This document contains specifications for various rail sections used by Norfolk Southern Railway Company. It provides details on the geometric properties of each rail section such as moment of inertia, section modulus of the head and base, ratios of these properties to cross-sectional area, and percentage of total area for the head, web and base. Rail sections included are 115RE, 130RE, 130PS, 132RE, 131RE, 136RE, 141AB, 112RE, 110RE, 100RE, 100RB, 90RB, 90RA, 85AS, 75AS and 70AS. Standard and non-standard drilling patterns for these rails are shown on Plans 1-2 and 1-2a.
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20667792020-001250054.pdf
1. DATE
REVISION
PLAN 1-1
NORFOLK SOUTHERN RAILWAY COMPANY
APRIL 1989
Atlanta, Georgia
RAIL SECTIONS
1
4
˘
C
6"
1:40
1:4
Neutral Axis
7
&
˘
3"
1
3.20"
4:1
1
1
10"
R
10"
R
L 16" R & 8" R
3
‘
8" R
16" R
!
1
4
˘
C
6"
1:40
1:4
Neutral Axis
7
&
˘
3"
1
3.20"
1" R
4
L 23" R & 10" R
23" R
10" R
14"
R
14"
R
4:1
1
˘
C
Neutral Axis
&
˘
4:1
4:1
14" R
L 14" R
1
6
2
3
3
1
1
4
5
1:40
10"
R
10"
R
1
3" R
14" R
2.98"
NOTE
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total 100.0 %
4.86 = 36.4 %
4.87 = 36.5 %
13.35 =
94.9
23.9
28.3
7.1 1
1.79
1.22
0.82
Ratio Height to Base
Ratio Base to Height
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total 100.0 %
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total 100.0 %
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total 100.0 %
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total 100.0 %
1.20
5.83
0.83
Ratio Height to Base
Ratio Base to Height
Ratio Height to Base
Ratio Base to Height
Ratio Height to Base
Ratio Base to Height Ratio Base to Height
Ratio Height to Base
4.87 = 37.6 %
3.66 = 28.3 %
12.95 =
88.2
22.5
27.6
6.81
1.74
1.1 9
0.84
132 # R.E.
4.49 = 35.0 %
3.46 = 27.0 %
12.82 =
88.5
22.6
27.6
6.90
1.76
1.1 9
131 # R.E.
130 # R.E.
See Plans 1-2 and 1-2a for Standard
and Non-Standard Rail Drilling.
4.63 = 36.4 %
5.06 = 39.8 %
77.40
20.80
25.60
6.09
1.64
1.1 3
0.89
3.02 = 23.8 %
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total 100.0 %
Ratio Height to Base
Ratio Base to Height
130 # P.S.
5.00 = 39.4 %
2.80 = 22.0 %
4.90 = 38.6 %
12.70 =
72.80
20.60
23.50
5.73
1.62
1.20
0.83
11.25 =
18.0
22.0
1.60
65.6
4.87 = 38.0 %
0.84
136 RE 132 RE 131 RE
130 RE 130 PS 115 RE
˘
C
Neutral Axis
˘
4:1
6
3
5
1:3.08
2"
9
1
3
3"
3.09"
16" R
L 16" R
16" R
12"
R
20" R
R
‘
1
4
2
˘
3
7
8" R
C
1:3
‘
1:4
8"
R
8"
R
1.1023"
3
5
L WEB
3
"
L 8" R & 20" R
C
1.
75
"R
141 AB
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total 100.0 %
5.37 = 38.9 %
4.87 = 35.3 %
13.80 =
25.3
29.0
1.83
1.24
0.81
Ratio Height to Base
Ratio Base to Height
3.55 = 25.8 %
7.28
6"
8-9-01
ADDED
141
AB
RAIL
SECTION
100.4
3.62 = 27. 1 %
136 # R.E.
141 # AB
115 # R.E.
3.91 = 34.8 %
3.05 = 27. 1 %
4.29 = 38. 1 %
4.42 = 34. 1 %
12.71 =
20" R
2
R
‘
1
4
1
˘
3
7
8" R
L 20" R & 8" R
C
3.347"
6"
1
1:40
1:4
‘
1:4
Neutral Axis
1
10"
R
10"
R
˘
C
6"
Neutral Axis
&
˘
4:1
1
4:1
1:16
14" R
3
3
1
14"
R
2
14" R
6
3
L 14" R
2. DATE
REVISION
PLAN 1-1A
NORFOLK SOUTHERN RAILWAY COMPANY
APRIL 1989
Atlanta, Georgia
RAIL SECTIONS
NOTE
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total 100.0 %
Ratio Height to Base
Ratio Base to Height
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total 100.0 %
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total 100.0 %
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total 100.0 %
Ratio Height to Base
Ratio Base to Height
Ratio Height to Base
Ratio Base to Height
Ratio Height to Base
Ratio Base to Height
See Plans 1-2 and 1-2a for Standard
and Non-Standard Rail Drilling.
˘
Neutral Axis
&
˘
4:1
4:1
1
3
5
&
!
1:16
L 14" R
C
14" R
6
2.83"
14" R
14"
R
2
1
3
&
˘
4:1
4:1
&
1:16
L 14" R
C
14" R
14" R
14"
R
˘
1
3
2.75"
Neutral Axis
2
6"
2
1
5
&
˘
Neutral Axis
˘
13
3
1
2
‘
2
1
13
5
65
128
"
2
C
L 12" R
12
"
R
12" R
12" R
‘
2.63"
5
&
˘
Neutral Axis
˘
13
3
2
‘
13
128
"
2
C
L 12" R
12" R
12" R
‘
45
2.44"
1
2
1
5
4
˘
Neutral Axis
&
˘
4:1
4:1
&
1:16
L 14" R
C
5
1" &
14" R
3
14"
R
14" R
2.54"
1
5
2
2
1
14"
R
˘
Neutral Axis
˘
13
13
C
L 12" R
12" R
12" R
‘
5
2
1
2.47"
2
5
12"
R
2
4.04 = 37.4 %
2.49 = 23.0 %
4.29 = 39.6 %
10.82 =
57.00
16.70
20.10
5.27
1.54
1.1 4
0.88
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total 100.0 %
Ratio Height to Base
Ratio Base to Height
100 # R.E. 100 # R.B.
3.80 = 38.2 %
2.25 = 22.6 %
3.90 = 39.2 %
9.95 =
49.00
15.1 0
17.80
4.93
1.52
1.1 2
0.90
3.95 = 40.2 %
9.85 =
41.30
13.70
15.74
4.19
1.39
1.1 0
0.91
90 # R.B.
8.87 =
32.30
1 1.45
13.21
3.64
1.29
1.10
0.90
90 # R.A.
8.82 =
38.70
12.56
15.23
4.39
1.10
0.91
1.43
PROPERTIES OF RAIL
Section Modulus : Base
100.0 %
1.00
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total
Ratio Height to Base
Ratio Base to Height 1.00
85 # A.S.
3.50 = 42.0 %
3.08 = 37.0 %
8.33 =
30.07
1 1.03
3.61
1.33
12.1 7
110 RE 100 RE 100 RB
90 RB 85 AS
90 RA
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total
3.95 = 35.9 %
4.29 = 39.0 %
100.0 %
65.5
1.64
1.20
21.8
18.1
0.83
Ratio Height to Base
Ratio Base to Height
5.95
˘
C
Neutral Axis
&
˘
4:1
4:1
1
6
2
3
1
5
1
:
4
0
1" R
&
14"
R
14"
R
1
3
3.00"
10" R
23" R
L 10" R & 23" R
!
112 RE
11.01 =
112 # R.E. 110 # R.E.
1.70 = 19.2 % 1.75 = 21 .0 %
2.12 = 24.0 %
3.19 = 36.3 %
3.51 = 39.7 %
3.61 = 40.7 %
3.56 = 40. 1 %
2.77 = 25.1 % 1.89 = 19.2 %
4.01 = 40.6 %
12"
R
3. DATE
REVISION
PLAN 1-1B
NORFOLK SOUTHERN RAILWAY COMPANY
APRIL 1989
Atlanta, Georgia
RAIL SECTIONS
Section Modulus : Base
100.0 %
NOTE
PROPERTIES OF RAIL
Section Modulus : Base
See Plans 1-2 and 1-2a for Standard
and Non-Standard Rail Drilling.
Neutral Axis
˘
13
13
C
L 12" R
12" R
‘
12"
R
12" R
˘
2
1
2
2.30"
4
4
2
70 # A.S.
2.86 = 42.0 %
7.49
1.00
PROPERTIES OF RAIL
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total 100.0 %
Ratio Height to Base
Ratio Base to Height
1.00
1.00
75 # A.S.
3.08 = 42.0 %
2.52 = 37.0 %
7.33 =
22.86
9.94
1.24
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total
Ratio Height to Base
1.00
Neutral Axis
˘
13
13
C
L 12" R
12" R
‘
12"
R
12" R
˘
2
2.22"
2
1
2
4
4
8.20
2.89
Neutral Axis
˘
13
13
C
L 12" R
12" R
‘
12"
R
2
12" R
5"
2
1
5"
2
˘
2.38"
PROPERTIES OF RAIL
Section Modulus : Base
100.0 %
1.00
Moment of Inertia
Section Modulus : Head
Section Modulus : Base
Ratio M.I. to Area
Ratio Sect. Mod. Head to Area
Area : Head (Sq. In.)
Area : Web (Sq. In.)
Area : Base (Sq. In.)
(Sq. In.)
Area : Total
Ratio Height to Base
Ratio Base to Height 1.00
80 # A.S.
3.30 = 42.0 %
7.86 =
26.38
10.07
11.08
3.36
1.28
80 AS
1.65 = 21.0 %
2.91 = 37.0 %
1.54 = 21.0 %
2.71 = 37.0 %
9.10
3.12
1.43 = 21.0 %
6.81 =
19.7
1.10
75 AS 70 AS
Ratio Base to Height
6. A.S.C.E.
70-LB.
7040 4 2
4
A.S.C.E.
70-LB.
7040 4 2
4
A.S.C.E.
70-LB.
7040 4 2
4
7040 4 2
4
70-LB.
2
P S 97
4 4
70-LB.
2
P S 97
4 4
70-LB.
2
P S 97
4 4
70-LB.
2
BETH. 36
4 4
BETH. 36
1078 4 4 2 2
SOU
SOU
SOU
SOU
SOU
SOU
SOU
SOU
SOU
Hd
B
L
H
(Height)
(Distance
Above
Base)
End
Rail
(Base Width)
(Head Width)
L Bolt Hole
C
TYPICAL SECTION
RAIL END DRILLING
A B C Bolt Hole
Spacing
RAIL MEASUREMENT SCHEDULE
*
C. OF GA.
C. & N.W. R.R.
C. OF GA.
C. OF GA.
*
DENOTES STANDARD USAGE
DATE
REVISION
68
RAIL
SECTION
MILL
IDENT.
NO.
HEIGHT
(H)
BASE
WIDTH
(B)
HEAD
WIDTH
(Hd)
DIAMETER
BOLT
HOLE
(D)
DISTANCE
ABOVE
BASE
BOLT HOLE
SPACING
AT
(L) A B C
WITH END DRILLING AND BOLT HOLE
SPACING OF JOINT BARS
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
RAIL SECTIONS
AUGUST 2001
PLAN 1-2B
"" 5"
""
"" 7"
" 5"
"" 6"
" 8"
" 5"
"" 5"
"" 5" 6"
" "
"
"
"
"
"
"
"
"
RAIL
SECTION
MILL
IDENT.
NO.
HEIGHT
(H)
BASE
WIDTH
(B)
HEAD
WIDTH
(Hd)
DIAMETER
BOLT
HOLE
(D)
DISTANCE
ABOVE
BASE
BOLT HOLE
SPACING
AT
(L) A B C
A.S.C.E.
85-LB.
2
8540 5 5 1"
A.S.C.E.
85-LB.
2
8540 5 5 1"
A.S.C.E.
85-LB.
2
8540 5 5 1"
A.S.C.E.
85-LB.
2
8540 5 5 1"
A.S.C.E.
85-LB.
2
8540 5 5 1"
A.S.C.E.
85-LB.
2
8540 5 5 1"
A.S.C.E.
85-LB.
2
8540 5 5 1"
A.S.C.E.
1"
80-LB.
8040 5" 5" 2 2
A.S.C.E.
1"
80-LB.
8040 5" 5" 2 2
A.S.C.E.
1"
80-LB.
8040 5" 5" 2 2
A.S.C.E.
1"
80-LB.
8040 5" 5" 2 2
A.S.C.E.
1"
80-LB.
8040 5" 5" 2 2
A.S.C.E.
1"
80-LB.
8040 5" 5" 2 2
A.S.C.E.
1"
80-LB.
8040 5" 5" 2 2
A.S.C.E.
1"
80-LB.
8040 5" 5" 2 2
SOU
NW & SOU
SOU
SOU
SOU
SOU
NW & SOU
NW
SOU
SOU
SOU
SOU
SOU
SOU
SOU
A.S.C.E.
7540
75-LB.
1"
4 4 2 SOU
SOU
SOU
SOU
A.S.C.E.
7540
75-LB.
1"
4 4 2
A.S.C.E.
7540
75-LB.
1"
4 4 2
7540 1"
4 4 2
*
C. OF GA.
WAB.
S. & A. R.R.
C. OF GA.
*
C. & N.W. R.R.
"
"
"
"
"
"
"
" 5" 5"
" 7"
" 7"
" 6"
4
" 5"
" 6"
6"
" 5"
5"
" 7"
" 5"
" 6"
" 6"
" 5"
" 5"
" 6
" 7"
"
"
"
"
" 6"
" 7"
" 5"
" 5"
A.S.C.E.
90-LB.
2
9040 5 5 " "
2 7" --
1 EL
A.S.C.E.
90-LB.
2
9040 5 5 " " 4" 5"
1
A.S.C.E.
90-LB.
2
9040 5 5 " 4" 5"
1
A.S.C.E.
90-LB.
2
9040 5 5 7" --
1
CNJ
RDG
RDG
2
45
128
"
2
45
128
"
45
128
"
2
45
128 2
A.S.C.E.
85-LB.
2
8540 5 5
A.S.C.E.
85-LB.
2
8540 5 5
"
"
" --
6"
" --
5"
PRR
PRR
1
1
85-LB.
2
85-LB.
2
5 4
"
"
" --
" --
PRR
PRR
85-LB.
85-LB.
"
6"
" --
PRR
PRR
85-LB.
85-LB.
2
5
"
" --
5"
"
PRR
CNJ
PRR
PS
PS
PS
PS
DY
5" 5" 1"
1"
2
5 4 "
1"
2
5 4 "
1"
2
4 1"
2
5 4 "
7
5"
4
5"
85-LB.
2
5
DY
5" NYC
1"
A.S.C.E.
1"
80-LB.
8040 5" 5" 2 2
A.S.C.E.
80-LB.
8040 5" 5" 2 2
"
2
" 7"
EL
NH
4"
1
1"
80-LB.
5" 2 2 "
1"
80-LB.
