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: 3:55:29 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 20 Turnout\ES2800-20.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
LH
HST
MLSIDE TOSIDE
CONCRETE
WSM
POWER
TURNOUT LAYOUT DRAWING NO 2806-01
DRAWING NO 2806-11
DRAWING NO 2806-31
DRAWING NO 2806-33
DRAWING NO 2806-41
DRAWING NO 2800-50
DRAWING NO 2806-61
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
2806-61
2800-50
2806-41
2806-35
2806-31
2806-13
2806-03
BILL OF MATERIALS & DRAWING NUMBERS
SCRRA NO 20 TURNOUT
-
-
-
-
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY
QUANTITY
2806-02
2806-12
2806-30
2806-32
2806-42
2800-50
2806-62 2806-62
2800-50
2806-42
2806-34
2806-30
2806-14
2806-04
HST
MLSIDE TOSIDE
CONCRETE
WSM
RH
POWER
RAIL LENGTH
246
254
8
8
500
500
-
492
492
-
492
246
254
8
8
500
500
-
492
492
-
492
246
254
8
8
500
500
-
492
492
-
492
246
254
8
8
500
500
-
492
492
-
492
NO 20
CONCRETE TIE LAYOUT
HOLLOW STEEL TIE LAYOUT
ES2356
ES2355
ES2356
ES2356
ES2454
ES2362
ES2361
78’-1"
78’-0"
2@77’-6"
2@57’-6"
2@30’-0"
78’-2"
78’-0"
78’-1"
78’-0"
2@77’-6"
2@57’-6"
2@30’-0"
78’-2"
78’-0"
78’-1"
78’-0"
2@77’-6"
2@57’-6"
2@30’-0"
78’-2"
78’-0"
78’-1"
78’-0"
2@77’-6"
2@57’-6"
2@30’-0"
78’-2"
78’-0"
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
HDR
NTS
ES2800-20
NO 20 TURNOUT
3350’-0" R11’-5 "
8’-4"
47’-0" FLEX LENGTH
167’-4" ACTUAL LEAD
47’-8" OVERALL LENGTH
25’-5" HEEL22’-2" TOE
26’-0" GUARD
12’-7"
14’-8"
72’-4" PS TO PI
TO VERTEX
3’-6"
TO VERTEX
3’-6
GA
UG
E
4’-
8
"
"
4’-
5
"
3’-
8
"
3’-
3
"
2’-
10
"
2’-
5
"
2’-
1
"
1’-
9"
1’-
5
"
1’-
1
"
10
"
8
"
6
"
6’-
2
"
7’-
8
"
7’-
2
"
6’-
8
"
46 @ 2’-0" = 92’-0"
4 @ 1’-10" = 7’-4"
68 @ 2’-0" = 136’-0"
2’-0"
1’-9"2’-0"
2’-1"2’-1"
1:80 CANTED TIES
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: 3:55:31 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 20 Turnout\ES2806-01.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
TURNOUT DATA:
ITEM QTY DESCRIPTION DWG NO ITEM QTY DESCRIPTION DWG NO
ES2806-11
ES2806-41
ES2800-50
ES2806-61
1
1
1
1
1
2
2
1
2 DRILLED RAIL, 136 LB RE, 30’-0" LONG
492 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 FLEXURE246
254
8
8
500
500
1
492
492
1
2
4
5
6
7
8
9
3
12
13
14
16
17
18
19
20
21
15
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30- G30- G30- G30- G30- G30- G30- G30- G30- G30- G30- G30- G30-
BP2
BP2 BP2
BP2
BP2
BP2BP2
BP2
P4
P4
P4
P4
BP2
BP2
P4
P4
BP2
BP2
P4
BP2
P4
BP2
P4
P4
BP2
BP2
P4
P4
BP2
BP2
BP1
BP1
P4
P4
RP-1-136
RP-2-136
RP-2-136
RP-1-136
RP-1-136
RP-1-136
G10-61200
G10-61206G10-61206G10-61206 G10-61206 G10-61206
NEW " SKEW LHNEW " SKEW LH
G10-61200
G10-61208
L99-00666
1" HVY HEX
SF20-136-75LC SF20-136-76LC SF20-136-77LC SF20-136-78LC
SF20-136-83LC
SF20-136-88LC
SF20-136-93LC SF20-136-94LC SF20-136-95LC SF20-136-96LC SF20-136-97LC SF20-136-98LC SF20-136-99LC
BP1C
U99-00511
U99-00511
U99-00511
ED
H
U99-03970
U99-00511
U99-00511
18
5’-
8
"
18
7’-
8
"
18
9’-
8
"
19
1’-
8
"
19
3’-
8
"
19
5’-
8
"
19
7’-
8
"
19
9’-
8
"
20
1’-
8
"
20
3’-
8
"
20
5’-
8
"
20
7’-
8
"
20
9’-
8
"
211’-
8
"
213’-
8
"
215’-
8
"
217’-
8
"
219’-
8
"
22
1’-
8
"
18
3’-
8
"
10
6’-
4
"
10
8’-
4
"
110’-
4
"
112’-
4
"
114’-
4
"
116’-
4
"
118’-
4
"
12
0’-
4
"
12
2’-
4
"
12
4’-
4
"
12
6’-
4
"
12
8’-
4
"
13
0’-
4
"
13
2’-
4
"
13
4’-
4
"
13
6’-
4
"
13
8’-
4
"
14
0’-
4
"
14
2’-
4
"
14
4’-
2
"
14
7’-
10
"
14
9’-
8
"
15
1’-
8
"
15
3’-
8
"
15
5’-
8
"
15
7’-
8
"
15
9’-
8
"
16
1’-
8
"
16
3’-
8
"
16
5’-
8
"
16
7’-
8
"
16
9’-
8
"
17
1’-
8
"
17
3’-
8
"
17
5’-
8
"
17
7’-
8
"
17
9’-
8
"
18
1’-
8
"
10
0’-
4
"
4
"
4’-
3
"
6’-
4
"
8’-
4
"
10’-
4
"
14’-
4
"
16’-
4
"
18’-
4
"
20’-
4
"
24’-
4
"
26’-
4
"
28’-
4
"
32’-
4
"
34’-
4
"
36’-
4
"
38’-
4
"
40’-
4
"
42’-
4
"
44’-
4
"
46’-
4
"
48’-
4
"
50’-
4
"
52’-
4
"
54’-
4
"
56’-
4
"
58’-
4
"
60’-
4
"
62’-
4
"
64’-
4
"
66’-
4
"
68’-
4
"
70’-
4
"
72’-
4
"
74’-
4
"
76’-
4
"
78’-
4
"
80’-
4
"
82’-
4
"
84’-
4
"
86’-
4
"
88’-
4
"
90’-
4
"
92’-
4
"
94’-
4
"
96’-
4
"
98’-
4
"
10
2’-
4
"
10
4’-
4
"
22’-
4
"
12’-
4
"
30’-
4
"
1
2
78’-0"
52’-0 "
53’-10"
78’-1"
"
PT
12
7’-
0"
47’-
0"
57’-
0"
67’-
0"
77’-
0"
87’-
0"
97’-
0"
10
7’-
0"
117’-
0"
13
7’-
0"
14
7’-
0"
19
7’-
0"
69’-8" STOCK RAIL
67’-0" POINT
67’-0" POINT
76’-0" STOCK RAIL
26’-0"
24’-4"
BC
PS
BC
EC
PS
PART NO
SCRRA
PART NO
SCRRA
108
109
110
111
112
107105
104 106
103
102
101
10086
87
88
89
90
91
92
93
94
95
96
97
98
99
84
85
74
75
76
77
78
79
80
81
82
8343
44
45
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
7313
14
15 17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
9
10
5
6
3
04 8
11B99-89093
G40-00018
BILL OF MATERIAL BILL OF MATERIAL
7
12
FROG PACK, NO 20-136 LB RE WSM, LH WASHER FLAT " TYPE A NARROW " x 1" x 0.134"
INSULATOR PANDROL FEATURES BASE HOLDOWN NYLON HD-10
2’-
2"
CLIP PANDROL E2055
CLIP PANDROL E2063
SWITCH PACK, NO 20-136 LB RE MODIFIED TANGENTIAL, LH, HST
14
6’-
0
"
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LG, 136 LB RE RAISED 1", STRAIGHT
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LG, 136 LB RE RAISED 1", LH
INSULATED RAIL ASSEMBLY, 78’-2" C/W BONDED INSULATED JOINT
116114 120118
113 115 117 119 121
22
3’-
8
"
22
5’-
8
"
22
7’-
8
"
22
9’-
8
"
23
1’-
8
"
23
3’-
8
"
23
5’-
8
"
23
7’-
8
"
23
9’-
8
"
77’-6"
77’-6"
20
7’-
0"
217’-
0"
22
7’-
0"
30’-0"
57’-6"
57’-6"
30’-0"
4
5
6 3
INSULATED RAIL ASSEMBLY, 78’-0" C/W BONDED INSULATED JOINT
DRILLED RAIL, 136 LB RE, 57’-6" LONG
DRILLED RAIL, 136 LB RE, 78’-0" LONG10
11 1
1
DRILLED RAIL, 136 LB RE, 78’-1" LONG
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
16
CONCRETE TIE SET, 0-121 + (3) 1:80 TIES, PLATE PADS, PIM INSERTS, LH
4"THROW AT ROD #1:
"THICKNESS AT POINT:
0°11’55"ENTRY ANGLE:
VARIES PER SIDE VERTEX DISTANCE:
47’-0" / 67’-0"LENGTH OF POINTS:
SWITCH
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.
