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of 85
7/23/2019 KCS-Standards (2 de 2)
1/85
3
3
12 Ballast
1
L Main Track
C
4-6
4-6
1-0
9
1-3
Tangent Track Jointed Rail
Tangent Track CWR Rail
Curved Track Jointed Rail
Curved Track CWR Rail
4-6
2
Jointed Rail
CWR Rail
NOTE:
9
12
TH IS BA LLA S T S ECTIO N TO BE U S ED WH EN CO M P LETIN G TRA CK RES TO RA TIO N
BEHI ND UNDERCUTTER P LOW S S LEDS OR OTHER MAI NTENANC E OP ERATI ONS
W H E R E B A L L A S T R E N E W A L I S P E R F O R M E D .
4-21-06
NONE
MCV
4-27-07
12 INCH BALLAST SECTION
FOR MAIN TRACK
RB-202
7 x 9 x 8-6 Tie
2-4
Top of Subballast
12 Subballast
14-0 14-0
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
7/23/2019 KCS-Standards (2 de 2)
2/85
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D RA WN BY :
4-21-06
NONE
DL L
4-27-07
CASING PIPE INSTALLATION
RB-203
S U B G R A D E
S E A L
S E A L
MA RK ER
SEE NOTE 2
CARRIER PIPE
5 FT. MIN.
6 FT. MIN.
TOP OF FINISHED
2 FT. MIN.
15 FT.
C
L
6 S U B B A L L A S T
CASING PIPE
NATURAL GROUND
4 FT.
BASE OF RAIL
35 FT. MIN.
SEE NOTE 1
TY PIC A L N O N C O M B U STIB LE C A SIN G PIPE
INSTALLATION SECTION
12 CRUSHED ROCK BALLAST
12 MIN.
7 x 9 x 9-0
CROSS TIE
I N S T A L L A T I O N S E C T I O N
TYPICAL COMBUSTIBLE CASING PIPE
SEE NOTE 1
35 FT. MIN.
BASE OF RAIL
4 FT.
NATURAL GROUND
SCREEN
NOTE 2. ALL HORIZONTAL DISTANCES ARE MEASURED AT RIGHT ANGLES FROM
THE CENTERLINE.
NOTE 1. CASING TO EXTEND BEYOND CENTERLINE OF PROPOSED TRACK WHEN
MEASURED AT RIGHT ANGLES A MIN. OF 35 FT.
CASING PIPE
6 SUBBALLAST
L
C
15 FT.
TOP OF FINISHED SUBGRADE
6 FT. MIN.
5 FT. MIN.
CARRIER PIPE
4 MIN.
SCREEN
RIGHT OF WAY LINE
MA RK ER
SEE NOTE 2
4 MIN.
S E A L
VENT PIPE AT LOW END OF CASING
TO BE CONNECTED TO SIDE OR BOTTOM
OF CASING PIPE
VENT PIPE AT HIGH END OF
CASING TO BE CONNECTED TO
SIDE OR TOP OF CASING PIPE
S E A L
12 MIN.
12 CRUSHED ROCK BALLAST
7 x 9 x 9-0
CROSS TIE
NOTE 3. THESE SECTIONS ARE TYPICAL ONLY. EACH INSTALLATION MUST BE
APPROVED BY THE CHIEF ENGINEER.
7/23/2019 KCS-Standards (2 de 2)
3/85
Top Of Slope For W alkway
Top Of Slope Of Subgrade/Subballast
Top Of Slope For Walkway
Top Of Slope Of Subgrade/Subballast
> Main/Lead Track
> Industry Track
Switch Stand
(Point of
switch)
8 17
15
8
5
M IN
7 MIN
7-15-97
N O N E
WLC
4-27-07
TYPICAL WALKWAY/ROADBED
AT SWITCH STAND
N EW C O N STR U C TIO N )
RB-204
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
7/23/2019 KCS-Standards (2 de 2)
4/85
C
5-6
5-6
Missouri Code of State Regulations CSR 265-8.110
Walkway Safety Standards at Industrial Tracks
* = not to exceed a drop of two inches (2 ) per foot
to provide drainage and a surface reasonably level
on which to walk as well as permit the safe performance
of track duties.