5" 2 2 "
DY
DY
NYC
CNJ
5
5
2.75
1"
80-LB.
5" 2 1 "
LV
4 LV
75-LB.
A.S.C.E.
4" 5"
--
--
--
--
--
--
--
--
--
--
--
--
--
4" 5"
--
--
--
--
--
--
--
--
--
--
--
70-LB.
A.S.C.E.
5.6"5.6"
4" 4"
7. 1 1 1
1
2
"
1
6"
Under
Head
+
-
+
-
30
6"
(THREAD
LENGTH)
10"
FOR
RAIL
90#
AND
LIGHTER
12"
FOR
RAIL
100#
AND
HEAVIER
LENGTH
AS
ORDERED
-
+
-
˘" R
+
+
-
-
30
+
-
DATE
REVISION
" X 6" CUT
" GALVANIZED D
!" X 7" GALVANIZE
+
-
7"
6"
+0"
-
+
-
-
1
+
-
+
+
-
-
-
+0"
1
+
- 1"
+0"
-
˘" R
3" RADIUS
+
+
-
+
-
PITCH
-
+
+
-
PLAN 2M-63
640-903705
640-903565
640-903523
640-903531
PITCH
-
+
QUADRUPLE
QUADRUPLE
THREAD
THREAD
+
-0"
1
+
-
1
1
1
1"
NORFOLK SOUTHERN RAILWAY COMPANY
APRIL 1991
Atlanta, Georgia
SPIKES
AREMA STANDARD
AREMA STANDARD
AREMA STANDARD
PLAN 1-3
12-5-05
TRACK
SPIKE
SPECIFICATIONS
For use where specified in turnouts.
Drill "
150 Spikes per 200-lb keg
For fastening crossing timbers.
Drill " pilot
10" Length for use in rail 90RA and lighter.
125 Spikes per 200-lb keg
12 Length for use in rail 100RE and heavier.
100 Spikes per 200-lb keg
Material and workmanship to be in accordance
with current AREMA manual requirements for
soft steel track spikes.
Permissible shank straightness variation measured
in either plane, shall not exceed 0.0313".
Manufacturer’s I.D. shall be pressed on the head
of each spike while being formed.
Weight = approximately 0.83-lbs each
241 Spikes per 200-lb keg
8. DATE
REVISION
Atlanta, Georgia
RECTANGULAR HEAD
TIMBER SCREW SPIKE
4.500"
1"
+˘"
1.250"
.875"
.063" R
1.500" R
.938"
NOTE: THREADS TO BE WAXED FOR EASIER INSERTION
APPROX 50
INCLUDED
ON CRESTS
MONTH AND YEAR OF MANUFACTURE,
MANUFACTURER’S I.D., AND PART
NUMBER TO BE FORGED INTO THE HEAD.
HEAD MUST BE HOT FORGED.
HEAD MUST BE CENTERED RELATIVE TO SHANK.
DO NOT DRIVE INTO TIES.
.333"
.175"
.125"
˘" R
1.125"
1.093"
.844"
.75"
1.75"
YEAR
PART NUMBER
MANUFACTURER I.D.
MONTH
XX
NOTE: ALL DRIVE
TOP VIEW OF HEAD
THREAD DETAIL
15
45
40
2.000"
+/
"
3 PITCH SINGLE LEAD THREAD
6.500"
+/
+/ LAST THREAD
APPROX .075" HI
+"
MAY 2001
APPROX
"
NOTES:
MATERIAL TO BE LOW-MED CARBON STEEL 74,000
PSI MINIMUM TENSILE / 50,000 PSI YIELD STRENGTH.
PLAN 1-3A
640 035358
11-22-02
450 152564
SOCKET
SIZE
USE 1 "x !" RECTANGULAR SO
FOR 1" DRIVE IMPACT WRENCH TO INSERT AND REMOVE.
NORFOLK SOUTHERN RAILWAY COMPANY
TIE DRILLING:
ALL HOLES TO BE DRILLED TO A DEPTH OF 5.25"
FROM TOP OF TIE. DO NOT PUNCTURE BOTTOM OF
TIE. PREBORED HOLE
1
X
6.5
M
M 05
9. DATE
REVISION
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
PLAN 1-4
TRACK, FROG & SWITCH
RAIL
LENGTH
OF
SWITCH
BOLT
DIA.
(D)
LENGTH (L)
10" 1 11" 12" 1 13"
85-LB.
132-LB.
90-LB.
100-LB.
100-LB.
115-LB.
115-LB.
132-LB.
132-LB.
132-LB.
15’-0"
15’-0"
16’-6"
16’-6"
16’-6"
24’-0"
22’-0"
22’-0"
13’-0"
39’-0"
1"
1"
1"
1"
1"
1
1
1
1
1
2
4
2
2 2
2 2
2
2
2
2
2
2
2
3
3
3
3
132-LB.
3
3
3
RAIL
BOLTS
DIMENSIONS OF TRACK BOLTS
D L H A P
O R
U W
70
90
130
131-141
1"
1" 1"
1"
1"
1 1
1 1
5
5
4
4
5
5
6 2
2
2
2
2"
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2.50
2.02
1.00
1.48
1.88
1.88
2.70
1 200
135
106
106
Wt.Per
Piece
(Lbs.)
No.of
Pcs. Per
Keg
WT. OF RAIL
BOLTS NUTS
D H.T. H U W
60 TO 70#
75
80 - 85
100
112 TO 141
1 1
1" 1 1
1"
1 1 1
1 1 2"
1 2 2
1
1
1
SIZE USES
BOLTS FOR SWITCH HEEL BLOCK
REGULAR HEAD HEAVY NUT
HEAVY HEAD HEAVY NUT
1"
1"
0" COT
L
= D
1
1
1" x 6"
1" x 5"
1"
For No. 1 Tie Bar with
Reinforced Strap
For Tie Bar with
Basket Connection
For Other Tie Bars
U
H.T.
D W
L
H
H P
R O
A
L
U
D W
HEAVY NUT
NUTS
OVAL NECK
L
D
SPECIFICATIONS
ZINC PLATED ALLOY
DOUBLE THREADED STUD
LENGTHS:
NOTES:
HEAT TREATED BOLTS:
Unfinished, square, washer crowned. (Exceptions noted below)
Nuts to be untreated, with carbon content of 0.40 to 0.55.
Bolts to have American Standard Coarse Screw Threads
Tables Bl.l, latest issue, Class 2 fit, either cut or rolled.
of 6", steps of "
diameter of bolts, except track bolts
American Standards Association and adopted by the American
practice.
crowned.
Frog bolts to be Am. Std. Regular, Unfinished, Square, washer
meet a minimum stripping strength equal to the minimum yield
strength of the bolt.
Yet in all cases the nut when tested on a full size bolt shall
requires
* 115-lb. rail joint made by Portec, Inc. Templet 115 T4 dated May 3, 1968
*
1"
1
Institute of Bolt, Nut and Rivet Manufacturers as established
" "
" "
"
"
"
"
"
"
"
"
"
"
TOTAL LENGTH = 1 1"
2" TYP.
TOTAL LENGTH = 10"
2" TYP.
"
"
"
75
80
85
1"
"
1 "
1
100
112
115
1
" "
" "
1 1
1 1
2 1 "
" "
FROG BOLTS
SWITCH BOLTS
TRACK BOLTS
Track bolts to be AREMA design.
AREMA DESIGN
Bolt Heads and Nuts to be American Standard Heavy,
640 024668
640 024733
640 024733
640 025054
640 025319
640 024775
640 024585
640 926062
640 926054
1 "
SQUARE HEAD H.T. BOLTS FOR SWITCH HEEL BLOCK
SIZE USES
1" x 6"
1" x 5"
1"
For No. 1 Tie Bar with
Reinforced Strap
For Tie Bar with
Basket Connection
For Other Tie Bars
SWITCH CLIP BOLTS SWITCH ROD BOLTS
JULY 2003
I =
~
7-28-03
115
74
80
"American Standard" refers to standard approved by the
CHANGE
TITLE
Thread lengths to conform to American Institute of Bolts,
Bolt lengths (L) vary by
1
11’-0"
(Heat Treated)
(Heat Treated)
(Heat Treated)
BOLTS
10-29-03
MOVE
WASHERS
TO
PLAN
1-4G
Steel in Bolts to conform to AREMA Specifications 4.2.9
and 100-96 M11 and the designated SAE Grade.
Nut and Rivet Manufacturers
FOR SWITCH LATCH KIT
FOR SWITCH STAND KIT
Note: Each stud kit contains One Stud with One Heavy Square Nut,
One Hex Nut, Two Spring Washers, One Grip Washer, and One Flat Washer.
7-27-05
STUD
KIT
NOTE
HEAVY SQUARE NUT
HEX NUT
10. 17" 20"
8
5 " THROW
14’-0"
14’-0"
5 1 1
10
9
8
7
6 12
39’-0" SAMSON STOCK RAIL
16’-6" SAMSON SWITCH POINTS
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
20" 22" 20" 2 2 2 21" 21" 21" 18" 18" 1 20" 2 2 2 21" 1
1
PLAN OF SWITCH FOR MAIN TRACK
AUGUST 1996
HEEL BASE PLATE
HEEL BLOCK
HEEL
SP
ANGLE OF SWITCH = 1 -44’-11"
NOTES
DATE
REVISION
1
1
(MIN)
18 25’ (1 IN 3)
78
1
1
2
2
START UNDER
TOP OF STOCK RAIL FOR
ENTIRE LENGTH OF CUT
1 st CUT IN 7’-0"
2nd CUT 12" LONG
" THK
(BOTH SIDES)
OF 1" DIA. CLIP BOLTS
1st & 2nd HOLE
L
L
C
C
PLANE TO " P
AS SIDE OF RAIL HEAD.
ROUND TO 1" R
SHARP EDGE.
"
132RE
1
(MIN)
18 25’ (1 IN 3)
1 st CUT IN 7’-0"
2nd CUT 12" LONG
78
2
2
OF 1" DIA. CLIP BOLTS
1st & 2nd HOLE
L
L
C
C
"
30
1
" THK
(BOTH SIDES)
136RE
PLANE TO " P
AS SIDE OF RAIL HEAD.
ROUND TO 1" R
SHARP EDGE.
" X 2"
132RE POINT DETAIL
136RE POINT DETAIL
30
CHAMFER TO ˘" P
CHAMFER TO ˘" P
132/136RE
PLAN 3-6
132 RE
" X 2"
16’-6" SWITCH
16’-6" SWITCH POINT FOR NO. 8 TURNOUT
39’-0" SAMSON STOCK RAIL
36’-10" SAMSON SWITCH POINTS
136 RE
5"
3"
5" 10" 5" 5" 10" 5" 5" 5" 5" 5" 10" 5" 10"
15" 13"
15"
15" 15"
R R R R R
2
ELEVATION OF SWITCH RAIL
SLOT IN REINF.
’ X 2
1
1"
9
6"
3
36’-10 "
1 "
2
3
5"
1
22’
1
0"
ELEVATION RUN-OFF IN PLATE
(thickness under lead rails)
" THICK DOUBLE REI
RAIL SECTION - FULLY HEAT TREATED
5-HOLE WELDED TYPE
L. H. 16’-6" SAMSON (PANDROL) SWITCH POINT: 640 232542
R. H. 16’-6" SAMSON (PANDROL) SWITCH POINT: 640 251424
L. H. 36’-10 (16’-6") SAMSON (PANDROL) SWITCH POINT: 640 513858
R. H. 36’-10" (16’-6") SAMSON (PANDROL) SWITCH POINT: 640 511158
L. H. 16’-6" SAMSON SWITCH POINT:
R. H. 16’-6" SAMSON SWITCH POINT:
L. H. 36’-10 (16’-6") SWITCH POINT:
R. H. 36’-10" (16’-6") SWITCH POINT:
640 214341
640 216425
640 267997
640 269392
SPLIT SWITCH, 16’-6" LONG
" SAMSON POINTS
GAGE - 4’-8
RAIL ENDS BEVELED PER AREMA PLAN 1005-40
2nd TOP CU
1st TOP CUT
"R" = "
"B" = 1" DIA. H.T. MACH. BOLT, THIN HD. WITH
"H" = " DIA. HUCK BOLT WITH ROUND
H H H H H H H H H H H H H
B B B B
ROD NO. 1
ROD NO. 2
11. NORFOLK SOUTHERN RAILWAY COMPANY
JULY 1996
Atlanta, Georgia
132RE/136RE
1
3
1
3
3
1"
1"
1
1
1
2
6
2
REMOVE SHARP EDGE
+0
-1/32
SECTION "B"-"B"
APPROX. 1" IN
STOCK RAIL
SW. PT. RAIL
HD. LOCK 2’-4" LG.
GRADE 5 BOLTS
3 3
1
2
1
3
3
1
1
2
1"
1
1"
2
5
HVY.SQ. NUT
1 0" I.D.
2˘"
SECTION "A"-"A"
!" REINF.
&" SQ. S
TO REINF. BAR FOR
1 " DIA. H.
1 " DIA HO
1 " RE
SEE DETAIL
IS 90 TO THIMBLE
COUNTERBORE IN JOINT BAR
H.T. THIMBLE BRINELL 350
ON C.L.
HI-CHROME
SPR.WASH.
SW. PT. RAIL
STOCK RAIL
SWITCH HEEL BLOCK ASSEMBLY
1
CLEARANCE
COUNTERBORE
C.L. OF RAIL
1 " RE
MILL FOR BRAND
FOR THIMBLE
2 2
2’-6"
6"
6"
7
6"
12"
BEND
R.H.
L.H.
SURFACE FOR THIMBLE
SPLICE
SPLICE
DETAIL COUNTERBORE FOR THIMBLE
SLOT 1 !" WI
1" DIA.
1 &" DI
COUNTERBO
1
2
2
6
6"
6"
7
6"
6
5
TAPER PLANE AND BEND FROM
COUNTERBORE
HEEL SPR.
ALL ROUND HOLES
STOCK RAIL
SWITCH POINT RAIL
HEEL BLOCK ASSEMBLY LEFT HAND OPPOSITE HAND
HEEL BLOCK ASSEMBLY RIGHT HAND AS SHOWN
CLOSURE RAIL
LEAD RAIL OR
GAGE LINES
FOR THIMBLE
JOINT BAR 2’-6" LG.
NOTES
HEEL BLOCK TO BE FURNISHED COMPLETE: 5 BOLTS, BEND &
FURNISH 2 EXTRA BOLTS WIT
16’-6" STRAIGHT SWITCH
PLAN 3-15
WITH WELDED HEEL BLOCK FOR
DATE
REVISION
TYP. &" INSIDE O
1"
1
2
" AT END
+0
-1/32
12" 12" 12" 12" 1
136RE SHOWN
136RE SHOWN
BENT JOINT BAR
" REINF
"A"
"A"
"B"
"B"
23‘"
L.H. SWITCH HEEL BLOCK: 640 867351
R.H. SWITCH HEEL BLOCK: 640 867399
PLANED JOINT BAR, !" REI
2 11’ 9"
LONG WITH HI-CHROME SPR. WASHER AND HEAVY SQ. NUT.