47’-8"TOTAL LENGTH:
25’-5"HEEL LENGTH:
22’-2"TOE LENGTH:
FROG
40 MPH FREIGHT @ 2" UNBALANCE
50 MPH PASSENGER @ 3" UNBALANCE
DESIGN SPEEDS
1°42’37" DEGREE OF CURVE:
3350’-0" CENTERLINE RADIUS:
CLOSURE AREA
167’-4"ACTUAL LEAD:
DRILLED RAIL, 136 LB RE, 77’-6" LONG
C LC
ON
TR
OL
LE
R
U5
CIR
CUIT
- 1 OF 1
2806
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2806-01HST, SWITCH MACHINE ON MAINLINE SIDE
NO 20-136 LB RE LH WSM FROG TURNOUT
TURNOUT LAYOUT
3350’-0" R11’-5 "
8’-4"
47’-0" FLEX LENGTH
167’-4" ACTUAL LEAD
47’-8" OVERALL LENGTH
25’-5" HEEL22’-2" TOE
26’-0" GUARD
12’-7"
14’-8"
72’-4" PS TO PI
TO VERTEX
3’-6"
GA
UG
E
4’-
8
"
"
4’-
5
"
3’-
8
"
3’-
3
"
2’-
10
"
2’-
5
"
2’-
1
"
1’-
9"
1’-
5
"
1’-
1
"
10
"
6
"
8
"
TO VERTEX
3’-6
6’-
2
"
6’-
8
"
7’-
2
"
7’-
8
"
2’-1"
2’-1"
1’-9"
2’-0"
46 @ 2’-0" = 92’-0"
4 @ 1’-10" = 7’-4"
68 @ 2’-0" = 136’-0"
2’-0"
1:80 CANTED TIE
TIE
1:80 CANTED
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: 3:55:32 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 20 Turnout\ES2806-02.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ITEM QTY DESCRIPTION DWG NO ITEM QTY DESCRIPTION DWG NO
ES2806-12
ES2806-42
ES2800-50
ES2806-62
1
1
1
1
1
2
2
1
2 DRILLED RAIL, 136 LB RE, 30’-0" LONG
SPRING WASHER, DOUBLE COIL (FE6)
INSULATION, PANDROL NYLON 6790
TIE PAD PANDROL 6993SR
SHIM, TO REDUCE PLATE FLEXURE246
254
500
500
1
492
492
1
2
4
5
6
7
8
9
3
13
14
16
17
18
19
20
21
15
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30- G30- G30- G30- G30- G30- G30- G30- G30- G30- G30- G30- G30-
BP2
BP2 BP2
BP2
BP2
BP2BP2
BP2
P4
P4
P4
P4
BP2
BP2
P4
P4
BP2
BP2
P4
BP2
P4
BP2
P4
P4
BP2
BP2
P4
P4
BP2
BP2
BP1
BP1
P4
P4RP-1-136
RP-2-136
RP-2-136
RP-1-136
RP-1-136
RP-1-136
G10-61200
G10-61206G10-61206G10-61206 G10-61206 G10-61206
NEW " SKEW LHNEW " SKEW LH
G10-61200
G10-61208
L99-00666
1" HVY HEX
SF20-136-75LC SF20-136-76LC SF20-136-77LC SF20-136-78LC
SF20-136-83LC
SF20-136-88LC
SF20-136-93LC SF20-136-94LC SF20-136-95LC SF20-136-96LC SF20-136-97LC SF20-136-98LC SF20-136-99LC
BP1C
U99-00511
U99-00511
U99-00511
ED
H
U99-03970
U99-00511
U99-00511
18
5’-
8
"
18
7’-
8
"
18
9’-
8
"
19
1’-
8
"
19
3’-
8
"
19
5’-
8
"
19
7’-
8
"
19
9’-
8
"
20
1’-
8
"
20
3’-
8
"
20
5’-
8
"
20
7’-
8
"
20
9’-
8
"
211’-
8
"
213’-
8
"
215’-
8
"
217’-
8
"
219’-
8
"
22
1’-
8
"
18
3’-
8
"
10
6’-
4
"
10
8’-
4
"
110’-
4
"
112’-
4
"
114’-
4
"
116’-
4
"
118’-
4
"
12
0’-
4
"
12
2’-
4
"
12
4’-
4
"
12
6’-
4
"
12
8’-
4
"
13
0’-
4
"
13
2’-
4
"
13
4’-
4
"
13
6’-
4
"
13
8’-
4
"
14
0’-
4
"
14
2’-
4
"
14
4’-
2
"
14
7’-
10
"
14
9’-
8
"
15
1’-
8
"
15
3’-
8
"
15
5’-
8
"
15
7’-
8
"
15
9’-
8
"
16
1’-
8
"
16
3’-
8
"
16
5’-
8
"
16
7’-
8
"
16
9’-
8
"
17
1’-
8
"
17
3’-
8
"
17
5’-
8
"
17
7’-
8
"
17
9’-
8
"
18
1’-
8
"
10
0’-
4
"
4
" 4’-
3
"
6’-
4
"
8’-
4
"
10’-
4
"
14’-
4
"
16’-
4
"
18’-
4
"
20’-
4
"
24’-
4
"
26’-
4
"
28’-
4
"
32’-
4
"
34’-
4
"
36’-
4
"
38’-
4
"
40’-
4
"
42’-
4
"
44’-
4
"
46’-
4
"
48’-
4
"
50’-
4
"
52’-
4
"
54’-
4
"
56’-
4
"
58’-
4
"
60’-
4
"
62’-
4
"
64’-
4
"
66’-
4
"
68’-
4
"
70’-
4
"
72’-
4
"
74’-
4
"
76’-
4
"
78’-
4
"
80’-
4
"
82’-
4
"
84’-
4
"
86’-
4
"
88’-
4
"
90’-
4
"
92’-
4
"
94’-
4
"
96’-
4
"
98’-
4
"
10
2’-
4
"
10
4’-
4
"
22’-
4
"
12’-
4
"
30’-
4
"
1
2
78’-0"
52’-0 "
53’-10"
78’-1"
"
PT
12
7’-
0"
47’-
0"
57’-
0"
67’-
0"
77’-
0"
87’-
0"
97’-
0"
10
7’-
0"
117’-
0"
13
7’-
0"
14
7’-
0"
69’-8" STOCK RAIL
67’-0" POINT
67’-0" POINT
76’-0" STOCK RAIL
26’-0"
24’-4"
4
3
5
CO
NT
RO
LL
ER
BC
PS
BC
PS
PART NO
SCRRA
PART NO
SCRRA
108
109
110
111
112
107105
104 106
103
102
101
10086
87
88
89
90
91
92
93
94
95
96
97
98
99
84
85
74
75
76
77
78
79
80
81
82
8343
44
45
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
7313
14
15 17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
9
10
5
6
3
04 8
11B99-89093
G40-00018
BILL OF MATERIAL BILL OF MATERIAL
7
12
FROG PACK, NO 20-136 LB RE WSM, RH WASHER FLAT " TYPE A NARROW " x 1" x 0.134"
INSULATOR PANDROL FEATURES BASE HOLDOWN NYLON HD-10
2’-
2"
CLIP PANDROL E2055
CLIP PANDROL E2063
SWITCH PACK, NO 20-136 LB RE MODIFIED TANGENTIAL, RH, HST
EC
14
6’-
0
"
C L
77’-6"
19
7’-
0"
20
7’-
0"
217’-
0"
22
7’-
0"
30’-0"
57’-6"
57’-6"
30’-0"77’-6"
114
115
116
117
118
119
120
121
22
3’-
8
"
22
5’-
8
"
22
7’-
8
"
22
9’-
8
"
23
1’-
8
"
23
3’-
8
"
23
5’-
8
"
23
7’-
8
"
23
9’-
8
"
113
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LG, 136 LB RE RAISED 1", STRAIGHT
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LG, 136 LB RE RAISED 1", RH
INSULATED RAIL ASSEMBLY, 78’-2" C/W BONDED INSULATED JOINT
DRILLED RAIL, 136 LB RE, 77’-6" LONG
12 492 TIE SCREW, CONCRETE " DIA x 6" HEX HEAD
1