3
d
n
u
3
P
d
n
u
TYPICAL CUT SECTION
TYPICAL FILL SECTION
12-0 (Lead Track)
11-0 (Industry Track)
12-0 (Lead Track)
11-0 (Industry Track)
3
>
L Industry Track/
Lead Track
0.0% SLOPE
SLOPE= 50:1
(2%)
Top of Compacted Subgrade
Top of Finished Sub-ballast
8
BALLAST 12 MIN
Sub-Ballast 6 MIN.
12 Preferred
10-5
bottom or
v bottom
ditch
7 x9 x
8-6
Tie
4-26-06
N O N E
MC V
4-27-07
TYP FINISHED GRADING AND BALLAST
SECTION FOR INDUSTRIAL TRACKS
N EW C O N STR U C TIO N )
RB-205
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
7/23/2019 KCS-Standards (2 de 2)
5/85
C
8-6
8-6
Missouri Code of State Regulations CSR 265-8.110
Walkway Safety Standards at Industrial Tracks
* = not to exceed a drop of two inches (2 ) per foot
to provide drainage and a surface reasonably level
on which to walk as well as permit the safe performance
of track duties.
3
d
n
u
3
P
d
n
u
TYPICAL CUT SECTION
TYPICAL FILL SECTION
15-0 (Lead Track)
14-0 (Industry Track)
15-0 (Lead Track)
14-0 (Industry Track)
Slope=In. p
er Ft.
Trainmens
Walkway
3
>
L Industry Track/
Lead Track
0.0% SLOPE
SLOPE= 50:1
(2%)
Top of Compacted Subgrade
Top of Finished Sub-ballast
8
10 DITCH
Ballast - Conforn to
AREMA 57
Sub-ballast - Thickness and
Specification
Specified by Engineer
7 x 9 x 8-6
4-26-06
NONE
MCV
4-27-07
TYPICAL FINISHED GRADING A ND
BALLAST SECTION FOR
INDUSTRIAL TRACKS IN MISSOURI
RB-206
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAW N BY:
7/23/2019 KCS-Standards (2 de 2)
6/85
7/23/2019 KCS-Standards (2 de 2)
7/85
TYPICAL SECTION AT ABUTMENT SLOPES WITH STANDARD FLAT BOTTOM DITCH
SUB BALLAST SELECT MATERIAL
6 MIN. 12 MAX.
10-0 6-0
23-0 WITH ROADWAY
15-0 WITHOUT ROADWAY
THEORETICAL SLOPE
* MINIMUM CLEARANCE, PIER OR ABUTMENT WALLS
25-0 WITH ROADWAY - 18-0 WITHOUT ROADWAY
C
L
EX TER I O R TR A C K
T O P O F S U B G R A D E
TOP OF TIE
PA V ED SLO PE
FLA T B O TTO M D I TC H
2 C R O W N
15 MIN. (LOW DENSITY)
19 MAX. (HIGH DENSITY)
20 FUTURE TRACK
SUB BALLAST SELECT MATERIAL
6 MIN. 12 MAX.
6-0 6-0
23-0 WITH ROADWAY
15-0 WITHOUT ROADWAY
THEORETICAL SLOPE
* MINIMUM CLEARANCE, PIER OR ABUTMENT WALLS
25-0 WITH ROADWAY - 18-0 WITHOUT ROADWAY
C
L
EX TER I O R TR A C K
T O P O F S U B G R A D E
TOP OF TIE
PA V ED SLO PE
2 C R O W N
15 MIN. (LOW DENSITY)
19 MAX. (HIGH DENSITY)
20 FUTURE TRACK
V DITCH
TYPICAL SECTION AT ABUTMENT SLOPES WITH STANDARD V DITCH
NOTE:MINIMUM DITCH SIZES ARE SHOWN. DITCH SIZE TO BE
INCREASED AS REQUIRED BY LOCAL CONDITIONS BASED
ON HYDRAULIC STUDIES.