640 880783
12. A
B
C
D
E
F
H
L
S
T
15’ 1 1 22’ 39’
12"
10" 10" 10" 10"
10" 10"
10" 1
1
1
G
M
N
18"
5
8
1
4"
5’
1
1
5
8
1
3
5’
1
1
6
7
1
2
5’
1
1
11"
19"
5’
1
1
5’-7"
1
6 6
7 7
1 1
2 2
100RE 115RE
RAIL
LH 640 697829
RH 640 697837
LH 640 697845
RH 640 697853
LH 640 697861
RH 640 697879 RH 640 697895 RH 640 697910
LH 640 697902
LH 640 697887
NORFOLK SOUTHERN RAILWAY COMPANY
JULY 1996
Atlanta, Georgia
1’
1"
6
3
4"
1 1
5
5 "
1 &"
1 &"
"
5 "
1 &"
1 &"
3˘"
2" TYP.
2"
2" R. TYP.
2" R. TYP.
" X
" X " -
" X " -
8" 8" 8" 8"
8" 8" 8" 8"
A B C
G
F
E
E
N
E
D
M
S
T
C
B
A
L
132-
SWITCH HEEL BASE PLATES
MARK PLATE AS FOLLOWS:
DATE
REVISION
PLAN 3-16
"WEIGHT OF RAIL"-"LENGTH OF SWITCH"-"RIGHT OR LEFT"
2
" X
SLO
(1/32" IN 39’ SWITCH)
NOTES
X
ALL SPIKE H
1
5
USE #3 AND #4 PLATES.
LOCATION OF THE HEEL BASE PLATES
LENGTH OF SWITCH AND WHETHER RIGHT OR LEFT. PLATE SHOWN
9-4-01
UPDATE
TABLE
FOR 100RE, 115RE, 132RE & 136RE RAILS
132RE/136RE
HEEL BASE PLATES ARE NOT REQUIRED UNDER WELD-IN SWITCH POINT.
PLATE IS TO BE MARKED AS INDICATED TO SHOW WEIGHT OF RAIL,
IS FOR RIGHT HAND POINT.
SW. POINT LENGTH 13’
12"
12"
12"
20"
6
7
13"
2
5’-8"
LH 640 450007
RH 640 444483
10-13-05
INCLUDE
13’-0"
SWITCH
POINT
LENGTH
13. 1" 5" 1"
1
1
1
5"
3 3
6
4"
1"
1˘" DI
132RE
2
TOP OF ROD
3
1
1:4
NS SPECIFICATIONS
AAR GRADE B CAST STEEL
CARBON 0.32 MAX.
MANGANESE 0.90 MAX.
SILICON 0.15 MIN. - 1.50 MAX.
PHOSPH0RUS 0.04 MAX.
SULPHUR 0.04 MAX.
MIN. ULTIMATE STRENGTH 70,000 PSI
MIN. YIELD STRENGTH 38,000 PSI
NORMALIZED HEAT TREATMENT
ELONGATION 24% MIN.
REDUCTION IN AREA 36% MIN.
137 - 208 BRINELL
MUST HAVE 15 FOOT-POUNDS MIN.
CHARY V NOTCH @ 20 F
+
-
+
-
+
- 0"
+
-
3
+
-
1" DI
+
- 0"
HOLES TO BE PARALLEL
FOR 1" BOLT
DATE
REVISION
PLAN 3-19
NORFOLK SOUTHERN RAILWAY COMPANY
FOR 132/136RE 16’-6", 22’-0" AND 30’-0" SWITCHES
WITH 1" THICK RODS
CASTED STEEL SWITCH CLIPS
0"
R
TOLERANCE ON ALL UNSP
3
CONTACT SURFACES MUST BE
FREE OF ALL PROJECTIONS
1
CLIPS TO BE STAMPED I
MANUFACTURER’S IDENTIFICATION AND DATE
1
L.H. 640 545643
R.H. 640 551353
Atlanta, Georgia
AUGUST 2001
1
2
1-28-03
MANUFACTURER’S
ID
AND
DATE
STAMP
5-19-03
DIMENSION
CENTER
HOLE
TO
REINF
BASE
7-27-07
DIMENSIONS
ON
ANGLED
SECTION
14. PLAN 3-20
3’
1
1
3 5
1"
2
1" }"
TOP OF ROD LEVEL THROUGHOUT
1" 1"
1¤"
2
1"
14" MIN.
1
6’
1
3’ 3’
1" 2
1"
TOP OF ROD LEVEL THROUGHOUT
1" 1"
2
1"
1"
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
1" 2
1"
1" 1"
2
1"
2
2
1’-4"
1’-4"
NO. 3 & NO. 5 ROD
2’-
2’-
SWITCH RODS FOR
NO. 2 & NO. 4 ROD
DATE
REVISION
B
C C
C C
B
B C
4’-0"
5’-8"
3’
B C
3’
3’
3’
B C
3’
3’
3’-6"
3’
1’
1’
1’
1’
1’
1’
1’
6"
6"
1’ 1’
1’
JULY 1996
2
1
2
2
1
1
1
1"
1
4 4
2 2 2
1"
1
5"
0" DIA.
S" HOLE IN
STD. " B
SQ. HEAD & NUT
SPRING WASHER
FIBRE INSULATION PLATE
1" HOLE IN I
INSULATION FOR SWITCH RODS
S"
1"
1
9
" X 2"X 9
132/ 136RE TURNOUT
NO. 2, NO. 3, NO. 4 & NO. 5 SWITCH RODS
640 979216
1" HOL
PART NO.
640 984323
PART NO. PART NO.
22’-0" SWITCH 30’-0" SWITCH
640 059452 640 100611
640 061662 640 107811
640 068469 640 110548
640 683266
16’-6" SWITCH
13’-0", 16’-6", 22’-0" & 30’-0" SWITCHES
2
3
4
5
B C
ROD NO.
3’ 1’
PART NO.
640 388563
13’-0" SWITCH
NO. 1 ROD 13’-0", 16’-6", 22’-0" AND 30’-0" SWITCHES:
9-9-03
ADD
RODS
FOR
13’-0"
SWITCH
2" X "
15. 5 8"
6
6
1
1"
B
A
L
Z
Y
1 "
4"
6
6
5
6
1"
1"
L
B C
A
1" DIA. TYP.
8"
1"
6
1" DIA. TYP.
6
6
6
1"
1"
1"
L
B C
A
1" DIA. TYP.
1 &"
1 &"
1 "
5 8"
STAMP THIS SIDE
OF THE PLATE
NORFOLK SOUTHERN RAILWAY COMPANY
JULY 1996
Atlanta, Georgia
STAMP THIS SIDE
OF THE PLATE
STAMP THIS SIDE
OF THE PLATE
"
TYP.
MILL TO THICKNESS
AS SHOWN
6
1
1
1
1
1
1
1
1
1
15"
6
6
6
6
6
2’
2’
2’
2’
SHOWN
ALL RAIL HOLDING SPIKE
NOTES
TURNOUT PLATES
1 &"
1 &"
ALL MILLED PLATE SEATS
1 &"
1 &"
A B L Y Z
7
7
8
9
1
1"
1
1
2’-2"
2’
2’
2’
PLATE #
PLATE #
4
5
6
7
A L Y Z
7
7
8
1
1
1
2’-2"
2’
2’
B
PLATE #
PLATE #
4
5
6
9
9
8
9
6
6
2’
2’
PLATE # A B C L
7
8
PLATE # A B C L
8
9
10
11
12
TURNOUT PLATE (2 OF EACH REQ’D)
TURNOUT PLATES (2 OF EACH REQ’D)
TURNOUT PLATE (2 OF EACH REQ’D)
FOR NOS. 7, 8, 9 AND 10 TURNOUTS
DATE
REVISION
2’
PLAN 3-21
ALL FIELD SPIKE HOLES TO BE 1" DIAMETER
(EXAMPLE: MFG. NAME 132/136 "PLATE #" "SWITCH #")
132/ 136RE
WITH 16’-6" SWITCHES
1
1
1
1
1
1
1
1
6
6
6
6
2’
2’-6"
2’-7"
2’
1 1 6 2’
PLATE # A B C L
13
12
11
10
9
#4 THRU #7 FOR NOS. 7, 8 OR 9 TURNOUTS
9-6-01
CHANGED
LAYOUT
NOS. 7, 8 OR 9 TURNOUT PLATES #4 THRU #7
#8 THRU #12 FOR NOS. 7, 8 OR 9 TURNOUTS
NOS. 7, 8 OR 9 TURNOUT PLATES #8 THRU #12
NO. 10 TURNOUT PLATES #7 THRU #8
NO. 10 TURNOUT PLATES #4 THRU #6
NO. 10 TURNOUT PLATES #9 THRU #15
#9 THRU #15 FOR NO. 10 TURNOUT
#4 THRU #6 FOR NO. 10 TURNOUT
#7 THRU #8 FOR NO. 10 TURNOUT
PANDROL TURNOUT PLATE SET FOR NOS. 7, 8 OR 9 TURNOUTS: 640 693389
640 484453
640 830203
PANDROL TURNOUT PLATE SET FOR NO. 10 TURNOUTS:
"x !"- "
- "
ALL PLATES TO BE STAMPED
UNDER THE BASE OF THE RAIL
PANDROL SHOULDER 2172-5 TYP.
PANDROL SHOULDER 2172-5 TYP.
PANDROL SHOULDER 2172-5 TYP.
16. 132/136
5 8"
1"
1 &"
5
1
4"
1"
1 TYP.
1" DIA TYP.
1 &"
1
TYP.
1" DIA TYP.
SEE DETAIL "A" FOR INSULATION
SEE DETAIL "A" FOR INSULATION
STAMP AS SHOWN
STAMP AS SHOWN
MFG. NAME
MFG. NAME
3’- 3’-
A
B
C D
E F
G
4"
6
1
6
6
6
" x FRONT 132/136-"SW. SIZE"
7’
INSULATED GAUGE PLATE AHEAD OF POINT FOR 132/136RE; ALL SWITCHES:
640 444296
640 831347
640 885266
INSULATED GAUGE PLATE UNDER POINT FOR 132/136RE; 26’-0" & 39’-0" SWITCHES:
3’- 3’-
PANDROL WELD ON SHOULDER 7299 TYP.
6
1
6
DATE
REVISION
NORFOLK SOUTHERN RAILWAY COMPANY
JULY 1996
Atlanta, Georgia
STAMP PLATE THIS SIDE.
DETAIL "A"
INSULATION FOR 1" THICK
PLATE GAUGE PLATE ONLY HOLD GAGE PLATE END LENGTHS AND
HOLE LOCATION
TO ACCOMMODATE SWITCH POINT GUARD
RAIL OR SWITCH MACHINE CONNECTION
INSULATED GAUGE PLATE UNDER POINT
A B C D E F G
16’-6"
22’-0"
30’-0"
4’ 1’
4’-
26’-0"
4’
PLATES
NOTE
SW.
SIZE
PLAN 3-22
39’-0"
4’ 1’
2-17-99
ADDED
PLATE
UNDER
POINT
FOR
26’-0"
SWITCH
GAUGE, BRACE AND SLIDE
640 793415
640 347336
SWITCH BRACE PLATE # S-1 FOR 132/136RE:
SWITCH SLIDE PLATE # "1-2-3" FOR 132/136RE:
8"
8"
1
4
1
1
4
1
7
1
1
1"
COUNTERSINK HOLES IN STEEL PLATE FOR 90 FLUSH HEAD HUCKBOLT
}" I.D. x 1 " O.D. x " THICK HARDENED STEEL F
" DIA. HUCK BOLT,
HUCK COLLAR
:" DIA. HOLES IN PORTEC WASHER PLA
10-11-05
LAP STYLE "T" TYPE INSULATION PLATE " x 7
2’ 2’ 2’ 2’
2’ 2’ 2’ 2’
2’-3"
8"
1"
GROOVED STOP
7"
2"
1" DIA. TYP.
1 &"
1 &"
5
3
6
1
6
2
6
CLIP HOUSING
INSULATED GAUGE PLATE UNDER POINT FOR 132/136RE; 13’-0", 16’-6", 22’-0" & 30’-0" SWITCHES:
13’-0"
1
6
1’-11"
5
8"
1"
1" DIA. TYP.
1 &"
1 &"
STAMP PLATE THIS SIDE.
"1-2-3 132/136"
MAFG. NAME
6
STEEL SHOULDER 2172-5, FOR CLIP
MFG. NAME "S-1 132/136"
CHANGE
INSULATION
&
ADOPT
EVR
BRACING
ON
S-1
8-21-07
ADOPT
EVR
BRACING
ON
GAUGE
PLATES
1
4’
1
1 2’
4"
2
2’ 1
7’
1
1
1
1
1
17"
1
17. PLAN 3-34
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
DATE
REVISION
LOW SWITCH STAND
RACOR MODEL 36-E
1’
1
NO SAFETY PLATE IS REQUIRED.
SPINDLE
"x 2 " HE
1
FOOT LATCH
SQ. HD. BOLT
SQ. HD. BOLT
640-746307
36E
CRANKEYE
"A"
GREASE FITTINGS
CRANK ADJUSTMENTS FOR RACOR SWITCH STAND WITH SYMMETRICAL SPINDLE
THROW OF SWITCH "A"
4
4
2
2
2
DO NOT SET CRANK LESS THAN 2˘" TO AVOID
SWITCH STAND BOLTED TO TIE
5"
STUD KIT
640 926062
(6) REQUIRED
NOVEMBER 2002
3’-6"
6
7
1’-1"
2’-2"
1
8
5
NOTES:
LOW SWITCH STAND, RACOR MODEL 36-E,
IS FOR USE IN SPRING SWITCH ONLY.
SIGNAL PROTECTION TO BE DETERMINED
BY C&S DEPARTMENT.
THROW OF SWITCH IS MEASURED AT END OF SWITCH POINT.
SWITCH STAND SPIKED TO TIE
EACH SWITCH STAND SHOULD BE SECURED
WITH FOUR SPIKES AND SIX STUDS.
INCLUDES (1) "x
BOLT, (2) SPRING WASHERS, (1) GRIP WASHER,
(1) FLAT WASHER AND (2) LOCK NUTS.
3-15-04
STUD
KIT
TO
CONTAIN
GRIP
WASHER
1"
6
11-9-05
ADD
DIMENSIONS
TO
CRANKEYE
18. NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
1
6"
DIMENSION A
2
3
4" MIN.
3
1
1 !" FL
2
6"
4"
3"
4
1
2 "
DATE
REVISION
3"
2"
6" RAD.
45
90
4
15"
90
TOE SPREAD
ENDS ABUTTING RAILS
TO BE BEVELED
FLARE RADIUS
P.C. OF FLARE RADIUS
"
VARIABLE RADIUS
CHORD E
REINFORCEMENT
BENDING
(MANUFACTURER WILL FURNISH)
HEEL SPREAD
100% TOELESS ANGLE BARS
WT. OF
RAIL
FROG
NO.