1
DRILLED RAIL, 136 LB RE, 78’-0" LONG
DRILLED RAIL, 136 LB RE, 78’-1" LONG
10
11
DRILLED RAIL, 136 LB RE, 57’-6" LONG
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
TURNOUT DATA:
16
INSULATED RAIL ASSEMBLY, 78’-0" C/W BONDED INSULATED JOINT
6
4"THROW AT ROD #1:
"THICKNESS AT POINT:
0°11’55"ENTRY ANGLE:
VARIES PER SIDE VERTEX DISTANCE:
47’-0" / 67’-0"LENGTH OF POINTS:
SWITCH
40 MPH FREIGHT @ 2" UNBALANCE
50 MPH PASSENGER @ 3" UNBALANCE
DESIGN SPEEDS
1°42’37" DEGREE OF CURVE:
3350’-0" CENTERLINE RADIUS:
CLOSURE AREA
167’-4"ACTUAL LEAD:
CONCRETE TIE SET, 0-121 + (3) 1:80 TIES, PLATE PADS, PIM INSERTS, RH
8
8
= 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.
NOTES:
8.
7.
6.
5.
4.
3.
2.
1.
47’-8"TOTAL LENGTH:
25’-5"HEEL LENGTH:
22’-2"TOE LENGTH:
FROG
U5
CIR
CUIT
- 1 OF 1
2806
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2806-02HST, SWITCH MACHINE ON MAINLINE SIDE
NO 20-136 LB RE RH WSM FROG TURNOUT
TURNOUT LAYOUT
8’-4"
14’-8"
47’-0" FLEX LENGTH
167’-4" ACTUAL LEAD
11’-5 "
26’-0" GUARD
12’-7"
7’-
8
"
7’-
2
"
6’-
8
"
6’-
2
"
3’-
3
"
2’-
10
"
2’-
5
"
2’-
1
"
1’-
9"
1’-
5
"
1’-
1
"
10
"
8
"
6
"
47’-8" OVERALL LENGTH
25’-5" HEEL22’-2" TOE
4’-
5
"
4’-
6
"
"
TO VERTEX
3’-6"
TO VERTEX
3’-6"
72’-4" PS TO PI
3350’-0"R
3’-
8
"
46 @ 2’-0" = 92’-0"68 @ 2’-0" = 136’-0"
4 @ 1’-10" = 7’-4"
GA
UG
E
4’-
8
"
2’-0"
2’-0" 1’-9"
2’-1" 2’-1"
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: 3:55:34 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 20 Turnout\ES2806-03.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ITEM QTY DESCRIPTION DWG NO ITEM QTY DESCRIPTION DWG NO
ES2806-13
ES2806-41
ES2800-50
ES2806-61
1
2
4
5
6
7
8
11
3
10
12
14
15
16
17
18
19
13
PART NO
SCRRA
PART NO
SCRRA
BILL OF MATERIAL BILL OF MATERIAL
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30-
G30- G30- G30- G30- G30- G30- G30- G30- G30- G30- G30- G30- G30-
BP2
BP2 BP2
BP2
P4
P4
BP2
BP2
BP2
BP2
P4
BP2
P4
BP2
P4
P4
BP2
BP2
P4
P4
BP2
BP2
BP1
BP1
P4
P4
RP-1-136
P4RP-1-136RP-1-136
BP2RP-2-136
P4
RP-2-136
RP-1-136
P4
BP2RP-2-136
RP-2-136
P4
G10-61200
G10-61206G10-61206
G40-00017
B99-89093
L99-00666
G10-61206 G10-61206 G10-61206
G10-61200
G10-61208
NEW " SKEW LHNEW " SKEW LH
1" HVY HEX
U99-00511
U99-00511
U99-00511
ED
H
U99-03970
U99-00511
U99-00511
SF20-136-75LC SF20-136-76LC SF20-136-77LC SF20-136-78LC
SF20-136-83LC
SF20-136-88LC
SF20-136-93LC SF20-136-94LC SF20-136-95LC SF20-136-96LC SF20-136-97LC SF20-136-98LC SF20-136-99LC
23
9’-
8
"
18
5’-
8
"
18
7’-
8
"
18
9’-
8
"
19
1’-
8
"
19
3’-
8
"
19
5’-
8
"
19
7’-
8
"
19
9’-
8
"
20
1’-
8
"
20
3’-
8
"
20
5’-
8
"
20
7’-
8
"
20
9’-
8
"
211’-
8
"
213’-
8
"
215’-
8
"
217’-
8
"
219’-
8
"
22
1’-
8
"
22
3’-
8
"
22
5’-
8
"
22
7’-
8
"
22
9’-
8
"
23
1’-
8
"
23
3’-
8
"
23
5’-
8
"
23
7’-
8
"
18
3’-
8
"
10
6’-
4
"
10
8’-
4
"
110’-
4
"
112’-
4
"
114’-
4
"
116’-
4
"
118’-
4
"
12
0’-
4
"
12
2’-
4
"
12
4’-
4
"
12
6’-
4
"
12
8’-
4
"
13
0’-
4
"
13
2’-
4
"
13
4’-
4
"
13
6’-
4
"
13
8’-
4
"
14
0’-
4
"
14
2’-
4
"
14
4’-
2
"
14
7’-
10
"
14
9’-
8
"
15
1’-
8
"
15
3’-
8
"
15
5’-
8
"
15
7’-
8
"
15
9’-
8
"
16
1’-
8
"
16
3’-
8
"
16
5’-
8
"
16
7’-
8
"
16
9’-
8
"
17
1’-
8
"
17
3’-
8
"
17
5’-
8
"
17
7’-
8
"
17
9’-
8
"
18
1’-
8
"
10
0’-
4
"
4
"
4’-
3
"
6’-
4
"
8’-
4
"
10’-
4
"
14’-
4
"
16’-
4
"
18’-
4
"
20’-
4
"
24’-
4
"
26’-
4
"
28’-
4
"
32’-
4
"
34’-
4
"
36’-
4
"
38’-
4
"
40’-
4
"
42’-
4
"
44’-
4
"
46’-
4
"
48’-
4
"
50’-
4
"
52’-
4
"
54’-
4
"
56’-
4
"
58’-
4
"
60’-
4
"
62’-
4
"
64’-
4
"
66’-
4
"
68’-
4
"
70’-
4
"
72’-
4
"
74’-
4
"
76’-
4
"
78’-
4
"
80’-
4
"
82’-
4
"
84’-
4
"
86’-
4
"
88’-
4
"
90’-
4
"
92’-
4
"
94’-
4
"
96’-
4
"
98’-
4
"
10
2’-
4
"
10
4’-
4
"
22’-
4
"
12’-
4
"
30’-
4
"
1
30’-0"
57’-6"
57’-6"
30’-0"
77’-6"
77’-6"78’-0"
52’-0 "
53’-10"
78’-1"
"
PT
12
7’-
0"
47’-
0"
57’-
0"
67’-
0"
77’-
0"
87’-
0"
97’-
0"
10
7’-
0"
117’-
0"
13
7’-
0"
19
7’-
0"
20
7’-
0"
217’-
0"
22
7’-
0"
69’-8" STOCK RAIL
67’-0" POINT
67’-0" POINT
76’-0" STOCK RAIL
26’-0"
24’-4"
BC
BC
PS
2
EC
PS
112
111
110
109
108
107
106
105
104
103
102
101
100
99 115
116114
113 119
120118
117 121
86
87
88
89
90
91
92
93
94
95
96
97
9884
85
74
75
76
77
78
79
80
81
82
8343
44
45
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
7313
14
15 17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
9
10
5
630
4 8
117
12 16
14
6’-
0
"
14
7’-
0"
21
9 20
1
1
1
1
1
1
2
1
2
1
2
DRILLED RAIL, 136 LB RE, 30’-0" LONG
DRILLED RAIL, 136 LB RE, 57’-6" LONG
DRILLED RAIL, 136 LB RE, 77’-6" LONG
1
8
8
492
492
492
500
500
254
246
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
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LG, 136 LB RE RAISED 1", STRAIGHT