* LOCATION OF PIER, BENT COLUMNS OR ABUTMENT WALLS
SHOULD NOT INTERFERE WITH THE DRAINAGE IN THE AREA.
IF MINIMUM STANDARD DITCHES ARE NOT PROVIDED IN THE
LAYOUT, LONGITUDINAL CULVERTS SHOULD BE SHOWN THAT
WILL HANDLE THE DRAINAGE AS REQUIRED BY THE HYDRAULIC
STUDIES.
1-27-05
NONE
RG T
4-27-07
TYPICAL SECTIONS AT ABU TMANT SLOPE
RB-208
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAW N BY:
7/23/2019 KCS-Standards (2 de 2)
8/85
I N D U S T R Y L E A D T R A C K INDUSTRY SERVICE TRACK
UNIT TRAIN UNIT TRAIN
G E N E R A L S E R V I C EE N E R A L S E R V I C E
OWNER OWNER OW NER OWNER
D ESIG N
CRITERIA
SW ITC H ED SW ITC H ED SW ITCH ED SW ITC H ED
Degree of curve 6^ 8^ 10^ 12^ 8^ 10^ 10^ 12^
0.8% 1.5% 1.0% 1.5% 1.0% 1.5% 1.5% 1.5%
-2.5%0.4%0.4%0.2%0.2% -2.0% -2.0% -2.0%
0.4% 0.4% 0.8% 0.8% 4.0% 4.0% 4.0% 5.0%
(2 )
115/25 115/25 115/25 115/25 115/25 115/25 115/25 115/25
7 x9 x8-6 6 x8 x8-6
19 21
12 10
8
602
10 MPH 10 MPH 10 MPH 10 MPHMPH 5 MPH 5 MPH
Vertical
Curve
Factor
Turnout size
Rail Wt./Section
Cross Tie Size
Cross Tie Spacing
Ballast Depth
Sub-ballast Depth
Operating Speed
NOTES:
Sag
Summit
TRACK
CLASSIFI-
CATION
x
(3 )
(4 )
(1 )
Grade
K C S
K C S K C S K C S
25 MPH
(5)
11 11 11 9 11 9 9 9
That Part of any track which is KCS owned and/or maintained
shall conform to KCS SWITCHED criteria. Turnouts in KCS
owned tracks shall be No. 11 of not less than 115/25 rail.
(1) Fully Welded Turnout.
(2) Continuous Welded if more then 10,000,000 Tons of locomotioves,
cars, and contents annually.
(3) Continuous Welded if more than 1 mile long.
(4) Depth below bottom of tie.
8-7-96
N O N E
WLC
4-27-07
TABLE No. 1
TRACKS TO SERVE INDUSTRIES
N EW C O N STR U C TIO N )
RB-301
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
7/23/2019 KCS-Standards (2 de 2)
9/85
PFI (Point of Frog
Intersection)
= 0 31.25
Main Track/Lead Track
ROW ROW
ROW ROW
Indusrty Track
End Of Track= 8 34
1+74.62= 15 Clearance Point
Typical Car
=
0
0
T
O
U
R
V
1
D
9
3
R
6
3
8
4
9
L
T
1
1
3
6
3
4
T
6
1
3
8
1
2
2
2
U
R
V
2
D
9
3
R
6
3
8
4
9
L
T
1
6
4
8
5
2
8
9
2
4
L
1
7
6
9
9
2
5
P
4
6
8
3
3
6
8
3
4
8
8
P
T
End of
Turnout
= 1 25
ROW= 3 09.79
= END KCS OWNERSHIP/MAINT.