FROG
ANGLE
TOTAL
LENGTH
TOE
SPREAD
HEEL
LENGTH
HEEL
SPREAD
FLARE
RADIUS
DIMEN.
"A"
VARIABLE
RADIUS
CHORD
"E"
OVER
6 9 31’ 38" 7’-4" 5 4’-5" 9 6’-5" 2’-0" 5’-0" 1’
7 8 10’ 16" 8’ 4 5’ 9 6’-5" 2’-2" 7’-0" 1’
8 7 09’ 10" 8’-11" 3 6’-0" 9 6’-5" 2’-4" 9’-2" 1’
9 6 21’ 35" 9’-9" 3 6’-10" 9 6’ 2’ 11’-6" 2’
10 5 43’ 29" 7’ 9 6’ 2’-11" 14’-8"
LENGTH
2’-11"
2’-11"
2’-11"
2’-11"
3’-9"
TOE
11’ 4" 2’-
LB. AND
FOR 112
6 9 31’ 38" 5’-11" 4’-2" 8 5’-1" 2’-0" 4’-10" 1’-4"
7 8 10’ 16" 6’-7" 2 4’-7" 8 5’-0" 2’-2" 6’-8" 1’
8 7 09’ 10" 7’-7" 5’-3" 8 4’-11" 2’-4" 8’-10" 1’
9 6 21’ 35" 8’-5" 2 5’-10" 8 4’-10" 2’ 11’-3" 2’
10 5 43’ 29" 6’-6" 8 4’-10" 2’-11" 14’-0"
1’-9"
2’-0"
2’-4"
2’-7"
2’-10" 2’-
FOR 100
LB.
(2 HOLE
DRILLING)
(3 HOLE
DRILLING)
9’-4"
3"
3"
2
HEEL LENGTH
TOTAL LENGTH
TOE LENGTH
13"
"X 12
HALF PLAN OF TOE EXTENSION
WITH 2-HOLE DRILLING
2
7" 7"
2
1
WITH 2-HOLE DRILLING
HALF PLAN OF HEEL EXTENSION
NOTES :
INFORMATION GIVEN FOR "112 LB. AND OVER" WILL BE USED
EXCEPT THAT TOE EXTENSION RADIUS WILL BE AS FOLLOWS:
NO. 9 FR
NO. 10 FROG - 4’-8"
641-00 - SOLID MANGANESE STEEL SELF GUARED FROG
MANGANESE FROGS
SELF GUARDED FROG
SEPTEMBER, 1996
PLAN 4-10
6"
EXCEPT 7"
9" FOR #10 FROG
SLOPE 1
BOLT DIAMETER
" X 1
100# BOLT 1"
115# BOLT 1"
6 EXTRA LENGTH TRACK BOLTS
3
6"
6"
6" 6"
3 115# - 132#
100#
691-01 - DIAGRAM, NAMES OF PARTS FOR SOLID
CASTING TO BE HIGH INTEGRITY WITH INTERNAL
2"
THEO. POINT
SOLID MANGANESE
SOUNDNESS PER AREMA PLAN 1013-96
REFER ALSO TO THE FOLLOWING AREMA PLANS:
NOS. 6, 7 AND 8 FROGS - 4’-9"
1050-40 - BEVELING OF RAIL ENDS
SOLID MANGANESE SELF GUARDED FROG
132RE:
132RE:
132RE:
132RE:
115RE:
115RE:
640 161999
640 146537
640 162012
640 146727
640 147444
640 162129
640 162137
640 002474
640 162153
640 162161
132# BOLT 1 "
132RE: 640 161981
136RE: 640 873804
11-13-06
136RE
NO
10
CLASS
&
ITEM
NUMBER
640 147056
19. NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
PANDROL FROG PLATES
1 &"
" L"
8"
" A "
" B "
TYP.
6 6"
1" Dia.
Weld
TYP.
1 &"
1 &"
Base of Frog +1/8"
1 &"
1 &"
" L"
6 6
8"
TYP.
2
" A "
" B "
TYP.
1"
6 6"
1" Dia.
1 &"
L
C
of
Tie
NO. 1 NO. 3 NO. 4 NO. 5 NO. 8
NO. 7
NO. 6 NO. 10
NO. 9 NO. 13
NO. 12
"
P
20" Tie Spacing
PLATES No. 6 thru No. 12
Weld
TYP.
1 &"
1 &"
" L"
6 6
8"
TYP.
2
" A "
" B "
TYP.
1"
6 6"
1" Dia.
1 &"
Weld
TYP.
640 046487
PLAN 4-11
SEPTEMBER 1997
NOTE:
ALL PLATES STAM
HIGH LETTERS
DATE
REVISION
7-20-98
CHANGED
LOCATION
OF
TIES
&
PLATES
NO. 8 132/ 136RE
S.M.S.G. FROG
7299 Pandrol Shoulder
PLATES No. 1, No. 2, N0. 16 and No. 17
PLATES No. 3 and No. 15
NO. 2 NO. 11
2172-5 Pandrol Shoulder
2172-5 Pandrol Shoulder
5 "
5 "
5 "
20. NORFOLK SOUTHERN RAILWAY COMPANY
JUNE 1996
Atlanta, Georgia
DATE
REVISION
NO. 8 RAIL BOUND
NOTES
TOE LENGTH
WEIGHT OF RAIL HEEL LENGTH HEEL SPREAD
TOE SPREAD
640 952023 136RE
640 137297 132RE 7’-6"
640 133435 115RE 7’-0"
TOTAL LENGTH
8’-0" 15’-0"
18’-4" 0’ 1’ "
RAIL SECTION AND CASTING SERIAL NO. AND PLACED
RAIL DRILLING
PLAN 4-13
4"
1
1’-9"
"
1"
"
9"
TOTAL LENGTH
HEEL LENGTH
THEO. PT.
TOE LENGTH
2’-4"
10"
16"
6’-2"
4’-4"
TOE SPREAD HEEL SPREAD
3 1/8"
DEPRESSED P
" SLO
" SLO
1 &" DIAMETER BOLTS SHALL BE FURNISHED WITH HEAD LOCKS
0’-10"
10’-10" "
7’-6" 18’-4" 0’ 1’ "
10’-10" "
115-LB AND HEAVIER
MANGANESE FROG
DATA SHALL CONFORM TO AREMA PLAN 622-00 EXCEPT AS NOTED ON THIS PLAN.
A MARKER PLATE SHOWING, IN RAISED OR DEEPLY CUT CHARACTERS, NAME OF MANUFACTURER, DATE OF MFG., FROG NO. 8, RBM,
AREMA PLAN 622-00
NO. 8 R.B.M. FROG
CLASS & ITEM NO.
132RE-136RE: 9"x6" -
115RE: 9"x6" - 1
CASTING TO BE HIGH INTEGRITY WITH THICKNESS CONFORMING TO AREMA PLAN 621-00 AND SOUNDNESS PER AREMA PLAN 1012-96.
1’
8-4-04
MITER
CUT
30 MITERED
21. DATE
REVISION
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
PLAN 1-4A
U
D W
L
H
T
SQUARE HEAD BOLT
DIAMETER LENGTH
640 022539
HEAD
WIDTH
CLASS &
ITEM NO.
THREAD
LENGTH
NUT
WIDTH
NUT
THICKNESS
D L
HEAD
THICKNESS
H T W
F U
8
640 022555
640 022571
640 632859
640 642748
640 803176
640 803276
640 022612
10
12
13
15
18
19
7
640 650423 16
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
9
8
25
640 022620
640 022654
640 022688 10
11
640 022711
12
640 022737
13
640 022753
640 022779 14
640 022802 15
16
17
18
19
20
21
22
24
26
640 658127
640 997360
640 022836
640 672160
640 703959
640 710972
640 711723
640 723676
640 713343
640 718834
SQUARE HEAD BOLTS
AND SQUARE NUTS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
F
ALL DIMEMSIONS IN INCHES
*
*
*
*
*
*
*
*
* DENOTES FREQUENTLY USED ON NORFOLK SOUTHERN
10-9-03
ADD
GRADE
8
COMMENT
ALL SQUARE HEAD BOLTS SHALL BE SAE GRADE 8 AND HEAT TREATED.
HEAVY SQUARE NUT
BOLTS AND NUTS ARE TO CONFORM TO AREMA SPECIFICATIONS 4.2.9 AND 100-96 M11.
JULY 2003
22. 8
9
10
11
640 022878
640 997469
640 022894
640 997477
640 022935
1
640 022943
640 022969
DATE
REVISION
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
PLAN 1-4B
U
D W
L
H
T
SQUARE HEAD BOLT
DIAMETER LENGTH
HEAD
WIDTH
CLASS &
ITEM NO.
THREAD
LENGTH
NUT
WIDTH
NUT
THICKNESS
D L
HEAD
THICKNESS
H T W
F U
12
13
14
16
17
15
19
22
24
25
27
10
13
14
15
16
17
18
20
18
1
640 997485
640 022993
1
640 997493
640 023008
640 023016
640 023024
640 023058
640 023066
640 023074
640 023082 19
20
640 023090
21
640 727645
640 733192
640 023115
640 738038
26
640 854359
640 745608
640 879285
12
11
640 023173
640 023181
640 023199
640 023206
640 023214
640 751615
640 023230
640 023248
640 023256
640 023264
AND SQUARE NUTS
SQUARE HEAD BOLTS
JULY 2003
3
3
3
3
3
3
3
3
3
3
3
2
2
2
2
2
2
2
2
2
2
2
F
ALL DIMEMSIONS IN INCHES * DENOTES FREQUENTLY USED ON NORFOLK SOUTHERN
*
*
*
*
*
*
*
10-9-03
ADD
GRADE
8
COMMENT
HEAVY SQUARE NUT
ALL SQUARE HEAD BOLTS
SHALL BE SAE GRADE 8
AND HEAT TREATED.
BOLTS AND NUTS ARE TO CONFORM
TO AREMA SPECIFICATIONS 4.2.9 AND
100-96 M11.
23. FOR SWITCH LATCHES
REGULAR NUT
REGULAR NUT
ZINC PLATED ALLOY
1"
1
Note: Lock Washer and Flat Washer to be included in the installation.
"
"
2" TYP.
TOTAL LENGTH = 10"
2" TYP.
640 926062
640 926054
8
9
11
DATE
REVISION
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
PLAN 1-4C
U
D W
L
H
T
SQUARE HEAD BOLT
DIAMETER LENGTH
HEAD
WIDTH
CLASS &
ITEM NO.
THREAD
LENGTH
NUT
WIDTH
NUT
THICKNESS
D L
HEAD
THICKNESS
H T W
F U
13
14
15
16
18
19
21
17
24
25
26
20
640 023305
640 023313
640 023321
640 023339
10
640 023347
640 023363
12
22
23
640 023389
640 023404
640 023420
640 023446
640 023462
640 023488
640 023503
640 023511
640 023529
640 023537
640 023545
640 023553
640 023561
640 023579
640 023587
SQUARE HEAD BOLTS,
F
ALL DIMEMSIONS IN INCHES * DENOTES FREQUENTLY USED ON NORFOLK SOUTHERN
*
*
*
*
*
*
*
*
*
*
*
*
HEAVY SQUARE NUT
ALL SQUARE HEAD BOLTS SHALL BE SAE GRADE 8 AND HEAT TREATED.
BOLTS AND NUTS ARE TO CONFORM TO AREMA SPECIFICATIONS 4.2.9 AND 100-96 M11.
TOTAL LENGTH = 11"
FOR SWITCH STANDS
DOUBLE THREADED STUDS
STUDS AND SQUARE NUTS
OCTOBER 2003
24. DATE
REVISION
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
PLAN 1-4D
DIAMETER LENGTH
HEAD
WIDTH
CLASS &
ITEM NO.
THREAD
LENGTH
NUT
WIDTH
NUT
THICKNESS
D L
HEAD
THICKNESS
H T W
F U
4
5
4
4
5
640 997013
640 024048
640 997021
640 997039
640 530367
640 997047
1
1
1
1
1
1
640 997055
640 997063
640 997071
640 997089
640 997097
6
640 997104
8
640 022638
640 022886
SQUARE HEAD BOLTS
AND SQUARE NUTS
WITH COTTERS
JULY 2003
2
1
1
1
1
1
1
U
D W
L
H
T
SQUARE HEAD BOLT
F
ALL DIMEMSIONS IN INCHES * DENOTES FREQUENTLY USED ON NORFOLK SOUTHERN
*
*
*
*
*
5
640 024402
9-18-03
REMOVE
640
788363
FROM
CHART
9-18-03
ADD
SAE
GRADE
8
NOTE
10-7-03
640
530367
&
640
997047-THIN
HEAD
*
HEAVY SQUARE NUT
ALL SQUARE HEAD BOLTS SHALL BE SAE GRADE 8 AND HEAT TREATED.
0" COT
BOLTS AND NUTS ARE TO CONFORM TO AREMA SPECIFICATIONS 4.2.9 AND 100-96 M11.
2
640 897245
5-4-05
ADD
!"
X
5"
25. DATE
REVISION
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
PLAN 1-4E
LENGTH
HEAD
WIDTH
CLASS &
ITEM NO.
THREAD
LENGTH
NUT
WIDTH
NUT
THICKNESS
D L H T W
I U
5
6
7
9
8
10
10
11
12
13
14
15
16
11
13
14
15
12
H P
R O
A
L
U
D W
AREMA DESIGN
OVAL NECK TRACK BOLTS
640 009339
640 793096
1
1
1
1
1
1
1
1
1
1
1
640 769395
640 024733
640 024767
640 024775
640 024808
640 024816
640 024840
640 024858
640 024866
640 022696
640 022729
640 022745
640 022761
640 022787
640 025004
640 025012
1
1
1
1
1
640 025319
640 025054
640 025062
7
640 927772
8
9
16
640 025327
640 025343
640 025351
640 025369
640 025385
640 022414
640 022430
640 022456
640 022464
DIA.
HEAD
DIA.
O R
NECK
P
I
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
OVAL NECK TRACK BOLTS
AND SQUARE NUTS
JULY 2003
ALL DIMEMSIONS IN INCHES
*
*
*
*
*
*
*
*
*
*
* DENOTES FREQUENTLY USED ON NORFOLK SOUTHERN
*
*
*
*
*
*
*
*
*
ALL OVAL NECK TRACK BOLTS 8 IN LONG AND LONGER SHALL BE SAE GRADE 8.
ALL OVAL NECK TRACK BOLTS LESS THAN 8 IN LONG SHALL BE SAE GRADE 5.
10-9-03
ADD
SAE
GRADE
5
&
8
COMMENTS
HEAVY SQUARE NUT
HEAT TREATED
BOLTS AND NUTS ARE TO CONFORM TO AREMA SPECIFICATIONS 4.2.9 AND 100-96 M11.
10-31-03
REVISE
CLASS
&
ITEM
NUMBERS
26. 14
19
DATE
REVISION
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
PLAN 1-4F
U
D
L
H
DIAMETER LENGTH
HEAD
WIDTH
CLASS &
ITEM NO.