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LG, 136 LB RE RAISED 1", LH
INSULATED RAIL ASSEMBLY, 78’-2" C/W BONDED INSULATED JOINT
63
5
4
2’-
2"
INSULATED RAIL ASSEMBLY, 78’-0" C/W BONDED INSULATED JOINT
SWITCH PACK, NO 20-136 LB RE MODIFIED TANGENTIAL, LH, HST
FROG PACK, NO 20-136 LB RE WSM, LH
CLIP PANDROL E2063
CLIP PANDROL E2055
INSULATOR PANDROL FEATURES BASE HOLDOWN NYLON HD-10
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CONCRETE TIE SET, 0-121 + (3) 1:80 TIES, PLATE PADS, LH
DRILLED RAIL, 136 LB RE, 78’-0" LONG
DRILLED RAIL, 136 LB RE, 78’-1" LONG
TURNOUT DATA:
40 MPH FREIGHT @ 2" UNBALANCE
50 MPH PASSENGER @ 3" UNBALANCE
DESIGN SPEEDS
1°42’37" DEGREE OF CURVE:
3350’-0" CENTERLINE RADIUS:
CLOSURE AREA
ACTUAL LEAD: 167’-4"
4"THROW AT ROD #1:
"THICKNESS AT POINT:
0°11’55"ENTRY ANGLE:
VARIES PER SIDE VERTEX DISTANCE:
47’-0" / 67’-0"LENGTH OF POINTS:
SWITCH
= 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.
NOTES:
8.
7.
6.
5.
4.
3.
2.
1.
47’-8"TOTAL LENGTH:
25’-5"HEEL LENGTH:
22’-2"TOE LENGTH:
FROG
WASHER FLAT " TYPE A NARROW " x 1" x 0.134"
- 1 OF 1
2806
XXXXREVISIONXX-XX-XXX
1:8
0
CA
NT
ED
TIE
CO
NT
RO
LL
ER
U-
5
CIR
CUIT
C
HDR
NTS
ES2806-03HST, SWITCH MACHINE ON TURNOUT SIDE
NO 20-136 LB RE LH WSM FROG TURNOUT
TURNOUT LAYOUT
11’-5 "
8’-4"
167’-4" ACTUAL LEAD
47’-8" OVERALL LENGTH
25’-5" HEEL22’-2" TOE
26’-0" GUARD
12’-7"
14’-8"
72’-4" PS TO PI
TO VERTEX
3’-6"
TO VERTEX
3’-6
GA
UG
E
4’-
8
"
"
4’-
5
"
3’-
8
"
3’-
3
"
2’-
10
"
2’-
5
"
2’-
1
"
1’-
9"
1’-
5
"
1’-
1
"
10
"
8
"
6
"
6’-
2
"
4’-
6
"
6’-
8
"
7’-
2
"
7’-
8
"
46 @ 2’-0" = 92’-0"4 @ 1’-10" = 7’-4"
68 @ 2’-0" = 136’-0"
2’-1"
2’-1"
1’-9"
2’-0"
2’-0"
47’-0" FLEX LENGTH
1:80 CANTED TIE
TIE
1:80 CANTED
3350’-0" 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: 3:55:36 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 20 Turnout\ES2806-04.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ITEM QTY DESCRIPTION DWG NO ITEM QTY DESCRIPTION DWG NO
ES2806-14
ES2806-42
ES2800-50
ES2806-62
1
1
1
1
1
2
1
1
1
492 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 FLEXURE246
254
8
8
500
500
1
492
492
1
2
4
5
6
7
8
11
3
12
13
14
16
17
18
19
20
21
15
4
"
1
78’-0"
53’-10"
78’-1"
"
PT
12
7’-
0"
47’-
0"
57’-
0"
67’-
0"
77’-
0"
87’-
0"
97’-
0"
10
7’-
0"
117’-
0"
13
7’-
0"
14
7’-
0"
19
7’-
0"
69’-8" STOCK RAIL
67’-0" POINT
67’-0" POINT
76’-0" STOCK RAIL
26’-0"
24’-4"
BC
PS
BC
EC
PS
PART NO
SCRRA
PART NO
SCRRA
BILL OF MATERIAL BILL OF MATERIAL
FROG PACK, NO 20-136 LB RE WSM, RH WASHER FLAT " TYPE A NARROW " x 1" x 0.134"
INSULATOR PANDROL FEATURES BASE HOLDOWN NYLON HD-10
CLIP PANDROL E2055
CLIP PANDROL E2063
BP2
BP2 BP2
BP2
P4
P4
BP2
BP2
BP2
BP2
P4
BP2
P4
BP2
P4
P4
BP2
BP2
P4
P4
BP2
BP2
BP1
BP1
P4
P4
RP-1-136
RP-1-136RP-1-136P4
RP-2-136
RP-1-136
P4
BP2RP-2-136
P4
G10-61200
G10-61206G10-61206
B99-89093
L99-00666
G10-61206 G10-61206 G10-61206
G10-61200
G10-61208
NEW " SKEW LHNEW " SKEW LH
1" HVY HEX
RP-2-136
G40-00023
RP-2-136
BP2
U99-00511
U99-00511
U99-00511
ED
H
U99-03970
U99-00511
U99-00511
SF20-75RC SF20-136-76RC SF20-136-77RC SF20-136-78RC
SF20-136-83RC
SF20-136-88RC
SF20-136-93RC SF20-136-94RC SF20-136-95RC SF20-136-96RC SF20-136-97RC SF20-136-98RC SF20-136-99RC
LIFTPOINT
WEIGHTLIFT
POINT
G30-00266
G30-00266
G30-00266
G30-00266
G30-00266
G30-00266
G30-00266
G30-00266
G30-00266
G30-00266
G30-00266
G30-00266
G30-00266
LIFT
POINT WEIGHTLIFT
POINT
G30-00265 G30-00265 G30-00265 G30-00265 G30-00265 G30-00265 G30-00265 G30-00265 G30-00265 G30-00265 G30-00265 G30-00265 G30-00265
10
9
DRILLED RAIL, 136 LB RE, 57’-6" LONG
DRILLED RAIL, 136 LB RE, 30’-0" LONG
2
2
DRILLED RAIL, 136 LB RE, 77’-6" LONG
5
40 6
7 9
10
11
12
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
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
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
4’-
3
"
6’-
4
"
8’-
4
"
10’-
4
"
12’-
4
"
14’-
4
"
16’-
4
"
18’-
4
"
20’-
4
"
22’-
4
"
24’-
4
"
26’-
4
"
28’-
4
"
30’-
4
"
32’-
4
"
34’-
4
"
36’-
4
"
38’-
4
"
40’-
4
"
42’-
4
"
44’-
4
"
46’-
4
"
48’-
4
"
50’-
4
"
52’-
4
"
54’-
4
"
56’-
4
"
58’-
4
"
60’-
4
"
62’-
4
"
64’-
4
"
66’-
4
"
68’-
4
"
70’-
4
"
74’-
4
"
72’-
4
"
76’-
4
"
78’-
4
"
80’-
4
"
82’-
4
"
84’-
4
"
86’-
4
"
88’-
4
"
90’-
4
"
92’-
4
"
94’-
4
"
96’-
4
"
98’-
4
"
10
0’-
4
"
10
2’-
4
"
10
4’-
4
"
10
6’-
4
"
10
8’-
4
"
110’-
4
"
112’-
4
"
114’-
4
"
116’-
4
"
118’-
4
"
12
0’-
4
"
12
2’-
4
"
12
4’-
4
"
12
6’-
4
"
13
0’-
4
"
12
8’-
4
"
13
2’-
4
"
13
6’-
4
"
13
4’-
4
"
13
8’-
4
"
14
0’-
4
"
14
2’-
4
"
14
4’-
2
"
14
6’-
0
"
14
7’-
10
"
14
9’-
8
"
15
1’-
8
"
15
3’-
8
"