BEGING INSUDTRY OWNERSHIP/MAINT.
5
2
n
T
n
g
e
n
n
e
476.97
7-10-97
NONE
WLC
4-27-07
TYPICAL LAYOUT FOR INDUSTRY TRACK
PARALLEL TO MAIN/LEAD TRACK
RB-302
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAW N BY:
7/23/2019 KCS-Standards (2 de 2)
10/85
4
P
=
PFI (Point of Frog
Intersection)
= 0+31.25
End of
Turnout
= 1+14
Main Track/Lead Track
ROW ROW
ROW ROW
10+01.11 PT
CUREVE DATA
D= 9^30
R= 603.80
DELTA= 84^1631
T= 546.30
2+00 End KCS Ownership/Maint.
Begin Industry Ownership/M aint.
1+62.37= 15 Clearance Point
14+01 = END OF TRACK
TYPICAL CAR
5
657.16
6
7-10-97
NONE
WLC
4-27-07
TYPICAL LAYOUT FOR INDUSTER TRACK
PERPENDICUALR TO MAIN/LEAD TRACK
RB-303
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAW N BY:
7/23/2019 KCS-Standards (2 de 2)
11/85
F R O G A N G L E
Distance Varies With
Size Of Turnout
Distance Varies With
Size Of Turnout
STAKE - POINT OF FROG INTERSECTION @ INTERSECTION
OF MAIN/LEAD TRACK WITH PROJECTED INDUSTRY TRACK
STAKE - END OF TURNOUT @ CENTERLINE
OF MAIN/LEAD TRACK OPTIONAL)
STAKE - POINT OF SWITCH
@ CENTERLINE OF MAIN/LEAD TRACK
STAKE - END OF TURNOUT @ CENTERLINE
O F I N D U S T R Y T R A C K
7 11 97
NONE
WLC
4 27 7
TYPICAL STAKES SET DURING
CONSTRUCTION OF THE TURNOUT
RB-304
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAW N BY:
7/23/2019 KCS-Standards (2 de 2)
12/85
Natural Grade
Slope Stake Information
Slope Stake Information
Centerline Stake w/Tack
Centerline Stake w/Tack
Or V
Bottom Ditch
6 Min.
Ballast Below Tie
Treated Tie
8
Subballast
7-14-97
NONE
WLC
4-27-07
TYPICAL LOCATION OF SLOP STAKES
DURING CONSTRUCTION OF ROADBED
RB 305
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAW N BY:
7/23/2019 KCS-Standards (2 de 2)
13/85
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A WN B Y :
COMPACTED FILL
4-0
16-0
6-0
4-0
6-0
6-0
16-0
6-0
16-0
4-0
6-0
4-0 6-0
8-0
8-0
C
L
PLAN VIEW
SIDE VIEW
NOTES:
UNLESS OTHERWISE SPECIFIED, EARTH BUMPER IS TO BE USED. TIES, RAILS AND OTHER MAKESHIFT BUMPERS ARE TO BE AVOIDED.
PREFABRICATED BUMPERS ARE TO BE USED AT LOCA TIONS WHERE SPACE IS LIMITED AND ONLY ON A UTHORITY OF CHIEF ENGINEER.
4 13 6
NONE
RG T
4 27 7
STANDARD EARTH BUMPERSTAND
(NEW CONS TRUCTION)
RB 306
7/23/2019 KCS-Standards (2 de 2)
14/85
7/23/2019 KCS-Standards (2 de 2)
15/85
NOTES:
