
"
(+�"-0")
6�"
90°
1"
1"
1"
1"
1"
2�
"
90°
(+�"-0")
6�"
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
0.188" – 0.015"
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
0.188" – 0.015"
RE
F
�"
RE
F
�"
0.125" – 0.015"
RE
F
�"
1’-2�" – �"
1’-2" – �"
1’-0�" – �"
1’-0�" – �"
(+� "-0")
6� "
(+� "-0")
6� "
(+� "-0")
6� "
(+� "-0")
6� "
11�" – �"
(TYP)
1�" – �"
1’-0� – �"
1’-11�" – �"
1’-10�" – �"
1’-0�" – �"
1’-0�" – �
(+� "-0")
6� "
1’-0�" – �"
RE
F
�"
1"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:52 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-84.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
SWITCH PLATE P14-136-16RRC
SWITCH PLATE P14-136-16RLC
�"
�"
SWITCH PLATE P14-136-17RRC
�"
�"
SWITCH PLATE P14-136-17RLC
�"
�"
�"
�"
SWITCH PLATE P14-136-18RLC
BILL OF MATERIALS
ITEM DESCRIPTION
1
2
3
4
BILL OF MATERIALS
ITEM DESCRIPTION
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 5
FLAT BAR, ASTM A36, �" x 6" x 1�"
5
6
FLAT BAR, ASTM A36, �" x 6" x 2�"
7
FLAT BAR, ASTM A36, 1" x 8" x 2’-1�"
FLAT BAR, ASTM A36, 1" x 8" x 2’-2�"
FLAT BAR, ASTM A36, 1" x 8" x 2’-3�"
REF
OFFSET
REF
OFFSET
REF
OFFSET
REF
OFFSET
REF
OFFSET
REF
OFFSET
SKEW
RAIL SEAT
SKEW
RAIL SEAT
SKEW
RAIL SEAT
SKEWRAIL SEAT
SKEW
RAIL SEAT
SKEW
1 23
6 2 3
4
6 3 42
7 3 52
7 2 53
SWITCH PLATE P14-136-18RRC
NOTES:
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
& NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDER
CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM HEIGHT
3.
2.
1.
(T
YP)
RAIL SEATRAIL SEAT
RAIL SEATRAIL SEAT
(T
YP)
(T
YP)
(T
YP)
(T
YP)
(T
YP)
RAIL SEAT
14-136-16
RL
C
14-136-
16
RR
C
14-136-17
RR
C
14-136-18
RR
C
14-136-18
RL
C
14-136-17
RL
C
21 3
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-84FOR NO 14 136 LB RE RH CONCRETE TIE TURNOUT
(14-16RLC / RRC THROUGH 14-18RLC / RRC)
SWITCH PLATES
0.063"– 0.015"0.188" – 0.015"
5" – �"
�"
5" – �"
�"
�"
9�" – �"5" – �"
�"
11" – �"
5" – �"
�"
11�" – �"
�"11�" – �"10�" – �"
5" – �"
2’-3�" – �"
2’-0�" – �"
9�" – �"
2’-4�" – �" 2’-6�" – �"
2’-3�" – �"
2’-7" – �"
2’-4" – �"
�" – �" �" – �"
2’-5�" – �"
2’-2�" – �"
10�" – �"5" – �"
2’-3�" – �"
2’-0�" – �"
1"
1"
�"
�"
�"
�"
(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
RE
F
1�
"
RE
F
1�
"
RE
F
1�
"
RE
F
1�
"
RE
F
1�
"
RE
F
1�
"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
(T
YP)
1�
"–�
"
(TYP)
1�" – �"
(T
YP)
4�
"–�
"
8"
(T
YP)
1�
"–�
"
(TYP)
1�" – �"
(T
YP)
4�
"–�
"
8"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
(TYP)
1�" – �"
(TYP)
1�" – �"
�" – �" �" – �"
2�
"
(+�"-0")
6�"
90°
2�
"
(+�"-0")
6�"
90°
2�
"
(+�"-0")
6�"
90°
2�
"
2�
"
(+�"-0")
6�"
90°
2�
"
�" – �" �" – �"
�" – �" �" – �"
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
RE
F
�"
2�
"
2�
"
2�
"
(+�"-0")
6�"
90°
2�
"
(+�"-0")
6�"
90°
1’-2�" – �"
1’-2�" – �"
1’-0�" – �"
2’-1�" – �"
1’-2�" – �"
1’-2�" – �"
1’-0�" – �"
1’-0�" – �"
(+� "-0")
6� "
(+� "-0")
6� "
(+� "-0")
6� "
(+� "-0")
6� "
(+� "-0")
6� "
(+� "-0")
6� "
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:53 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-85.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
�"
�"
1 3 4
SWITCH PLATE P14-136-19RRC
FLAT BAR, ASTM A36, 1" x 8" x 2’-3�"
SWITCH PLATE P14-136-19RLC
REF
OFFSET
�"
�"
5
SWITCH PLATE P14-136-20RC
6
SWITCH PLATE P14-136-21RC
7
SWITCH PLATE P14-136-22RC
8
SWITCH PLATE P14-136-23RC
BILL OF MATERIALS
ITEM DESCRIPTION
1
2
3
4
BILL OF MATERIALS
ITEM DESCRIPTION
5
6
7
8 FLAT BAR, ASTM A36, �" x 8" x 2’-7"
FLAT BAR, ASTM A36, �" x 8" x 2’-5�"
FLAT BAR, ASTM A36, �" x 8" x 2’-4�"
FLAT BAR, ASTM A36, �" x 8" x 2’-6�"
REF
OFFSET
REF
OFFSET
RAIL SEAT
SKEW
2 21 3 4
REF
OFFSET
RAIL SEAT
SKEW
RAIL SEAT
SKEW
RAIL SEAT
SKEW
2 2
REF
OFFSET
REF
OFFSET
SKEW SKEW
RAIL SEAT RAIL SEAT
NOTES:
RAIL SEAT
RAIL SEAT
RAIL SEAT
RAIL SEAT
(T
YP)
(T
YP)
RAIL SEAT
RAIL SEAT
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 5
FLAT BAR, ASTM A36, �" x 6" x 3"
14-136-19
RL
C 14-
13
6-2
0R
C
14-1
36-
22
RC
14-136-
23
RC
14-136-21
RC
14-
136-19
RR
C
4.