THREAD
LENGTH
D L H T W
F U
21
22
23
24
29
26
640 022050
640 022068
640 022076
640 022084
18
640 022092
640 022109
20
640 022117
640 022125
640 022133
640 022141
640 022159
640 022175
640 295277
3
2
F
BRIDGE BOLTS
ALL BRIDGE BOLTS SHALL BE SAE GRADE 5.
15
16
17
HEAD
DIAMETER
SQ. NECK
LENGTH
SQ. NECK
WIDTH
3
3
3
3
3
3
3
3
3
3
3
3
W
T
DIAMETER LENGTH
CLASS &
ITEM NO.
THREAD
LENGTH
NUT
THICKNESS
D L
HEAD
THICKNESS
H T G
F U
16
18
20
23
19
28
640 004941
640 005006
640 004983
640 005022
640 005048
640 005064
640 005105
640 005155
640 005171
640 005212
640 005270
640 005410
640 005436
2
14
17
22
24
640 005080
640 005121
25
26
32
38
40
WIDTH ACROSS
FLATS
HEAVY HEX NUT
DOUBLE-CHAMFERED
HEAVY HEX BOLT
D
L
F
G
T
U
HEAVY HEX
BOLT HEAD
H H
G
WIDTH ACROSS
CORNERS
2
2
2
2
2
2
2
2
2
2
2
2
2
2
ALL BASIC DIMEMSIONS IN INCHES (ANSI B18.2.1 & ANSI B18.2.2)
2
2
2
2
2
2
2
2
2
2
2
2
HEAVY HEX NUT
DOUBLE-CHAMFERED
ALL BASIC DIMEMSIONS IN INCHES (ANSI B18.5)
SQUARE-NECK CARRIAGE BOLT
BOLTS AND NUTS ARE TO CONFORM TO AREMA SPECIFICATIONS 4.2.9 AND 100-96 M11.
DECEMBER 2003
27. DATE
REVISION
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
PLAN 1-4G
1
2
1
2
1
1
For " D
For !" D
For 1" Dia. Bolts
For 1 "
640 987907
640 988020
640 988145
640 988418
2
1
For 1 &"
640 988898
125 Per Can
150 Per Can 250 Per Can
100 Per Can
250 Per Can
SPRING WASHERS
1
2
For 1 "
640 988658
100 Per Can
1
2
For 1 ˘"
640 988260
125 Per Can
Parts to be branded and have ground ends.
Permanent set, reactive pressure, hardness,
and ductility testing are required in accordance
with AREMA Specifications 4.2.10 dated 1967.
DECEMBER 2003
28. NOTES:
Carbon - 0.15% Min.
Copper - 0.20% Min.
Estimated Weight - 23.32 lbs.
DATE
REVISION
1:40
90 Not to Exceed 92
1
9"
9"
1" R.
"
"
Square
Square
Square
Square
4
1
1
2
2
3
7
" "
6 ˘" (
14
3
4
3 2
with carbon and copper content to be as follows:
˘"
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
TIE PLATE
OCTOBER 1988
3
/
4
7 " X 14 " D.S.
/
4
3
AREMA PLAN NO. 13
Railway Engineering and Maintenance-of-Way Association Manual.
Plates are to be furnished plain, without ribs.
The rail seat is to be flat, without camber.
All spike holes are to hav
Plates are to be branded as required by Section 5 of the American
Material and process are to conform to AREMA standards,
640 742145
FOR RAIL SECTIONS 130RE, 131RE, 132RE, 136RE, 140RE & 141AB
8-29-03
FOR
141AB
RAIL
SECTION
PLAN 1-5
29. NOTES:
Carbon - 0.15% Min.
Copper - 0.20% Min.
1:40
90 Not to Exceed 92
1
9"
9"
1" R.
"
"
Square
Square
Square
Square
4
3
" "
6 ˘" (
2"
2"
1
1
2
2
3"
4"
5
4
7
1 8"
8"
1
DATE
REVISION
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
TIE PLATE
8" X 18" D.S.
OCTOBER 1988
Material and process are to conform to AREMA standards.
Plates are to be furnished plain, without ribs.
The rail seat is to be flat, without camber.
All spike holes are to hav
Plates are to be branded as required by Section 5 of the
American Railway Engineering and Maintenance-of-Way
Association Manual.
640 752409
8-29-03
FOR
141AB
RAIL
SECTION
FOR RAIL SECTIONS 130RE, 131RE, 132RE, 136RE, 140RE & 141AB
Estimated Weight - 34.92 lbs.
11-11-05
ADJUSTED
WEIGHT
TO
34.92-LBS
PLAN 1-6
30.
31.
32.
33. Atlanta, Georgia
FOR VARIOUS WEIGHTS
OF RAIL
SEPTEMBER 1996
"GAGE"
BAR
"OUT"
BAR
GAGE
GAGE
L
K
L
OF
HEAVIER
RAIL
C
C
L
OF
LIGHTER
RAIL
L BOLT HOLES
C
END ELEVATION
PLAN
36"
24"
LENGTH
LENGTH
A A B C C
D E
H J
1
1
G
K
L
"OUT" BAR
BAR
"GAGE"
I
J
I
I
G
G
F
ELEVATION OF "GAGE" BAR
HEAVIER RAIL
HEAVIER RAIL LIGHTER RAIL
LIGHTER RAIL
(OUT)
(OUT)
(GAGE)
(GAGE)
LEFT HAND JOINT
RIGHT HAND JOINT
GAGE
L TRACK
C
IDENTIFICATION SKETCH
NOTES
1. THIS PLAN SHOWS GENERAL INFORMATION FOR COMPROMISE
JOINTS. NO ALLOWANCE TO BE MADE FOR RAIL WEAR.
2. TO DETERMINE RIGHT HAND OR LEFT HAND JOINT : STAND
BETWEEN RAILS IN THE TRACK, FACING RAILS TO BE JOINTED.
WHEN HEAVIER RAIL IS ON THE RIGHT HAND SIDE, IT IS A
LEFT HAND SIDE, IT IS A LEFT HAND JOINT.
RIGHT HAND JOINT AND WHEN THE HEAVIER RAIL IS ON THE
IN DATA:
3. EACH BAR TO BE MARKED WITH THE FOLLOWING STAMPED
"R.H." OR "L.H.", FOR RIGHT HAND OR LEFT HAND,
SECTION OF RAIL, AT EACH END,
PATTERN NUMBER,
YEAR MANUFACTURED.
"GAGE" OR "OUT" , FOR GAGE SIDE OR OUT SIDE,
CORRESPONDING STANDARD JOINT BARS.
HOLES.
5. THE TYPE OF HOLES IN COMPROMISE BARS ARE AS SHOWN
BELOW "R" DENOTES ROUND HOLES AND "O" DENOTES OVAL
O
R
R
O
O
R O
R
R
O
O
R
O R O R
R O
R O R O
O R
R O R O
R O R O
O R O R
O R O R
(L.H. OUT)
(L.H. GAGE)
(R.H. GAGE)
(R.H. OUT)
7. HEAD EASEMENT TO BE PROVIDED UNDER RAIL ENDS.
6. COMPROMISE JOINTS TO BE MADE FROM APPROVED STANDARD
CONFORM TO CURRENT SPECIFICATIONS FOR QUENCHED
ROLLED STEEL AND JOINT BARS FORGED AND PLANED TO
THE REQUIRED COMPROMISE. FINISHED COMPROMISE JOINTS TO
DATE
REVISION
CARBON STEEL JOINT BARS, PER AREMA STANDARDS.
COMPROMISE JOINTS
NAME OR TRADE MARK OF MANUFACTURER, AND
4. BOLTS FOR COMPROMISE JOINTS ARE THE SAME AS FOR
COMMON COMPROMISE JOINT DIMENSIONS AND LENGTHS
9-28-01
UPDATED
TABLE
OF
COMMON
JOINTS
36"
TO
TO
140RE
TO
140RE PC 133RE PRR
36"
36"
36"
640 578249
640 902561
640 043975
6"
6"
3
1 1
3
6"
7"
6"
6" 6" 7" 1 1
6" 3 1
3
7 1
6" 3
1
1
TO 36" 6" 7 3 1 1 2
"
"
6"
6"
"
"
3"
"
640 912480
640 925675
640 925829 (LH)
(RH)
127DYM NYC
136 NYC
136RE CR 119RE CR
132RE CR
136 NYC 127DYM NYC
7" 6" 3"
7 6" 6" 3
3 "
6" 6" 6" 3 "
" 3"
5
640 943955 136RE CR TO 130RE RDG 6" 6" 6" 6"
" 3 1 1 " 2
136RE CR TO 136LVM
640 967023 37" 6" 6" 3 1 " 3
1
2
6 6
6
155PS PRR TO 136RE CR
640 970926 36" 7" 6" " 1 "
3
" 6" 6"
"
140RE TO 132RE 36"
640 006707
640 006715
6" 6" 6" 6"
7 3 3 1 1
1 1 3" "
140RE PC TO 131RE PRR
640 042689 36" 7" 7"
6" 6"
5 " " 1 1 3" 3
140RE PC TO 136LVH 37" 7" 6" " 6 6 " 2 1 1 3" 3
640 046040
155PS PRR TO 140RE PRR
640 183520 36" 7" 7"
6" 6"
5 " " 1 1 3 3"
640 256985 140RE PC TO 130RE RDG 6" 6" 6"
7" " " 1 1 3" 2
640 301801
136LVH TO 132RE CR
640 300662 37" 6" 6"
6 6 6 2 3 1 1 3 "
(LH)
(LH)
(RH)
(RH)
36"
LENGTH A A C
B C D E G
F H J K L
I
TO
TO
TO
36"
SIZE
132RE
136RE
TO
TO
TO
TO
136LVM
140RE CR
140RE CR
140RE PC 13OPS PRR
136RE CR 133RE PRR
TO
132RE CR
136RE CR 131RE PRR
36"
36"
37"
36"
36"
36"
36"
640 047979
640 289817
640 290588
640 386000
640 536634
640 925130
640 996102
6" 7 6" 6" 3
6" 3 1 1 1 1
7"
7"
7" 6"
6"
6"
6"
6"
6"
6" 6"
1 3"
6"
6" 3 1
1 3"
6"
6" 3 1
1 3"
6"
6" 3 1 2
6" 6" 7" 3 1 1 3"
6 6 2 3
6 1 1 3
6" 6" 7" 3 1 1 3
640 563056 136RE CR 127DY NYC 3
6" 1
6" 6" 3
7 1 3
"
"
"
"
"
"
"
"
"
"
"
"
"
" "
"
"
"
(LH)
(RH)
640 004154
(LH)
(RH)
136RE CR
132RE CR
640 921367
36"
TO
"
"
1
"
"
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
"
141AB TO 132RE 36" 6" 6" 6" 6"
7 3 3 1 1
1 1 "
"
640 758562
NORFOLK SOUTHERN RAILWAY COMPANY
1-24-05
UPDATED
TABLE
OF
COMMON
JOINTS
640 420006 133RE PRR TO 132RE CR 36" 6"
7" 1
6" 6" 3 1
"
" " "
" 1 1
PLAN 1-17
36. COMMON C
L
C MAIN LINE
C MAIN LINE
L L
14’
14’
14’ Min.
12" Compacted Sub-ballast,2-6" Layers
Sub-grade to be stabilized as required by
local conditions. Slope 40:1 to prevent
ponding of surface water.
SW*
SW*
2:1
ELEV. of common
Varies With
Local Conditions
S
l
o
p
e
g
o
v
e
r
n
e
d
2:1
2:1
L
C
2:1
2:1
DOUBLE TRACK CUT SECTION
FILL SECTION
b
y
m
a
t
e
r
i
a
l
i
n
c
u
t
COMMON C
L
C MAIN LINE
C MAIN LINE
L L
14’
14’ Min.
12" Compacted Sub-ballast,2-6" Layers
Sub-grade to be stabilized as required by
local conditions. Slope 40:1 to prevent
ponding of surface water.
SW*
2:1
ELEV. of common
Varies With
Local Conditions
S
l
o
p
e
g
o
v
e
r
n
e
d
2:1
2:1
L
C
2:1
10 ’
2:1
CUT SECTION
FILL SECTION
b
y
m
a
t
e
r
i
a
l
i
n
c
u
t
14’
SW*
B
B
B
B
2:1
2:1
BERM DITCH DETAIL
( As required )
Natural Ground Line
Excavate here, use material
to build a divide here.
T
o
T
r
a
c
k
2’
10’
SINGLE MAIN TRACK AND PASSING SIDING
SHOULDER WIDTH (SW) *
Jointed Rail Welded Rail
(Inside of
(Outside of
(Tangent
Curve)
Curve)
both sides)
SW
SW
SW
0"
0"
6"
6"
6"
12"
(1) Sub-grade may be stabilized with lime,
lime-fly ash, cement or stone.
(2) Tamping of ballast must not disturb
compacted sub-ballast.
(3) Top of sub-grade is to be crowned.
6" Maximum Difference in Elevation
(Difference in elevation + minimum
depth of ballast under siding
crossties = 12")
5’
B
B
SLOPE 40: 1
SLOPE 40: 1
SLOPE 40: 1
SLOPE 40: 1
12"
12"
DATE
REVISION
6-25-90
CHANGED
DEPTH
OF
BALLAST
UNDER
TIE
FROM
15"
TO
12"
Atlanta, Georgia
ROADBED SECTION
JANUARY 1989
DOUBLE MAIN TRACKS
PLAN 1-19
BALLAST WIDTH FROM END OF TIE TO EDGE OF SLOPE
NORFOLK SOUTHERN RAILWAY COMPANY
37. 14’ 14’
Sub-grade to be stabilized as required by
local conditions. Slope 40:1 to prevent
ponding of surface water.
SW*
2:1
Varies With
Local Conditions
S
l
o
p
e
g
o
v
e
r
n
e
d
2:1
2:1
2:1
CUT SECTION
FILL SECTION
b
y
m
a
t
e
r
i
a
l
i
n
c
u
t
B
B
B
B
2:1
2:1
BERM DITCH DETAIL
( As required )
Natural Ground Line
Excavate here, use material
to build a divide here.
T
o
T
r
a
c
k
2’
10’
*
Jointed Rail Welded Rail
(Inside of
(Outside of
(Tangent
Curve)
Curve)
both sides)
SW
SW
SW
0"
0"
6"
6"
6"
12"
(1) Sub-grade may be stabilized with lime,
lime-fly ash, cement or stone.
(2) Tamping of ballast must not disturb
compacted sub-ballast.
(3) Top of sub-grade is to be crowned.