3
1
3
1
3
1
P
I
N
G
T
H
S
S
H
D
U
H
P
S
S
H
D
U
F
O
R
S
I
Z
S
T
G
G
R
D
F
I
P
T
T
R
N
N
O
T
R
Q
U
I
R
D
H
N
P
I
S
P
I
N
G
I
S
9
-
P
I
S
P
I
N
G
8
-
X
R
T
I
N
D
H
I
G
H
T
1. STEEL PILES SHALL BE ASTM, A572 GRADE 50.
2. CROSSTIES SHALL BE AS PROVIDED BY KCSRC.
1
3
1
3
1
3
L
E
L
E
N
G
T
H
E
E
H
E
U
L
E
STAGGERED
PILE
RETAINED SIDE OF WALL
CROSSTIES
W A LL SC H ED U LE
PILE
SPACING
TOTAL PI LE
LENGTH
PILE
SECTION
MAX RE T AINE D
HEIGHT
HP10X42FT. 20 FT. 9-2
HP10X42FT .
26 FT.
4-8
HP12X84
FT.
29 FT.
9-2
HP12X84
FT .
36 FT.
4-8
SECTION A-A
PARTIAL PLAN @ STAGGERED PILES
RETAINING WALL - 8-0 MAX. RETAINED HEIGHT
7
x
9
x
9
-
R
O
S
S
T
I
S
T
Y
P
)
O
R
O
N
R
T
T
I
S
12-27-06
NONE
RG T
4 27 07
RETAINING W ALL DETAILS
RB-402
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAW N BY:
7/23/2019 KCS-Standards (2 de 2)
16/85
40 TIES
M A I N T R A C K S P I K E P A T T E R NAIN TRACK SPIKE PATTERN NO. 4
T
H
A
MAIN TRACK
SPIK E
PA TTER N
A
T
H
SPIKE PATTERN 1A
SPIKE PATTERN 1B
SPIKE PATTERN NO. 1
M A I N T R A C K T U R N O U T
SPIKE PATTERN 3A
SPIKE PATTERN 3B
SPIKE PATTERN NO. 3
SPIKE PATTERN 4A
SPIKE PATTERN 4B
SPIKE PATTERN NO. 4
SPIKE PATTERN 2A
SPIKE PATTERN 2B
SPIKE PATTERN NO. 2
A N C H O R SPIK E A N C H O R S PIK E
FIELD SPIKE
G A G E S P I K E
M AIN TRACK SPIKE PATTERN NO . 4
40 TIES P.S. 40 TIES PAST LONG TIES
NOTES:
USE SPIKE PATTERN A FOR ALL 6-HOLE PUNCH TIE PLATES.
USE SPIKE PATTERN B FOR ALL 8-HOLE PUNCH TIE PLATES.
T H E S P I K E P A T T E R N S S H O W N A R E F O R M A I N T R A C K S , B R A N C H L I N E T R A C K S ,
H E A V Y T O N N A G E S P U R S , A N D C . T .C . S I D IN G S W I T H 1 3 A N D L O N G E R P L A T E S .
CHIEF ENGINEER WILL DETERM INE ANCHOR SPIKE PATTERN FOR ANY PLATES
LESS THEN 12 LONG OR SINGLE SHOULDER PLATES.
Y A R D A N D I N D U S T R Y T R A C K S
MA IN LIN E A N D SID IN G S
ALL SIDINGS USED FOR THE PURPOSE OF MEETING TRAINS SHALL HAVE THE
S A M E S P I K E P A T T E R N A S T H E A D J A C E N T M A I N T R A C K .
USE PATTERN 1A AND 1B:
1) ON TANGENT TRACK AND CURVES BELOW 2^00.
A N Y S P I K I N G P A T T E R N O T H E R T H A N W H A T I S S H O W N O N T H I S D R A W I N G
MUST BE APPROVED BY THE CHIEF ENGINEER.
USE PATTERN 2A AND 2B:
1) FOR YARD AND INDUSTRY CURVES OVER 2^00.
2) ON TANGENT AND CURVES BELOW 2^30 FOR SPEEDS LESS THAN
40 MPH.
USE PATTERN 3A AND 3B:
1) ON TANGENT TRACK AND CURVES WITH SPEEDS ABOVE 40 MPH.