3.
2.
1.
TYPE 1 PANDROL SHOULDER UNLESS NOTED OTHERWISE.
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
& NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDER
CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM HEIGHT
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-85FOR NO 14 136 LB RE RH CONCRETE TIE TURNOUT
(14-20RC THROUGH 14-23RC)
SWITCH PLATES (14-19RLC / RRC)
5" – �"
�" �"
5" – �"
5" – �"
�"
2’-8" – �"
2’-5" – �"
2’-8�" – �"
2’-5�" – �"
2’-9�" – �"
2’-6�" – �"
RE
F
1�
"
RE
F
1�
"
RE
F
1�
"
(TYP)
1�" – �"
(T
YP)
1�
"–�
"
(T
YP)
4�
"–�
"
8"
2�
"
(+�"-0")
6�"
90°
(T
YP)
1�
"–�
"
(TYP)
1�" – �"
(T
YP)
4�
"–�
"
8"
(T
YP)
1�
"–�
"
(TYP)
1�" – �"
(T
YP)
4�
"–�
"
8"
2�
"
(+�"-0")
6�"
90°
2�
"90°
(+�"-0")
6�"
�"
�"
�"
1’-1" – �"
1’-0�" – �"
1’-1�" – �"
1’-1�" – �"
1’-2�" – �"
1’-2�" – �"
(+� "-0")
6� "
(+� "-0")
6� "
(+� "-0")
6� "
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
HOLES
4 SLOTTED
(+�" - 0")
1" x 1�"
DIRECTOR OF ENGINEERING AND CONSTRUCTION
ENGINEERING STANDARDS
REVISION
STANDARD
SHEET
SCALE:
CADD FILE:
ENG.DES.DATEREV. DESCRIPTION
DRAWN BY: DATE:
FOR NON-SCRRA APPROVED USES:
ALL RIGHTS RESERVED.
ANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.
USE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED IN
THIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCH
AND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OF
WITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIES
STANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USED
THE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESE
SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.03/31/2011
UserName=> carlosa Date Plotted: 3:53:53 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 14 Turnout\ES2805-86.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
1
SWITCH PLATE P14-136-24RC SWITCH PLATE P14-136-25RC
SWITCH PLATE P14-136-26RC
1
2
3
4
BILL OF MATERIALS
ITEM DESCRIPTION
SHOULDER, PANDROL, FORGED TONGUELESS, TYPE 1
FLAT BAR, ASTM A36, �" x 8" x 2’-8"
FLAT BAR, ASTM A36, �" x 8" x 2’-8�"
FLAT BAR, ASTM A36, �" x 8" x 2’-9�"
RAIL SEAT
REF
OFFSET
REF
OFFSET
REF
OFFSET
RAIL SEAT
RAIL SEAT
SKEW
SKEWSKEW
2 2 3
2 4
NOTES:
(T
YP)
(T
YP)
(T
YP)
RAIL SEAT
RAIL SEATRAIL SEAT
14-1
36-2
4R
C
14-
13
6-2
5R
C
14-136-26
RC
4.
3.
2.
1.
TYPE 1 PANDROL SHOULDER UNLESS NOTED OTHERWISE.
SLOTTED HOLE CENTERS ARE INDICATED ON DRAWING.
& NOT TO PROTRUDE INTO RAIL SEAT.
WELDS TO BE DRESSED FLUSH WITH SHOULDER
CLEARLY STAMPED AS SHOWN.
I.D. CHARACTERS TO BE �" MINIMUM HEIGHT
- 1 OF 1
2805
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2805-86
FOR NO 14 136 LB RE RH CONCRETE TIE TURNOUT
SWITCH PLATES (14-24RC THROUGH 14-26RC)