5’
C MAIN LINE
L
SINGLE MAIN TRACK
12" Compacted Sub-ballast,
2-6" Layers
SHOULDER WIDTH (SW)
SLOPE 40: 1
SLOPE 40: 1
12"
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
ROADBED SECTION
JANUARY 1989
FOR SINGLE MAIN TRACK
DATE
REVISION
PLAN 1-20
6-25-90
CHANGED
DEPTH
OF
BALLAST
UNDER
TIE
FROM
15"
TO
12"
BALLAST WIDTH FROM END OF TIE TO EDGE OF SLOPE
Centerline Elevation
38. SW*
2:1
Varies With
Local Conditions
S
l
o
p
e
g
o
v
e
r
n
e
d
2:1
2:1
CUT SECTION
FILL SECTION
b
y
m
a
t
e
r
i
a
l
i
n
c
u
t
*
Jointed Rail Welded Rail
(Inside of
(Outside of
(Tangent
Curve)
Curve)
both sides)
SW
SW
SW
0"
0"
6"
6"
6"
12"
(1) Sub-grade may be stabilized with lime,
lime-fly ash, cement or stone.
(2) Tamping of ballast must not disturb
compacted sub-ballast.
(3) Top of sub-grade is to be crowned.
L
SHOULDER WIDTH (SW)
9"
Required by Soil Conditions.
2’-0"
Min.
HEAVY TONNAGE TRACKS
C TRACK
S
lo
p
e
to
b
e
d
eterm
in
ed
b
y
so
il
co
n
d
itio
n
s
14’
14’
SLOPE 40: 1
SLOPE 40: 1
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
ROADBED SECTION
FOR HEAVY TONNAGE TRACKS
OTHER THAN MAIN TRACKS
JANUARY 1989
DATE
REVISION
PLAN 1-21
BALLAST WIDTH FROM END OF TIE TO EDGE OF SLOPE
6" Min. Depth Stabilized Sub-grade if
9" Compacted Sub-ballast
Centerline Elevation
39. 2:1
Varies With
S
l
o
p
e
g
o
v
e
r
n
e
d
2:1
2:1
CUT SECTION
FILL SECTION
b
y
m
a
t
e
r
i
a
l
i
n
c
u
t
L
12’ 12’
2’-0"
Min.
C TRACK
6"
INDUSTRIAL TRACKS
(1) Sub-grade may be stabilized with lime,
lime-fly ash, cement or stone.
(2) Tamping of ballast must not disturb
compacted sub-ballast.
(3) Top of sub-grade is to be crowned.
S
lo
p
e
to
b
e
d
e
te
rm
in
e
d
by
soil
conditions
Local Conditions
Top of Rail
SLOPE 40: 1
SLOPE 40: 1
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
ROADBED SECTION
JANUARY 1989
FOR INDUSTRIAL TRACKS
DATE
REVISION
PLAN 1-22
6" Min. Depth Stabilized Sub-grade if
6" Compacted Sub-ballast
Required by Soil Conditions
Centerline Elevation
40. 14’ 14’
Sub-grade to be stabilized as required by
local conditions. Slope 40:1 to prevent
ponding of surface water.
Varies With
S
l
o
p
e
g
o
v
e
r
n
e
d
2:1
2:1
CUT SECTION
FILL SECTION
b
y
m
a
t
e
r
i
a
l
i
n
c
u
t
2:1
2:1
BERM DITCH DETAIL
( As required )
Natural Ground Line
Excavate here, use material
to build a divide here.
T
o
T
r
a
c
k
2’
10’
5’
C MAIN LINE
L
O
l
d
C
u
t
Old Ditch
Excavate & Waste
as Necessary
Compacted fill
Material
C
C
C
REFER TO PLAN 1-22
FOR TRACK DETAILS
C NEW SIDING
14’
New Ditch
12" Compacted Sub-ballast,
12" Compacted Sub-ballast,
2-6" Layers
2-6" Layers
C NEW SIDING
B
B
Material
2:1
B
B
Excavate & Waste
as Necessary
Old Ditch
Varies With
Varies With
A
A
A
A
14’
L
L
Compacted fill
O
ld
Fill
O
ld
Fill
C
Material
Compacted fill
N
ew
Fill
N
ew
Fill
Remove Vegetation
Excavate and Waste
to widening fill.
any soft material prior
and Top Soil.
DITCH AS REQUIRED
BENCH AND TOE
TOE DITCH 1
1
METHOD OF WIDENING TOE OF FILL
Slope 1:20
Natural Ground Line
Local Conditions
Local Conditions
Local Conditions
DATE
REVISION
Atlanta, Georgia
ROADBED SECTION
JANUARY 1989
NEW SIDING PARALLEL TO
EXISTING SINGLE MAIN LINE
NORFOLK SOUTHERN RAILWAY COMPANY
PLAN 1-23
Centerline Elevation of M/T
41.
42.
43. 11 TIES @ 9’-0" 6 TIES @ 16’-0"
28 SPACES @ 20"
ACTUAL SWITCH LEAD = 62’-1"
" POIN
18"
9"
4
9"
5 1 1
10
9
8
7
6 12
39’-0" SAMSON STOCK RAIL
16’-6" SAMSON SWITCH POINTS
10 TIES @ 10’-0"
5’-4"
NORFOLK SOUTHERN RAILWAY COMPANY
BILL OF SWITCH TIES-7" X 9"
TURNOUT
NO. OF PCS. LENGTH
10
6
5
4
6
4
6
9’-0"
10’-0"
12’-0"
13’-0"
14’-0"
15’-0"
16’-0"
TOTAL NO. PCS.
TOTAL LIN. FT.
53
DATE
REVISION
626
TOTAL F.B.M.
PLAN 2-2
5’ 5’-0"
30’
16’-6" 10’-0" 10’-0" 10’-0" 5’
2’
1’
1
6 " HEE
SWITCH ANGLE 1 46’11" 12"
P.C.
4’ 4’
4’
THEO. PT.
FROG ANGLE 8 10’ 16"
OFFSET DIAGRAM
NO. 7 TURNOUT
CROSSOVER
CROSSOVER DATA
FOR TANGENT TRACK
14’-0"
15’-0"
16’-0"
17’-0"
18’-0"
19’-0"
20’-0"
30’
37’
51’
58’
65’
72’
TRACK
CENTERS
DISTANCE BETWEEN
"
NOTE : FOR EACH 1" OVER OR UNDER 14’-0" TRACK CENTERS
ADD OR SUBTRACT 6"
SEE PLAN 1-4 BOLTS USED IN TRACKWORK
3-20 SWITCH RODS
3-22 ADJUSTABLE PLATES & BRACES
3-32 & 3-33 SWITCH STANDS
3-6 16’-6" SWITCH
3-16 SWITCH HEEL BASE PLATE
WITH 16’-6" SWITCH, S.M.S.G.
FROG AND SWITCH POINT GUARD
13’-0" 24’
3,286.5
4 TIES
@ 15’-0"
4 TIES
@ 14’-0"
4 TIES
@ 13’-0"
5 TIES @ 12’-0"
6 TIES @ 11’-0"
AUGUST 1997
9’-
3’-
3
5 SPACE
8 SPACE
GAGE ROD
8’-6"
8’-6"
8’-6"
8’-6"
8’-0"
10’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-0"
12’-0"
14’-6"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
3 AT 20" 3 AT 20"
6 AT
19’-9"
43’
8
21" 3 @ 3 @ 21"
17" 20"
8
5 " THROW
14’-0"
14’-0"
39’-0" SAMSON STOCK RAIL
21"
" POIN
POINT OF SWITCH
BEND IN STOCK RAIL
" POIN
" POIN
POINT OF SWITCH
SWITCH POINT GUARD
62’- 1"
6-8-99
CHANGED
TIMBER
LENGTH
IN
CROSSOVER
14’-6"
NO. 7 132/ 136RE TURNOUT
POINT OF FROGS IN CROSSOVER.
4-10 S.M.S.G. FROGS
14’-0" TRACK CENTER
11’-0"
11’-0"
3-15 SWITCH HEEL BLOCK
3-19 SWITCH LUGS (CLIPS)
3-21 SWITCH PLATES
4-11 FROG PLATES FOR S.M.S.G. FROGS
11’-0"
11
Atlanta, Georgia
44. NORFOLK SOUTHERN RAILWAY COMPANY
SEPTEMBER 1996
BILL OF SWITCH TIES-7" X 9"
TURNOUT
NO. OF PCS. LENGTH
5
12
6
6
4
6
6
6
9’-0"
10’-0"
11’-0"
12’-0"
13’-0"
14’-0"
15’-0"
16’-0"
TOTAL NO. PCS.
TOTAL LIN. FT.
51
DATE
REVISION
625
TOTAL F.B.M.
PLAN 2-3
4 AT 20" 6 SPACES AT 21"
2
4 AT 20"
5’-0" 25’ 5’-0"
35’
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-6"
10’-0"
8’-0"
8’-6"
8’-6"
8’-6"
8’-6"
GAGE ROD
14’-0"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-0"
12’-0"
14’-6"
14’-0"
14’-0"
14’-0"
14’-0"
OFFSET DIAGRAM
NO. 8 TURNOUT
CROSSOVER
3281.3
CROSSOVER DATA
FOR TANGENT TRACK
14’-0"
15’-0"
16’-0"
17’-0"
18’-0"
19’-0"
20’-0"
35’
43’
51’-6"
59’
67’
75’
83’
TRACK
CENTERS
DISTANCE BETWEEN
"
NOTE : FOR EACH 1" OVER OR UNDER 14’-0" TRACK CENTERS
ADD OR SUBTRACT 8" T
SEE PLAN 1-4 BOLTS USED IN TRACKWORK
3-20 SWITCH RODS
3-22 ADJUSTABLE PLATES & BRACES
3-32 & 3-33 SWITCH STANDS
3-16 SWITCH HEEL BASE PLATE
13’-0" 27’
7 9 11 13 15
6 8 10 12 14
3-3 FOR CURVED SWITCH DETAILS
3-15 SWITCH HEEL BLOCK
3-19 SWITCH LUGS (CLIPS)
6 TIES @ 11’-0" 6 TIES @ 12’-0" 4 TIES @ 13’-0" 4 TIES @ 14’-0" 6 TIES @ 15’-0" 6 TIES @ 16’-0"
3-21 SWITCH PLATES
13’-0" 10’-3" 10’-3" 10’-3"
6 " HEE
SWITCH ANGLE 2 54’00"
12"
P.C.
4’ 4’
4’
THEO. PT.
FROG ANGLE 7 9’ 10"
1’ 1’-
2’-
3 @ 20"
2 @
2 @ 21" 4 @ 32 SPACES @ 20"
19"
5 SPACES @ 20"
22"
20"
5 TIES @ 9’-0" 12 TIES @ 10’-0"
14’-0"
14’-0"
5" THROW
4
39’-0" SAMSON STOCK RAILS
39’-0" SAMSON STOCK RAILS
0" SAMSON SWITCH PT.
17" 20" " SAMSON
4"
6‘" HEE
5’- 13’ -0" 45’
58’
" POIN
POINT OF SWITCH
BEND IN STOCK RAIL
" POIN
" POIN " POIN
POINT OF SWITCH
6-8-99
CHANGED
TIMBER
LENGTH
IN
CROSSOVER
4-10 S.M.S.G. FROGS
4-11 FROG PLATES FOR S.M.S.G. FROGS
NO. 8 132/ 136RE TURNOUT
14’-0" TRACK CENTER
POINT OF FROGS IN CROSSOVER.
WITH 13’-0" SWITCH, S.M.S.G. FROG
11’-0"
11’-0"
Atlanta, Georgia
45. 11 TIES @ 9’-0" 6 TIES @ 11’-0" 6 TIES @ 12’-0" 6 TIES @ 15’-0" 6 TIES @ 16’-0"
21"
1 1 1 20" 2 2 2 5 SPACE 28 SPACES @ 20"
ACTUAL SWITCH LEAD = 68’-0"
"POIN
21" 3 @ 3 @ 21" 18"
9"
4
17" 20"
8
5" THROW
14’-0"
14’-0"
9"
5 10
9
8
7
6 12
39’-0" SAMSON STOCK RAIL
39’-0" SAMSON STOCK RAIL
16’-6" SAMSON SWITCH POINTS
12 TIES @ 10’-0"
4 TIES
@ 14’-0"
4 TIES
@ 13’-0"
5’-4"
5 SPACES @ 19"
21"
NORFOLK SOUTHERN RAILWAY COMPANY
SEPTEMBER 1996
BILL OF SWITCH TIES-7" X 9"
TURNOUT
NO. OF PCS. LENGTH
12
6
6
4
6
6
6
9’-0"
10’-0"
12’-0"
13’-0"
14’-0"
15’-0"
16’-0"
TOTAL NO. PCS.
TOTAL LIN. FT.
57
DATE
REVISION
679
TOTAL F.B.M.
PLAN 2-4
4 AT 20" 6 SPACES AT 21"
2
4 AT 20"
5’-0" 25’ 5’-0"
35’
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
11’-0"
10’-0"
11’-0"
12’-0"
8’-6"
8’-6"
8’-6"
8’-6"
GAGE ROD
14’-0"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
11’-0"
11’-0"
12’-0"
10’-0"
14’-0"
14’-0"
14’-0"
14’-0"
16’-6" 10’-0" 10’-0" 10’-0" 10’-0" 6’ 5’ 4"
4’
3’
2’
1’
11"
6 " HEE
SWITCH ANGLE 1 44’11" 12"
P.C.
4’ 4’
4’
THEO. PT.
FROG ANGLE 7 09’ 10"
OFFSET DIAGRAM
NO. 8 TURNOUT
CROSSOVER
CROSSOVER DATA
FOR TANGENT TRACK
14’-0"
15’-0"
16’-0"
17’-0"
18’-0"
19’-0"
20’-0"
35’
43’
51’-6"
59’
67’
75’
83’
TRACK
CENTERS
DISTANCE BETWEEN
"
NOTE : FOR EACH 1" OVER OR UNDER 14’-0" TRACK CENTERS
ADD OR SUBTRACT 8" T
SEE PLAN 1-4 BOLTS USED IN TRACKWORK
3-20 SWITCH RODS
3-22 ADJUSTABLE PLATES & BRACES
3-34 & 3-35 SWITCH STANDS
4-11 FROG PLATES FOR SMSG FROGS
3-6 16’-6" SWITCH
3-16 SWITCH HEEL BASE PLATE
WITH 16’-6" SWITCH, S.M.S.G.
FROG AND SWITCH POINT GUARD
13’-0" 27’
1 1
1 1’-0"
3,564.75
68’-0"
8
"POIN
POINT OF SWITCH
BEND IN STOCK RAIL
"POIN "POIN
POINT OF SWITCH
SWITCH POINT GUARD
NO. 8 132/ 136RE TURNOUT
4-10 S.M.S.G. FROGS
POINT OF FROGS IN CROSSOVER.
14’-0" TRACK CENTER
11
3-15 SWITCH HEEL BLOCK
3-19 SWITCH LUGS (CLIPS)
3-21 SWITCH PLATES
Atlanta, Georgia
3-22 1" GAUGE PLATES
7-24-07
REVISE
PLAN
REFERENCES
46. NORFOLK SOUTHERN RAILWAY COMPANY
BILL OF SWITCH TIES-7" X 9"
TURNOUT
NO. OF PCS. LENGTH
12
6
6
6
8
6
6
9’-0"
10’-0"
12’-0"
13’-0"
14’-0"
15’-0"
16’-0"
TOTAL NO. PCS.