15
5’-
8
"
15
7’-
8
"
15
9’-
8
"
16
1’-
8
"
16
3’-
8
"
16
5’-
8
"
16
7’-
8
"
16
9’-
8
"
17
1’-
8
"
17
3’-
8
"
17
5’-
8
"
17
7’-
8
"
17
9’-
8
"
18
1’-
8
"
18
3’-
8
"
18
5’-
8
"
18
7’-
8
"
18
9’-
8
"
19
1’-
8
"
19
3’-
8
"
19
5’-
8
"
19
7’-
8
"
19
9’-
8
"
20
1’-
8
"
20
3’-
8
"
20
5’-
8
"
20
7’-
8
"
20
9’-
8
"
211’-
8
"
213’-
8
"
215’-
8
"
217’-
8
"
219’-
8
"
22
1’-
8
"
22
3’-
8
"
22
5’-
8
"
22
7’-
8
"
22
9’-
8
"
23
1’-
8
"
23
3’-
8
"
23
5’-
8
"
23
7’-
8
"
23
9’-
8
"
2
52’-0 "
20
7’-
0"
217’-
0"
22
7’-
0"
77’-6"
77’-6"
57’-6"
57’-6"
30’-0"
30’-0"
2’-
2"
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LG, 136 LB RE RAISED 1", STRAIGHT
GUARD RAIL ASSEMBLY BOLTLESS, 26’-0" LG, 136 LB RE RAISED 1", RH
INSULATED RAIL ASSEMBLY, 78’-2" C/W BONDED INSULATED JOINT
SWITCH PACK, NO 20-136 LB RE MODIFIED TANGENTIAL, RH, HST
INSULATED RAIL ASSEMBLY, 78’-0" C/W BONDED INSULATED JOINT -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
8
13
14
15
16
3
TURNOUT DATA:
40 MPH FREIGHT @ 2" UNBALANCE
50 MPH PASSENGER @ 3" UNBALANCE
DESIGN SPEEDS
1°42’37" DEGREE OF CURVE:
3350’-0" CENTERLINE RADIUS:
CLOSURE AREA
ACTUAL LEAD: 167’-4"
4"THROW AT ROD #1:
"THICKNESS AT POINT:
0°11’55"ENTRY ANGLE:
VARIES PER SIDE VERTEX DISTANCE:
47’-0" / 67’-0"LENGTH OF POINTS:
SWITCH
CONCRETE TIE SET, 0-121 + (3) 1:80 TIES, PLATE PADS, RH
DRILLED RAIL, 136 LB RE, 78’-0" LONG
DRILLED RAIL, 136 LB RE, 78’-1" LONG
3
4
6
5
= 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.
NOTES:
8.
7.
6.
5.
4.
3.
2.
1.
47’-8"TOTAL LENGTH:
25’-5"HEEL LENGTH:
22’-2"TOE LENGTH:
FROG
- 1 OF 1
2806
XXXXREVISIONXX-XX-XXX
HDR
U-
5
CIR
CUIT
CO
NT
RO
LL
ER
NTS
ES2806-04HST, SWITCH MACHINE ON TURNOUT SIDE
NO 20-136 LB RE RH WSM FROG TURNOUT
TURNOUT LAYOUT
C
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: 3:55:37 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 20 Turnout\ES2806-11.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
1
1
1
1
1
16
2
1
2
5
4
6
7
8
9
1
1
3
10 14
11 4
12 4
13 1
14 1
15 1
16 1
17 1
18 1
19 1
20 1
21 1
22 1
23
24
26
27
28
29
30
31
25
32
33
34
35
36
37
38
39
40
41
42
43
44
45
-
-
-
-
-
-
-
-
-
-
-
-
-
-
BP2
BP2
BP2 BP2
BP2
P4
P4
BP2
BP2
BP2
BP2
P4
BP2
P4
BP2
P4
P4
BP2
BP2
P4
P4
BP2
BP2
BP1
BP1
P4
P4
RP-1-136
P4RP-1-136RP-1-136
BP2RP-2-136
P4
RP-2-136
RP-1-136
P4
BP2RP-2-136
RP-2-136
P4
G10-61200
G10-61206
G10-61206
G4
0-
00
01
7
B99-89093
L99-00666
G10-61206 G10-61206 G10-61206
G10-61200
G10-61208
NEW " SKEW LHNEW " SKEW LH
1" HVY HEX
NOTES:
2.
1.
BP
1C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
RP-
2-
13
6
RP-
1-
13
6
BP
2C-
13
6
RP-
2-
13
6
RP-
1-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
20-
25
LL
C
20-
26
LL
C
20-
27
LL
C
20-
28
LL
C
20-
29
LL
C
20-
30
LC
20-
31L
C
20-
32
LC
20-
33
LC
20-
34
LC
20-
35
LC
20-
36
LC
20-
37
LC
20-
38
LC
20-
39
LC
20-
40
LC
20-
25
LR
C
20-
26
LR
C
20-
27
LR
C
20-
28
LR
C
20-
29
LR
C
20-
30
LC
20-
31L
C
20-
32
LC
20-
33
LC
20-
34
LC
20-
35
LC
20-
36
LC
20-
37
LC
20-
38
LC
20-
39
LC
20-
40
LC
BP
1C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
RP-
1-
13
6
RP-
1-
13
6
BP
2C-
13
6
RP-
2-
13
6
P4
C-
13
6
RP-
2-
13
6
P4
C-
13
6
4
5
2
336 35
34
6
735
39
38
37
44
6
45
40 41 42 43
RIS
ER
"
RIS
ER
"
RIS
ER
"
RIS
ER
0"
BRACE ASSEMBLY
TYPICAL BOLTLESS
HEEL ASSEMBLY
TYPICAL SWITCH
SWITCH HEEL BLOCK, 136 LB RE, UNIFORM RISER, LH
SWITCH HEEL BLOCK, 136 LB RE, UNIFORM RISER, RH
SWITCH PLATE (BP1C-136)
SWITCH PLATE (BP2C-136)
SWITCH PLATE (P4C-136)
SWITCH ROLLER PLATE (RP-1-136) SCHWIHAG
SWITCH ROLLER PLATE (RP-2-136) SCHWIHAG
SWITCH PLATE (20-25LLC)
SWITCH PLATE (20-25LRC)
SWITCH PLATE (20-26LLC)
SWITCH PLATE (20-26LRC)
SWITCH PLATE (20-27LLC)
SWITCH PLATE (20-27LRC)
SWITCH PLATE (20-28LLC)
SWITCH PLATE (20-28LRC)
SWITCH PLATE (20-29LLC)
SWITCH PLATE (20-29LRC)
2
2
2
2
2
2
2
2
2
2
2
2
4
22
22
6
6
6
6
2
2
SWITCH PLATE (20-30LC)
SWITCH PLATE (20-31LC)
SWITCH PLATE (20-32LC)
SWITCH PLATE (20-33LC)
SWITCH PLATE (20-34LC)
SWITCH PLATE (20-35LC)
SWITCH PLATE (20-36LC)
SWITCH PLATE (20-37LC)
SWITCH PLATE (20-38LC)
SWITCH PLATE (20-39LC)
SWITCH PLATE (20-40LC)
ROLLER SCHWIHAG, SINGLE
ROLLER SCHWIHAG, DOUBLE
142
ES2806-33
ES2806-23
ES2806-24
ES2800-80
ES2800-80
ES2800-80
ES2800-96
ES2800-97
ES2806-81
ES2806-81
ES2806-81
ES2806-81
ES2806-82
ES2806-82
ES2806-81
ES2806-82
ES2806-81
ES2806-82
ES2806-82
ES2806-83
ES2806-83
ES2806-84
ES2806-83
ES2806-83
ES2806-84
ES2806-83
ES2806-83
ES2806-84
ES2806-82ES2806-21
ES2806-22
SAMSON POINT, 67’-0" LONG, DOUBLE REINFORCED, UR MANG TIP, LH
SAMSON POINT, 67’-0" LONG, DOUBLE REINFORCED, UR MANG TIP, RH
RIS
ER
"
WHEN INSTALLING INTO LAYOUT.