TOTAL LIN. FT.
62
DATE
REVISION
742
TOTAL F.B.M.
16’-6" 10’-0" 10’-0" 10’-0" 10’-0" 8’ 7’
3’-11"
2’
1’
1
6 " HEE
SWITCH ANGLE 1 44’11"
12"
P.C.
4’ 4’
4’
THEO. PT.
FROG ANGLE 6 21’ 35"
OFFSET DIAGRAM
NO. 9 TURNOUT
CROSSOVER DATA
FOR TANGENT TRACK
14’-0"
15’-0"
16’-0"
17’-0"
18’-0"
19’-0"
20’-0"
40’
67’
76’
TRACK
CENTERS
DISTANCE BETWEEN
"
NOTE : FOR EACH 1" OVER OR UNDER 14’-0" TRACK CENTERS
ADD OR SUBTRACT 8"
SEE PLAN 1-4 BOLTS USED IN TRACKWORK
3-20 SWITCH RODS
3-22 ADJUSTABLE PLATES & BRACES
3-34 & 3-35 SWITCH STANDS
3-6 16’-6" SWITCH
3-16 SWITCH HEEL BASE PLATE
3-21 SWITCH PLATES
WITH 16’-6" SWITCH, S.M.S.G.
FROG AND SWITCH POINT GUARD
13’-0" 31’
1 2
1 1’-0"
5 6 7 8 9 10 11 12
5
6 7 8 9 10 11 12
11 TIES @ 9’-0" 6 TIES @ 12’-0" 6 TIES @ 13’-0" 6 TIES @ 15’-0" 6 TIES @ 16’-0"
12 TIES @ 10’-0" 6 TIES @ 14’-0"
6 TIES @ 11’-0"
1 1 2 21 " 2 2 22" 2 3 @ 10 SPACES @ 19" 29 SPACES @ 20"
3’
4
3,895.5
17" 20"
8
14’-0"
14’-0"
39’-0" SAMSON STOCK RAIL
16’-6" SAMSON SWITCH POINTS
ROD NO.1
ROD NO.2
SWITCH POINT GUARD
6 7
5
9
12
13
14 15
1 2 3 4
8
11
10
6 7
5
9
12
13
14
15
8
11
10
6
7
5
9
12
13
14
15
8
11 10
40’
CROSSOVER
14’-0"
1
" F " F
7 SPACES AT 20"
1
4 AT 7 SPACES AT 20"
4 AT
6’-6" 6’-6"
2
8
49’-1"
58’
84’-
93’-
72’
GAGE ROD
18"
9" 9"
21 " 21 " 21 " 21 " 21 " 21 " 18"
2 2 2
39’-0" SAMSON STOCK RAIL
AUGUST 1997
5’-4" 72’
4
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
13’-0"
13’-0"
13’-0"
13’-0"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
12’-0"
10’-0"
10’-0"
8’-0"
14’-6"
14’-6"
12’-0"
8’-0"
8’-0"
14’-6"
PLAN 2-5
" POIN
" POIN
" POIN
POINT OF SWITCH
BEND IN STOCK RAIL
6-8-99
CHANGED
TIMBER
LENGTH
IN
CROSSOVER
NO. 9 132/ 136RE TURNOUT
4-10 S.M.S.G. FROGS
4-11 FROG PLATES FOR S.M.S.G. FROGS
POINT OF FROGS IN CROSSOVER.
14’-0" TRACK CENTER
11’-0"
11’-0"
11’-8" 11’-8"
3-15 SWITCH HEEL BLOCK
3-19 SWITCH LUGS (CLIPS)
5" THROW
Atlanta, Georgia
3-22 1" GAUGE PLATES
7-24-07
REVISE
PLAN
REFERENCES
47. NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
NO. 10 132/ 136RE TURNOUT
SEPTEMBER 1996
62’-3"
78’-9"
12 @
20’-6" 18"
5 @ 19"
7"-11"
28 @ 20"
46’-8"
" POIN
9 TIES @ 1 1’-0" 6 TIES @ 12’-0"
6 TIES @ 13’-0" 6 TIES @ 14’-0" 6 TIES @ 15’-0" 8 TIES @ 16’-0"
4
L
OF
TIE
C
16’-6"
21" 21" 3 @ 3 @ 21" 18"
18"
9" 9"
4
16"
#5 #10
#6 #7 #8 #9 #11 #12 #13
#13
#12
#11
#10
#9
#8
#7
#6
#5
5’-4"
17" 20"
8
14’-0"
14’-0"
11 TIES @ 9’-0" 14 TIES @ 10’-0"
5" THROW
11 @
14’
8’-9" 27’ 8’-9"
4’
4’-6"
MAX
4 @ 20" 2
4’
GAGE ROD
CROSSOVER
INSULATED JOINTS
(TO BE SUSPENDED WHEN REQUIRED)
14’-0"
14’-0"
14’-0"
14’-0"
14’-6"
10’-0"
14’-6"
11’-0"
8’-0"
12’-0"
8’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-0"
12’-0"
14’-6"
8’-0"
10’-0"
11’-0"
BILL OF SWITCH TIES-7" X 9"
TURNOUT
NO. OF PCS. LENGTH
14
9
6
6
8
6
8
9’-0"
10’-0"
11’-0"
12’-0"
13’-0"
14’-0"
15’-0"
16’-0"
TOTAL NO. PCS.
TOTAL LIN. FT.
68
NO. 10 TURNOUT
DATE
REVISION
17
16
15
14
13
12
11
10
9
8
#
#
#
#
#
#
#
#
#
#
7
6
5
4
3
2
1
#
#
#
#
# #
#
44’
818
TOTAL F.B.M. 4,294.5
"
*
PLAN 3-20 FOR SWITCH RODS
PLAN 3-21 FOR SWITCH PLATE DETAILS
PLAN 3-22 FOR ADJUSTABLE BRACE PLATE DETAILS
PLAN 3-32 TO 3-35 FOR SWITCH STANDS
PLAN 3-7 FOR 16’-6" WELDED SWITCH
SEE PLAN 1-4 FOR BOLTS USED IN TRACK CONSTRUCTION
PLAN 4-10 FOR SOLID MANGANESE SELF GUARDED FROG
PLAN 3-19 FOR SWITCH LUGS (CLIPS)
CROSSOVER DATA
FOR TANGENT TRACK
14’-0"
15’-0"
16’-0"
17’-0"
18’-0"
19’-0"
20’-0"
44’
54’
74’
84’
94’
104
TRACK
CENTERS
DISTANCE BETWEEN
"
13’-0" 34’
64’
* FOR EACH 1" OVER OR UNDER 14’-0" TRACK CENTERS ADD OR SUB
4 @ 20"
3 @ 4 @ 21"
21"
WITH 16’-6" SWITCH AND
SOLID MANGANESE SELF GUARDED FROG
FOR YARDS
16’-6" SAMSON SWITCH POINTS
39’-0" SAMSON STOCK RAIL
39’-0" SAMSON STOCK RAIL
16’-6" 10’-0"
5’-
10’-0"
10’-0"
10’-0"
10’-0" 5"
4’
3’
2’
1’-
1
1’
6
4’
78’-9"
4’
4’
SWITCH ANGLE 1 44’ 1 1"
THEORETICAL POINT
FROG ANGLE 5 43’ 29"
C
OFFSET DIAGRAM
5’-
CURVE ON L = 7 21’ 22"
8
PLAN 2-6
11
" POIN
" POIN
" POIN
POINT OF SWITCH
BEND IN STOCK RAIL
SWITCH POINT GUARD
6-8-99
PLAN 4-11 FOR FROG PLATE DETAILS
CHANGE
TIMBER
LENGTH
IN
CROSSOVER
POINT OF SWITCH
HEEL OF SWITCH
48. 62’-3"
78’-9"
12 @
20’-6" 18"
5 @ 19"
7’-11"
28 @ 20"
46’-8"
"
POIN
9 TIES @ 11’-0" 6 TIES @ 12’-0"
6 TIES @ 13’-0" 6 TIES @ 14’-0"
6 TIES @ 15’-0" 8 TIES @ 16’-0"
4
5’-8"
7’-4"
L
OF
TIE
C
12’-0" - 132 RE 16’-0" - 132 RE
16’-6"
22" 20" 3 @ 3 @ 21" 18"
18"
9" 9"
4
16’
#5 #10
#6 #7 #8 #9 #11 #12 #13
#13
#12
#11
#10
#9
#8
#7
#6
#5
#3 #4
5’-4"
17" 20"
8
14’-0"
14’-0"
11 TIES @ 9’-0" 14 TIES @ 10’-0"
39’-0" SAMSON STOCK RAIL
36’-10" (16’-6") SAMSON SWITCH POINT
16’-6" SAMSON SWITCH POINT
5" THROW 11 @
14’
8’-9" 8’-9"
4’
4’-6"
MAX
4’
GAGE ROD
CROSSOVER
INSULATED JOINTS
(TO BE SUSPENDED WHEN REQUIRED)
BILL OF SWITCH TIES-7" X 9"
TURNOUT
NO. OF PCS. LENGTH
11
14
9
6
6
8
6
8
9’-0"
10’-0"
11’-0"
12’-0"
13’-0"
14’-0"
15’-0"
16’-0"
TOTAL NO. PCS.
TOTAL LIN. FT.
68
NO. 10 TURNOUT
DATE
REVISION
17
16
15
14
13
12
11
10
9
8
#
#
#
#
#
#
#
#
#
#
7
6
5
4
3
2
1
#
#
#
#
# # #
44’
818
TOTAL F.B.M. 4,294.5
PLAN 2-7
*
PLAN 3-20 FOR SWITCH RODS
PLAN 3-21 FOR SWITCH PLATE DETAILS
PLAN 3-22 FOR ADJUSTABLE BRACE PLATE DETAILS
PLAN 3-32 TO 3-35 FOR SWITCH STANDS
PLAN 3-7 FOR 16’-6" WELDED SWITCH
PLAN 4-14 FOR RAIL BOUND MANGANESE FROGS
SEE PLAN 1-4 FOR BOLTS USED IN TRACK CONSTRUCTION
PLAN 3-19 FOR SWITCH LUGS (CLIPS)
CROSSOVER DATA
FOR TANGENT TRACK
14’-0"
15’-0"
16’-0"
17’-0"
18’-0"
19’-0"
20’-0"
44’
54’
74’
84’
94’
104
TRACK
CENTERS
DISTANCE BETWEEN
"
13’-0" 34’
64’
16’-6" 10’-0"
5’-
10’-0"
10’-0"
10’-0"
10’-0" 5"
4’
3’
2’
1’-
1
1’
6
4’
78’-9"
4’
4’
SWITCH ANGLE 1 44’ 11"
THEORETICAL POINT
FROG ANGLE 5 43’ 29"
OFFSET DIAGRAM
5’-
* FOR EACH 1" OVER OR UNDER 14’-0" TRACK CENTERS ADD OR SUB
27’
4 @ 20" 2
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
10’-0"
12’-0"
11’-0"
10’-0"
12’-0"
8’-6"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
12’-0"
12’-0"
10’-0"
10’-0"
11’-0"
" 4 @ 20"
3 @ 4 @ 21"
8’-6"
8’-6"
8’-6"
8’-6"
14’-0"
14’-0"
14’-0"
14’-0"
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
WITH
NO. 10 132/ 136RE TURNOUT
SEPTEMBER 1996
RAIL BOUND MANGANESE FROG
39’-0" SAMSON STOCK RAIL
8
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
" POIN
POINT OF SWITCH
BEND IN STOCK RAIL
" POIN
" POIN
PLAN 4-19A FOR FROG PLATE DETAILS
16’-6" SWITCH AND
11’-3" - 136 RE
7’-2" - 136 RE
HEEL OF SWITCH
POINT OF SWITCH
7’-10" 5’-2"
13’ GUARD RAILS (HOOK FLANGE ; C CLAMP )
660 000515 660 314057
NOTE: IF 16’-6" GUARD RAIL IS REQUIRED
(HOOK FLANGE ; C CLAMP )
TOE END SHALL BE 7’-10" AHEAD OF
1/2-IN POINT OF FROG
660 697544 660 585324
11-9-06
ADD
GUARD
RAIL
INFORMATION
PLAN 4-21 TO 4-24B FOR GUARD RAIL DETAILS
49. NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
WITH
NO. 10 132/ 136RE TURNOUT
SEPTEMBER 1996
62’-3"
78’-9"
12 @
20’-6" 18"
5 @ 19"
7’-11"
28 @ 20"
46’-8"
" POIN
9 TIES @ 11’-0" 6 TIES @ 12’-0"
6 TIES @ 13’-0" 6 TIES @ 14’-0"
6 TIES @ 15’-0" 8 TIES @ 16’-0"
4
L
OF
TIE
C
16’-6"
22" 20" 3 @ 3 @ 21" 18"
18"
9" 9"
4
16"
#5 #10
#6 #7 #8 #9 #11 #12 #13
#13
#12
#11
#10
#9
#8
#7
#6
#5
#3 #4
5’-4"
17" 20"
8
14’-0"
14’-0"
11 TIES @ 9’-0" 14 TIES @ 10’-0"
39’-0" SAMSON STOCK RAIL
39’-0" SAMSON STOCK RAIL
36’-10" (16’-6") SAMSON SWITCH POINT
16’-6" SAMSON SWITCH POINT
5" THROW
11 @
14’
8’-9" 8’-9"
4’
4’-6"
MAX
4’
GAGE ROD
CROSSOVER
INSULATED JOINTS
(TO BE SUSPENDED WHEN REQUIRED)
BILL OF SWITCH TIES-7" X 9"
TURNOUT
NO. OF PCS. LENGTH
14
9
6
6
8
6
8
9’-0"
10’-0"
11’-0"
12’-0"
13’-0"
14’-0"
15’-0"
16’-0"
TOTAL NO. PCS.
TOTAL LIN. FT.
68
NO. 10 TURNOUT
DATE
REVISION
44’
818
TOTAL F.B.M. 4,294.5
PLAN 2-8
*
PLAN 3-20 FOR SWITCH RODS
PLAN 3-21 FOR SWITCH PLATE DETAILS
PLAN 3-22 FOR ADJUSTABLE BRACE PLATE DETAILS
PLAN 3-32 TO 3-35 FOR SWITCH STANDS
PLAN 3-7 FOR 16’-6" WELDED SWITCH
SEE PLAN 1-4 FOR BOLTS USED IN TRACK CONSTRUCTION
16’-6" SWITCH AND SPRING FROG
PLAN 4-6 FOR SPRING FROG
PLAN 4-7 THRU 4-8 FOR SPRING FROG DETAILS
PLAN 3-19 FOR SWITCH LUGS (CLIPS)
CROSSOVER DATA
FOR TANGENT TRACK
14’-0"
15’-0"
16’-0"
17’-0"
18’-0"
19’-0"
20’-0"
44’
54’
74’
84’
94’
104
TRACK
CENTERS
DISTANCE BETWEEN
"
13’-0" 34’
64’
14’-7"
* FOR EACH 1" OVER OR UNDER 14’-0" TRACK CENTERS ADD OR SUB
27’
4 @ 20" 2
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
10’-0"
12’-0"
11’-0"
10’-0"
12’-0"
8’-6"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
12’-0"
12’-0"
10’-0"
10’-0"
11’-0"
" 4 @ 20"
3 @ 4 @ 21"
14’-0"
14’-0"
14’-0"
14’-0"
8’-6"
8’-6"
8’-6"
16’-6" 10’-0"
5’-
10’-0"
10’-0"
10’-0"
10’-0" 5"
4’
3’
2’
1’-
1
1’
6
4’
78’-9"
4’
4’
SWITCH ANGLE 1 44’ 11"
THEORETICAL POINT
FROG ANGLE 5 43’ 29"
OFFSET DIAGRAM
5’-
8
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
" POIN
POINT OF SWITCH
BEND IN STOCK RAIL
" POIN
" POIN
8’-9"
11
POINT OF SWITCH
HEEL OF SWITCH
8’-7" 4’-5"
8’-2"
4’-10"
660 000515 660 314057
660 697544 660 585324
GUARD
RAIL
NOTE
11-21-06
NOTE: IF 16’-6" GUARD RAIL IS REQUIRED
(HOOK FLANGE ; C CLAMP )
TOE END SHALL BE 8’-7" AHEAD OF
1/2-IN POINT OF FROG ON STRAIGHT SIDE
13’-0" GUARD RAIL (HOOK FLANGE ; C CLAMP )
50. 4 5 6 7 8 9 10 11 12 13 14 15 16
POINT
OF
SWITCH
95’-4"
22’-0" 73’-4"
22’-2" 15’ 8’-9"
1
" POIN
58’-4"
35 SPACES @ 20"
14 SPACES @ 19" 9 SPACE 5 SPACES @ 21"
7 TIES @ 16’-0"
7 TIES @ 15’-0"
7 TIES @ 14’-0"
8 TIES @ 13’-0"
7 TIES @ 12’-0"
9 TIES @ 11’-0"
12 TIES @ 9’-0"
2 TIES
@ 14’-0"
HEEL
OF
SWITCH
3 17
3@21"
2@22"
5@20"
24" 22"
1 2 3 4 5
6
7 8 9 10 12 13 14 15 16 17 18 19
5 7 9 10 11 12 13 14 15
3’-4"
17" 3’-4" 3’-4"
36’-3" (22’-0" ALIGN.) SAMSON SWITCH POINTS
9" 9"
18"
4 6 8
16 17
5’
7’
14’-6" 136RE
13’-7" 132RE 19’-1" 132RE
8’-10" 136RE
13’-0" RAISED GUARD RAILS
(16’-6" RAISED GUARD RAILS USED ON PART
OF POCAHONTAS & VIRGINIA DIVISIONS)
22’-0" 15’ 15’ 15’ 20’
2’
1’
11
6
95’-4"
" POIN
12 SPACES @ 20"
" POIN
12 SPACES @ 20"
20"
3 SPACES
4 SPACES
@
@
CROSSOVER DATA
FOR TANGENT TRACK
14’-0"
15’-0"
16’-0"
17’-0"
18’-0"
19’-0"
20’-0"
54’
125’-7"
TRACK
CENTERS
DISTANCE BETWEEN
"
13’-0" 41’
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
WITH
NO. 12 132/ 136RE TURNOUT
SEPTEMBER 1996
TURNOUT
NO. OF PCS. LENGTH
12
19
9
7
8
9
7
7
9’-0"
10’-0"
11’-0"
12’-0"
13’-0"
14’-0"
15’-0"
16’-0"
TOTAL NO. PCS.
TOTAL LIN. FT.
78
DATE
REVISION
928
TOTAL F.B.M.
PLAN 2-9
CROSSOVER
NO. 12 TURNOUT
OFFSET DIAGRAM
SEE PLAN 1-4 BOLTS USED IN TRACKWORK
3-20 SWITCH RODS
3-22 ADJUSTABLE PLATES & BRACES
3-32 & 3-33 SWITCH STANDS
3-15B SWITCH HEEL BLOCK
3-16 SWITCH HEEL BASE PLATE
4’
4,872
54’
4-15 RAIL BOUND MANGANESE FROG
3-10 22’-0" SWITCH WELDED
22’-0" SWITCH WELDED MAIN LINE
4’
14’-0"
NOTE : FOR EACH 1" OVER OR UNDER 14’-0" TRACK CENTERS
ADD OR SUBTRACT 1’-0ƒ
89’
1 13
101
77’-8"
65’
39’-0" SAMSON STOCK RAIL
39’-0" SAMSON STOCK RAIL
5’-11"
19 TIES @ 10’-0"
2
" POINT OF FR
11"
POINT OF SWITCH
BEND IN STOCK RAIL
POINT
OF
SWITCH
FROG ANGLE = 4 -46’-19"
6"
" POIN
THEORETICAL POINT
BILL OF SWITCH TIES-7" x 9"
3-19 SWITCH CLIP
11
6 7 8
9
10
12
13 14
15
16
17 18 19 20 21
11
21
20
19
18 17
16
15 14 13
12
11 10 9 8 7 6 5
8’-6"
11’-0"
12’-0"
10’-0"
12’-0"
10’-0"
11’-0"
12’-0"
10’-0"
12’-0"
10’-0"
11’-0"
14’-0"
14’-0"
8’-6"
11’-0"
10’-0"
10’-0"
10’-0"
10’-0"
11’-0"
11’-0"
12’-0"
12’-0"
12’-0"
12’-0"
6-23-06
REPLACE
FROG
PLATES
20
&
21
W/14
3/4"
PLATES
51. 4 5 6 7 8 9 10 12 13 14 15 16
POINT OF SWITCH
22’-0" 84’-0"
22’-2" 15’ 18"
" POIN
21 SPAC
14 SPACES @ 19" 9 SPACE
9 TIES @ 15’-0"
8 TIES @ 14’-0"
8 TIES @ 13’-0"
10 TIES @ 12’-0"
12 TIES @ 9’-0"
2 TIES
@ 14’-0"
HEEL OF SWITCH
9"
3 17
3@21"
2@22"
5@20" 2
4 5 6 7 8 9 10 11 12 13 14 15 16 17
3’-4"
17" 3’-4" 3’-4"
36’-3" (22’-0" ALIGN.) SAMSON SWITCH POINTS
9"
18"
24" 22"
16’-8" 136RE
12’-5" 132RE 18’-6" 132RE
7
6
8
9 10 12
13 14 15
16
1
5
4
3
2
17 18 19 20
21
22
23
18 19
12 TIES @ 16’-0"
18"
19 SPACES @ 20"
15’-0"
6’-0"
31’-8"
4 SPACES
@ 18"
9 SPACES @ 20"
18 19
106’-0"
35’
22’-0"
POINT OF SWITCH
106’-0"
2’
6 " HEE
PC
10’-0"
9
10’-0" 10’-0" 10’-0" 10’-0" 10’-0" 10’-0"
1’
1’-6" 1’-
13’-5"
3’
3’-9"
12"
10
12 13 14
15
16 17
18
19
20
21
22 23
10
12
13
14
15
16
17
18
19
20
21
22
23
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
WITH
NO. 14 132/ 136RE TURNOUT
SEPTEMBER 1996
22’-0" SWITCH
BILL OF SWITCH TIES-7" X 9"
TURNOUT
NO. OF PCS. LENGTH
12
19
12
10
8
8
9
12
9’-0"
10’-0"
11’-0"
12’-0"
13’-0"
14’-0"
15’-0"
16’-0"
TOTAL NO. PCS.
TOTAL LIN. FT.
90
DATE
REVISION
TOTAL F.B.M. 5,885.25
11’-2" 3’-0" 5’-0" 21’-0" 5’-0" 3’-0" 11’-2"
62’
14’-0"
12 SPACES @ 21" 3 @ 20" 2 @ 18"
3 @ 20"
2 @ 18"
2
2 "
"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
14’-6"
10’-0"
14’-6"
10’-0"
8’-0"
12’-0"
8’-0"
12’-0"
8’-0"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
12’-0"
8’-0"
12’-0"
14’-6"
10’-0"
14’-6"
10’-0"
14’-6"
14’-0"
14’-0"
14’-0"
14’-0"
14’-0"
4’-6" MAX
OFFSET DIAGRAM
NO. 14 TURNOUT
CROSSOVER
INSULATED JOINTS (TO BE SUSPENDED)
GAGE ROD
CROSSOVER DATA
FOR TANGENT TRACK
14’-0"
15’-0"
16’-0"
17’-0"
18’-0"
19’-0"
20’-0"
62’
76’
104
118
132
146
TRACK
CENTERS
DISTANCE BETWEEN
"
13’-0" 48’
90’
SEE PLAN 1-4 BOLTS USED IN TRACKWORK
3-20 SWITCH RODS
3-22 ADJUSTABLE PLATES & BRACES
3-23 " & 1"
3-34 & 3-35 SWITCH STANDS
3-9 22’-0" SWITCH
3-16 SWITCH HEEL BASE PLATE
3-21 SWITCH PLATES
4-15 RAIL BOUND MANGANESE FROG
4-19 PLATES FOR RAIL BOUND MANGANESE FROG
1,121
NOTE : FOR EACH 1" OVER OR UNDER 14’-0" TRACK CENTERS
" POINT OF FRO
ADD OR SUBTRACT 1’-1
FROG ANGLE 4 05’27"
PLAN 2-10
11"
" POIN
7"
THEORETICAL POINT
POINT OF SWITCH
BEND IN STOCK RAIL
" POIN " POIN
5" THROW
8’-6"
8’-6"
8’-0"
6-8-99
CHANGED
TIMBER
LENGTH
IN
CROSSOVER
39’-0" SAMSON STOCK RAIL
39’-0" SAMSON STOCK RAIL
10’-11" 136RE
11
12 TIES @ 11’-0"
11
19 TIES @ 10’-0"
5’-11"
11
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11
3-15 SWITCH HEEL BLOCK
3-19 SWITCH LUGS (CLIPS)
SWITCH ANGLE 1 19’46"
9’-3" 7’-3"
660 697544
16’-6" HOOK FLANGE GUARD RAILS ( )
11-22-06
REVISE
GUARD
RAIL
LENGTH
4-24B HOOK FLANGE GUARD RAILS
52. HEEL OF SWITCH
23’-4" 14’-0" 19" 23’-4" 11’
96’
14 SPACES @ 20" 14 SPACES @ 20"
8 SPACES @ 21" 7 SPACE
30’-0"
126
" POIN
5’-4"
66’-8"
4 "
40 SPACES @ 20"
9 TIES @ 16’-0"
9 TIES @ 15’-0"
9 TIES @ 14’-0"
9 TIES @ 13’-0"
21 TIES @ 10’-0"
23 TIES @ 9’-0"
2 TIES
@ 14’-0"
58’-8" SAMSON STOCK RAIL
50’-0" (30’-0") SAMSON SWITCH POINT
50’-0" (30’-0") SAMSON SWITCH POINT
58’-8" SAMSON STOCK RAIL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
19 20 21 22 23
24
24" 22" 5 @ 20" 3 @ 21" 2 @ 20" 2 3 @ 21" 20"
18"
9" 10"
19"
17" 3’-4" 3’-4" 3’-4" 3’-6"
12’-2" 136RE
4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21
5" THROW
4
4 5 6 7 8 9
10 12 13 14 15 16 17 18 19 20 21
" POIN
" POIN
CROSSOVER DATA
FOR TANGENT TRACK
14’-0"
15’-0"
16’-0"
17’-0"
18’-0"
19’-0"
20’-0"
67’
82’
112
127
142
157
TRACK
CENTERS
DISTANCE BETWEEN
"
13’-0" 52’
97’
SEE PLAN 1-4 BOLTS USED IN TRACKWORK
3-20 SWITCH RODS
3-22 BRACE, SLIDE & GAUGE PLATES
3-32 & 3-33 SWITCH STANDS
3-15C SWITCH HEEL BLOCK
3-12 30’-0" SWITCH
3-16 SWITCH HEEL BASE PLATE
NORFOLK SOUTHERN RAILWAY COMPANY
Atlanta, Georgia
WITH
NO. 15 132/ 136RE TURNOUT
SEPTEMBER 1996
30’-0" SWITCH
BILL OF SWITCH TIES-7" X 9"
TURNOUT
NO. OF PCS. LENGTH
23
21
10
11
9
11
9
9
9’-0"
10’-0"
11’-0"
12’-0"
13’-0"
14’-0"
15’-0"
16’-0"
TOTAL NO. PCS.
TOTAL LIN. FT.
DATE
REVISION
TOTAL F.B.M. 6,347.25
67’
14’-0"
23’-8" 4’-9" 7’-0" 4’-9" 23’-8"
2 2
3 @ 19" 3 @ 19"
4 @ 21"
14’-0"
8’-6"
14’-0"
14’-0"
10’-0"
14’-6"
14’-6"
10’-0"
12’-0"
8’-0"
12’-0"
8’-0"
8’-6"
8’-6"
8’-6"
8’-6"
8’-6"
12-0"
8’-0"
8’-0"
12’-0"
10’-0"
14’-6"
10’-0"
14’-6"
14’-0"
14’-0"
14’-0"
GAGE ROD
4’
30’-0" 21’-9"
126
2’
6 1
POINT OF SWITCH
OFFSET DIAGRAM
21’-9" 21’-9"
21
CROSSOVER
NO. 15 TURNOUT
4-17 RAIL BOUND MANGANESE FROG
103
1,209
PLAN 2-11
NOTE : FOR EACH 1" OVER OR UNDER 14’-0" TRACK CENTERS
ADD OR SUBTRACT 1’-3" TO DISTANCE BETWEEN
" POINT OF FRO
10 11 12 13 14 15 16 17 18
19 20 21 22 23
24
11
12
13
14
15
16
17
18
19
20
21
22
23
24
10
15"
7
THEO. PT. OF FROG
" POIN
FROG ANGLE 3 -49’-06"
POINT OF SWITCH
BEND IN STOCK RAIL
6-8-99
CHANGED
TIMBER
LENGTH
IN
CROSSOVER
4-19D FROG PLATES FOR R.B.M. FROG - PANDROL
POINT OF SWITCH
11 TIES @ 12’-0"
10 TIES @ 11’-0"
3-21 SWITCH PLATES
11
11
3-20-03
CHANGED
GUARD
RAIL
LENGTH
17’-10" 136RE
20’-11" 132RE
15’-4" 132RE
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
11’-0"
3-19 SWITCH LUGS (CLIPS)
11’-10" 14’-2"
660 000507
660 697544
NOTE:
THE 16’-6" BETHLEHEM 751 RAISED GUARD RAIL ( ) MAY ALSO BE USED.
THE 26’-0" RAISED GUARD RAIL ( ) IS SHOWN BELOW.
11-21-06
GUARD
RAIL
NOTE
4-21 RAISED GUARD RAILS - 26’-0"