IN DETAIL FOR EACH ROD LOCATION. MODIFY SPREADS AS NECESSARY
SWITCH RODS SHALL BE PREADJUSTED TO DIMENSIONS SHOWN
SEE DRAWING ES2806-31 FOR TIE LOCATION DIMENSIONS.
HOLLOW SWITCH TIE & RODDING ASSEMBLY
SAMSON STOCK RAIL, 76’-0" LONG, STRAIGHT, RH
SAMSON STOCK RAIL, 69’-8" LONG, CURVED, LH
ROLLER SCHWIHAG, TRIPLE
BRACE, BOLTLESS, 136 LB RE ’SUREFIT’
SERRATED WASHER FOR BOLTLESS BRACE
BOLT, 1" DIA x 10" LONG, SQUARE HEAD, DRILLED @ 10", GR 5
SPRING WASHER FOR 1" DIA BOLT
NUT, 1" DIA HEAVY SQUARE, GR 5
COTTER PIN, " DIA x 2" LONG
FISH PLATE, 3-HOLE, " D-BAR x 16" LONG, HEADLOCKED
FISH PLATE, 3-HOLE, " D-BAR x 16" LONG
CLIP, PANDROL, E2055
2
- 1 OF 1
2806
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2806-11SWITCH MACHINE ON MAINLINE SIDE
HOLLOW STEEL TIES,
NO 20-136 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.03/31/2011
UserName=> carlosa Date Plotted: 3:55:39 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 20 Turnout\ES2806-12.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
NOTES:
2.
1.
4
5
2
3 3635 34
6
735
BP2
BP2 BP2
BP2
P4
P4
BP2
BP2
BP2
BP2
P4
BP2
P4
BP2
P4
P4
BP2
BP2
P4
P4
BP2
BP2
BP1
BP1
P4
P4
RP-1-136
P4RP-1-136RP-1-136
P4
RP-2-136
RP-1-136
P4
BP2RP-2-136
P4
G10-61200
G10-61206
G10-61206
B99-89093
L99-00666
G10-61206 G10-61206 G10-61206
G10-61200
G10-61208
NEW " SKEW LHNEW " SKEW LH
1" HVY HEX
RP-2-136
G4
0-
00
02
3
RP-2-136
BP2
20-
25
RL
C
20-
26
RL
C
20-
27
RL
C
20-
28
RL
C
20-
29
RL
C
20-
30
RC
20-
31
RC
20-
32
RC
20-
33
RC
20-
34
RC
20-
35
RC
20-
36
RC
20-
37
RC
20-
38
RC
20-
39
RC
20-
40
RC
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
BP
1C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
RP-
2-
13
6
RP-
1-
13
6
RP-
1-
13
6
RP-
2-
13
6
BP
2C-
13
6
P4
C-
13
6
P4
C-
13
6
20-
25
RR
C
20-
26
RR
C
20-
27
RR
C
20-
28
RR
C
20-
29
RR
C
20-
30
RC
20-
31
RC
20-
32
RC
20-
33
RC
20-
34
RC
20-
35
RC
20-
36
RC
20-
37
RC
20-
38
RC
20-
39
RC
20-
40
RC
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
RP-
1-
13
6
RP-
1-
13
6
RP-
2-
13
6
RP-
2-
13
6
BP
2C-
13
6
P4
C-
13
6
P4
C-
13
6
BP
1C-
13
6
1
1
1
1
1
1
16
2
1
2
4
5
6
7
8
9
1
1
3
10 14
11 4
12 4
13 1
14 1
15 1
16 1
17 1
18 1
19 1
20 1
21 1
22 1
SWITCH HEEL BLOCK, 136 LB RE, UNIFORM RISER, LH
SWITCH HEEL BLOCK, 136 LB RE, UNIFORM RISER, RH
SWITCH PLATE (BP1C-136)
SWITCH PLATE (BP2C-136)
SWITCH PLATE (P4C-136)
SWITCH ROLLER PLATE (RP-1-136) SCHWIHAG
SWITCH ROLLER PLATE (RP-2-136) SCHWIHAG
SWITCH PLATE (20-25RRC)
SWITCH PLATE (20-25RLC)
SWITCH PLATE (20-26RRC)
SWITCH PLATE (20-26RLC)
SWITCH PLATE (20-27RRC)
SWITCH PLATE (20-27RLC)
SWITCH PLATE (20-28RRC)
SWITCH PLATE (20-28RLC)
SWITCH PLATE (20-29RRC)
SWITCH PLATE (20-29RLC)
2
2
2
2
2
2
2
23
24
26
27
28
29
30
31
2
2
25
32 2
33 2
34 2
35 4
36
37
38
39
40
41
42
43
44
45
SWITCH PLATE (20-30RC)
SWITCH PLATE (20-31RC)
SWITCH PLATE (20-32RC)
SWITCH PLATE (20-33RC)
SWITCH PLATE (20-34RC)
SWITCH PLATE (20-35RC)
SWITCH PLATE (20-36RC)
SWITCH PLATE (20-37RC)
SWITCH PLATE (20-38RC)
SWITCH PLATE (20-39RC)
SWITCH PLATE (20-40RC)
ROLLER SCHWIHAG, SINGLE
ROLLER SCHWIHAG, DOUBLE
-
-
-
-
-
-
-
-
-
-
-
-
-
-
BRACE ASSEMBLY
TYPICAL BOLTLESSHEEL ASSEMBLY
TYPICAL SWITCH
ES2806-32
ES2806-21
ES2806-22
ES2806-25
ES2806-26
ES2800-80
ES2800-96
ES2806-85
ES2806-85
ES2806-86
ES2806-86
ES2806-86
ES2806-87
ES2806-87
ES2806-88ES2800-80
ES2806-85
ES2806-85
ES2806-86
ES2800-80
ES2806-85
ES2806-85
ES2806-86
ES2800-97
ES2806-87
ES2806-87
ES2806-88
ES2806-87
ES2806-87
ES2806-88
ES2806-86
BP2
37
38
3944
7
40
45
41 42 43WHEN INSTALLING INTO LAYOUT.
IN DETAIL FOR EACH ROD LOCATION. MODIFY SPREADS AS NECESSARY
SWITCH RODS SHALL BE PREADJUSTED TO DIMENSIONS SHOWN
SEE DRAWING ES2806-30 FOR TIE LOCATION DIMENSIONS.
SAMSON STOCK RAIL, 76’-0" LONG, STRAIGHT, LH
SAMSON POINT, 67’-0" LONG, DOUBLE REINFORCED, UR MANG TIP, LH
SAMSON POINT, 67’-0" LONG, DOUBLE REINFORCED, UR MANG TIP, RH
HOLLOW SWITCH TIE & RODDING ASSEMBLY
22
22
6
6
6
6
2
2
142
ROLLER SCHWIHAG, TRIPLE
BRACE, BOLTLESS, 136 LB RE ’SUREFIT’
SERRATED WASHER FOR BOLTLESS BRACE
BOLT, 1" DIA x 10" LONG, SQUARE HEAD, DRILLED @ 10", GR 5
SPRING WASHER FOR 1" DIA BOLT
NUT, 1" DIA HEAVY SQUARE, GR 5
COTTER PIN, " DIA x 2" LONG
FISH PLATE, 3-HOLE, " D-BAR x 16" LONG, HEADLOCKED
FISH PLATE, 3-HOLE, " D-BAR x 16" LONG
CLIP, PANDROL, E2055
2
SAMSON STOCK RAIL, 69’-8" LONG, CURVED, RH
RIS
ER
"
RIS
ER
"
RIS
ER
"
RIS
ER
"
RIS
ER
0"
- 1 OF 1
2806
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2806-12SWITCH MACHINE ON MAINLINE SIDE
HOLLOW STEEL TIES,
NO 20-136 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.03/31/2011
UserName=> carlosa Date Plotted: 3:55:40 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 20 Turnout\ES2806-13.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
1
1
1
1
1
16
2
1
2
4
5
6
7
8
9
1
1
3
10 14
11 4
12 4
13 1
14 1
15 1
16 1
17 1
18 1
19 1
20 1
21 1
22 1
23
24
26
27
28
29
30
31
25
32
33
34
35
36
37
38
39
40
41
42
43
44
45
BP2
BP2
BP2 BP2
BP2
P4
P4
BP2
BP2
BP2
BP2
P4
BP2
P4
BP2
P4
P4
BP2
BP2
P4
P4
BP2
BP2
BP1
BP1
P4
P4
RP-1-136
P4RP-1-136RP-1-136
BP2RP-2-136
P4
RP-2-136
RP-1-136
P4
BP2RP-2-136
RP-2-136
P4
G10-61200
G10-61206G10-61206
G4
0-
00
01
7
B99-89093
L99-00666
G10-61206 G10-61206 G10-61206
G10-61200
G10-61208
NEW " SKEW LHNEW " SKEW LH
1" HVY HEX
NOTES:
2.
1.
BP
1C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
RP-
2-
13
6
RP-
1-
13
6
BP
2C-
13
6
RP-
2-
13
6
RP-
1-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
20-
25
LL
C
20-
26
LL
C
20-
27
LL
C
20-
28
LL
C
20-
29
LL
C
20-
30
LC
20-
31L
C
20-
32
LC
20-
33
LC
20-
34
LC
20-
35
LC
20-
36
LC
20-
37
LC
20-
38
LC
20-
39
LC
20-
40
LC
20-
25
LR
C
20-
26
LR
C
20-
27
LR
C
20-
28
LR
C
20-
29
LR
C
20-
30
LC
20-
31L
C
20-
32
LC
20-
33
LC
20-
34
LC
20-
35
LC
20-
36
LC
20-
37
LC
20-
38
LC
20-
39
LC
20-
40
LC
BP
1C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
RP-
1-
13
6
RP-
1-
13
6
BP
2C-
13
6
RP-
2-
13
6
P4
C-
13
6
RP-
2-
13
6
P4
C-
13
6
1
4
5
2
336 35
34
6
735
39
38
37
44
6
45
40 41 42 43
RIS
ER
"
RIS
ER
"
RIS
ER
"
RIS
ER
0"
BRACE ASSEMBLY
TYPICAL BOLTLESS
HEEL ASSEMBLY
TYPICAL SWITCH
SWITCH HEEL BLOCK, 136 LB RE, UNIFORM RISER, LH
SWITCH HEEL BLOCK, 136 LB RE, UNIFORM RISER, RH
SWITCH PLATE (BP1C-136)
SWITCH PLATE (BP2C-136)
SWITCH PLATE (P4C-136)
SWITCH ROLLER PLATE (RP-1-136) SCHWIHAG
SWITCH ROLLER PLATE (RP-2-136) SCHWIHAG
SWITCH PLATE (20-25LLC)
SWITCH PLATE (20-25LRC)
SWITCH PLATE (20-26LLC)
SWITCH PLATE (20-26LRC)
SWITCH PLATE (20-27LLC)
SWITCH PLATE (20-27LRC)
SWITCH PLATE (20-28LLC)
SWITCH PLATE (20-28LRC)
SWITCH PLATE (20-29LLC)
SWITCH PLATE (20-29LRC)
2
2
2
2
2
2
2
2
2
2
2
2
4
SWITCH PLATE (20-30LC)
SWITCH PLATE (20-31LC)
SWITCH PLATE (20-32LC)
SWITCH PLATE (20-33LC)
SWITCH PLATE (20-34LC)
SWITCH PLATE (20-35LC)
SWITCH PLATE (20-36LC)
SWITCH PLATE (20-37LC)
SWITCH PLATE (20-38LC)
SWITCH PLATE (20-39LC)
SWITCH PLATE (20-40LC)
ROLLER SCHWIHAG, SINGLE
ROLLER SCHWIHAG, DOUBLE
ES2806-35
-
-
ES2806-21
ES2806-22
ES2806-24
ES2806-23
ES2800-80
ES2800-80
ES2800-80
ES2800-96
ES2800-97
ES2806-81
ES2806-81
ES2806-81
ES2806-81
ES2806-82
ES2806-82
ES2806-81
ES2806-82
ES2806-81
ES2806-82
-
-
-
-
-
-
-
-
-
-
-
-
ES2806-82
ES2806-83
ES2806-83
ES2806-84
ES2806-83
ES2806-83
ES2806-84
ES2806-83
ES2806-83
ES2806-84
ES2806-82
RIS
ER
"
WHEN INSTALLING INTO LAYOUT.
IN DETAIL FOR EACH ROD LOCATION. MODIFY SPREADS AS NECESSARY
SWITCH RODS SHALL BE PREADJUSTED TO DIMENSIONS SHOWN
SEE DRAWING ES2806-31 FOR TIE LOCATION DIMENSIONS.
SAMSON STOCK RAIL, 69’-8" LONG, CURVED, LH
SAMSON STOCK RAIL, 76’-0" LONG, STRAIGHT, RH
SAMSON POINT, 67’-0" LONG, DOUBLE REINFORCED, UR MANG TIP, LH
SAMSON POINT, 67’-0" LONG, DOUBLE REINFORCED, UR MANG TIP, RH
HOLLOW SWITCH TIE & RODDING ASSEMBLY
22
22
6
6
6
6
2
2
142
ROLLER SCHWIHAG, TRIPLE
BRACE, BOLTLESS, 136 LB RE ’SUREFIT’
SERRATED WASHER FOR BOLTLESS BRACE
BOLT, 1" DIA x 10" LONG, SQUARE HEAD, DRILLED @ 10", GR 5
SPRING WASHER FOR 1" DIA BOLT
NUT, 1" DIA HEAVY SQUARE, GR 5
COTTER PIN, " DIA x 2" LONG
FISH PLATE, 3-HOLE, " D-BAR x 16" LONG, HEADLOCKED
FISH PLATE, 3-HOLE, " D-BAR x 16" LONG
CLIP, PANDROL, E2055
2
- 1 OF 1
2806
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2806-13SWITCH MACHINE ON TURNOUT SIDE
HOLLOW STEEL TIES,
NO 20-136 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.03/31/2011
UserName=> carlosa Date Plotted: 3:55:41 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 20 Turnout\ES2806-14.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
ITEM QTY DESCRIPTION DWG NOITEM QTY DESCRIPTION DWG NOPART NO
SCRRA
BILL OF MATERIALBILL OF MATERIAL
PART NO
SCRRA
NOTES:
2.
1.
4
5
2
3 3635 34
6
735
BP2
BP2 BP2
BP2
P4
P4
BP2
BP2
BP2
BP2
P4
BP2
P4
BP2
P4
P4
BP2
BP2
P4
P4
BP2
BP2
BP1
BP1
P4
P4
RP-1-136
P4RP-1-136RP-1-136
P4
RP-2-136
RP-1-136
P4
BP2RP-2-136
P4
G10-61200
G10-61206G10-61206
B99-89093
L99-00666
G10-61206 G10-61206 G10-61206
G10-61200
G10-61208
NEW " SKEW LHNEW " SKEW LH
1" HVY HEX
RP-2-136
G40-
00023
RP-2-136
BP2
20-
25
RL
C
20-
26
RL
C
20-
27
RL
C
20-
28
RL
C
20-
29
RL
C
20-
30
RC
20-
31
RC
20-
32
RC
20-
33
RC
20-
34
RC
20-
35
RC
20-
36
RC
20-
37
RC
20-
38
RC
20-
39
RC
20-
40
RC
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
BP
1C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
RP-
2-
13
6
RP-
1-
13
6
RP-
1-
13
6
RP-
2-
13
6
BP
2C-
13
6
P4
C-
13
6
P4
C-
13
6
20-
25
RR
C
20-
26
RR
C
20-
27
RR
C
20-
28
RR
C
20-
29
RR
C
20-
30
RC
20-
31
RC
20-
32
RC
20-
33
RC
20-
34
RC
20-
35
RC
20-
36
RC
20-
37
RC
20-
38
RC
20-
39
RC
20-
40
RC
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
P4
C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
BP
2C-
13
6
RP-
1-
13
6
RP-
1-
13
6
RP-
2-
13
6
RP-
2-
13
6
BP
2C-
13
6
P4
C-
13
6
P4
C-
13
6
BP
1C-
13
6
1
1
1
1
1
1
16
2
1
2
4
5
6
7
8
9
1
1
3
10 14
11 4
12 4
13 1
14 1
15 1
16 1
17 1
18 1
19 1
20 1
21 1
22 1
SWITCH HEEL BLOCK, 136 LB RE, UNIFORM RISER, LH
SWITCH HEEL BLOCK, 136 LB RE, UNIFORM RISER, RH
SWITCH PLATE (BP1C-136)
SWITCH PLATE (BP2C-136)
SWITCH PLATE (P4C-136)
SWITCH ROLLER PLATE (RP-1-136) SCHWIHAG
SWITCH ROLLER PLATE (RP-2-136) SCHWIHAG
SWITCH PLATE (20-25RRC)
SWITCH PLATE (20-25RLC)
SWITCH PLATE (20-26RRC)
SWITCH PLATE (20-26RLC)
SWITCH PLATE (20-27RRC)
SWITCH PLATE (20-27RLC)
SWITCH PLATE (20-28RRC)
SWITCH PLATE (20-28RLC)
SWITCH PLATE (20-29RRC)
SWITCH PLATE (20-29RLC)
2
2
2
2
2
2
2
23
24
26
27
28
29
30
31
2
2
25
32 2
33 2
34 2
35 4
36
37
38
39
40
41
42
43
44
45
SWITCH PLATE (20-30RC)
SWITCH PLATE (20-31RC)
SWITCH PLATE (20-32RC)
SWITCH PLATE (20-33RC)
SWITCH PLATE (20-34RC)
SWITCH PLATE (20-35RC)
SWITCH PLATE (20-36RC)
SWITCH PLATE (20-37RC)
SWITCH PLATE (20-38RC)
SWITCH PLATE (20-39RC)
SWITCH PLATE (20-40RC)
ROLLER SCHWIHAG, SINGLE
ROLLER SCHWIHAG, DOUBLE
BRACE ASSEMBLY
TYPICAL BOLTLESSHEEL ASSEMBLY
TYPICAL SWITCH
ES2806-34
-
-
ES2806-21
ES2806-22
ES2806-25
ES2806-26
ES2800-80
ES2800-96
ES2806-85
ES2806-85
ES2806-86
ES2806-86
ES2800-80
ES2806-85
ES2806-85
ES2806-86
ES2800-80
ES2806-85
ES2806-85
ES2806-86
ES2800-97
ES2806-86
ES2806-87
ES2806-87
ES2806-88
ES2806-87
ES2806-87
ES2806-88
ES2806-87
ES2806-87
ES2806-88
ES2806-86
-
-
-
-
-
-
-
-
-
-
-
-
WHEN INSTALLING INTO LAYOUT.
IN DETAIL FOR EACH ROD LOCATION. MODIFY SPREADS AS NECESSARY
SWITCH RODS SHALL BE PREADJUSTED TO DIMENSIONS SHOWN
SEE DRAWING ES2806-30 FOR TIE LOCATION DIMENSIONS.
RIS
ER
"
RIS
ER
"
RIS
ER
"
RIS
ER
"
RIS
ER
0"
BP2
37
38
39
44
7
40
45
41 42 43
SAMSON STOCK RAIL, 69’-8" LONG, CURVED, RH
SAMSON STOCK RAIL, 76’-0" LONG, STRAIGHT, LH
SAMSON POINT, 67’-0" LONG, DOUBLE REINFORCED, UR MANG TIP, LH
HOLLOW SWITCH TIE & RODDING ASSEMBLY
22
22
6
6
6
6
2
2
142
ROLLER SCHWIHAG, TRIPLE
BRACE, BOLTLESS, 136 LB RE ’SUREFIT’
SERRATED WASHER FOR BOLTLESS BRACE
BOLT, 1" DIA x 10" LONG, SQUARE HEAD, DRILLED @ 10", GR 5
SPRING WASHER FOR 1" DIA BOLT
NUT, 1" DIA HEAVY SQUARE, GR 5
COTTER PIN, " DIA x 2" LONG
FISH PLATE, 3-HOLE, " D-BAR x 16" LONG, HEADLOCKED
FISH PLATE, 3-HOLE, " D-BAR x 16" LONG
CLIP, PANDROL, E2055
2
SAMSON POINT, 67’-0" LONG DOUBLE REINFORCED, UR MANG TIP, RH
- 1 OF 1
2806
XXXXREVISIONXX-XX-XXX
HDR
NTS
ES2806-14SWITCH MACHINE ON TURNOUT SIDE
HOLLOW STEEL TIES,
NO 20-136 LB RE RH SWITCH PACK,
67’-0"
1.6
43" 29’-7" (BEND POINT)
CUT RUNOUT
18’-4" BOTTOM BASE
4 PLACES
4" R
6"
RE
F
0.13
0" 29’-7"
3350.00’ R
3350.00’ R
2"
" IN 30’-0" TOP CUT
0.0
85"
2" R
3
" –
"
3
" –
"
48’-0" BOTTOM BASE CUT RUNOUT
34’-9" SIDE BASE CUT RUNOUT
29’-7" SIDE HEAD CUTS RUNOUT AND BEND
45’-0" – "
67’-0" – " OVERALL LENGTH
BA
SE
2
" 4" R
0.320"
29’-7"
2’-0"1st
TO
P
CU
T
6
"
1’-3"
9"
1" DIA (+" - 0")" DIA (+" - 0")
1" DIA (+" - 0")
INSERT SEAT
6’-0" (+" - 0")
60 HOLES
(+" - 0")
1" DIA
(+
" -
0")
4
"
" DIA (+" - 0")
" 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: 3:55:42 PM10/5/2011 Plot Driver=> S:\Plot Drivers\pdf.plt FileName=> s:\V8EngStds\2000\Turnouts\No 20 Turnout\ES2806-21.dgn
ASSISTANT DIRECTOR: STANDARDS & DESIGN
ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY
STOCK SIDE
CURVED
GAUGE SIDE
STRAIGHT
GAUGE SIDE
STOCK SIDE
STRAIGHT
GAUGE SIDE
STOCK SIDE
CURVED STRAIGHT WEB, TOP VIEW
DIMENSIONS @ 6" AT RAIL BEND
GAUGE SIDE HEAD CUT:
STRAIGHT WEB, TOP VIEW
DIMENSIONS @ 6" AT RAIL BEND
STOCK SIDE HEAD CUT:
STRAIGHT WEB, TOP VIEW
DIMENSIONS @ BASE.
UNDERSIDE BASE CUT:NOTES:
A
GAUGE SIDE
STOCK SIDE
ITEM QTY
1
DESCRIPTION
1
PART NO
SCRRA
BILL OF MATERIAL
WID
TH
1
" –
"
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