2) ON CURVES 4^00 AND GREATER FOR SPEEDS BELOW 25 MPH.
3 ) F O R A L L Y A R D , I N D U S T R Y A N D B R A N C H L I N E T U R N O U T S .
USE PATTERN 4A AND 4B:
1) ON CURVES 2^30 AND GREATER FOR SPEEDS ABOVE 25 MPH.
2) ON ALL MAIN TRACK TURNOUTS.
4 26 06
N O N E
RG T
4 27 07
SPIKE PATTERNS
FOR TANGENT AND CURVED TRACK
RB-501
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
7/23/2019 KCS-Standards (2 de 2)
17/85
20 (TYP.)
FIELD PANEL
RECOMMENDED 4 -6 SCH. 40 PERFORATED PIPE OR
CORRIGATED GALVINIZED PIPE (PERFORATION DOWN).
WEIGHTS: 90# 115# 136#
GAUGE PANEL 2910 3272 3 831
FIELD PANEL 1134 1293 1529
TOTAL (9SECTION) 5178 5858 6889
Note:
END PANELS TO EXTEND A MINIMUM
OF 3 BEYOND EDGE OF PAVEMENT
FIELD & GAUGE PANELS
HAVE TAPERED ENDS AT
EACH END OF CROSSING
FIELD PANEL
ISOMETRIC VIEW
G A U G E P A N E L
ISOMETRIC VIEW
STANDARD PANEL LENGTH 90
GAUGE PANEL WIDTH 4-2
FIELD PANEL WIDTH 1-8
HEIGTH DETERMINED BY RAIL SIZE 5 TO 8
DIMENSION TOLERANCE +/-
CROSSTIE SPACING 18 O.C.
CONCRET E 5000 PSI - 28 DAYS
REINFORCEMENT AMERICAN GRADE 60
ANGLE BARS A-36
LIFTING EYES 4000 lbs. CAPAC ITY
MEETS HS20-44 LOADING SPECIFICATIONS
3 X3 X1/4 ANGLE FRAME ON 112# RAIL & UP
2 X3 X1/4 ANGLE FRAME ON RAILS LESS THAN 112#
9
6
9
4
4
6
6
6
6
6
6
9
4
8
6
9
7
8
50.5
2.5 (TYP.) 3 (TYP.)
G A U G E PA N EL
FIELD PANEL
CROSSTIE @ 18 O.C.
NEOPRENE ABRASION PAD
C O M PA C TED A SPH A LTI C M A TER I A L
EDGE OF EXISTING PAVEMENT
NON-WOVEN FILTER FABRIC
12 SUB-BALLAST (MIN.)
12 BALLAST
9-0
18
6
6
CROSSTIE LENGTH 10-0
8-13-96
NONE
WLC
4-27-07
PRECAST REINFORCED
CONCRETE CROSSING
RB-601
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAW N BY:
7/23/2019 KCS-Standards (2 de 2)
18/85
EDGE OF
PAVEMENT
Skew
Angle
Cross Tie Spacing
19 (typ)
Panel
A
RIGHT ANGLE CROSSING
Panel
A
SKEWED CROSSING
P LA N
8
4
PANEL BEVEL DETAIL
B
N O S C A L E
N O S C A L E
N O S C A L E
S E C T I O N
Space
Asphaltic Mastic (typ)
Full Depth
Sectional
Treated Timbers
2 -3
2 -3
q
Steel Dowel
Tie Pad
A P ANE L L E NGT H 8-0 8-0 8-0 8-0
B
PANEL HEIGHT
P A N E L W I D T H
(Gage Section)
C U T O U TS
(Both Sides)
C
D
E
6 7
90# 127# 136#
12#/115#
7 8
3ea 8
4ea 6 4ea 6 4ea 6
2ea 8
1ea 3
3ea 6 3ea 6 3ea 6
1 X3 1 X3 1 X3 1 X3
TABLE OF PANEL SPECIFICATIONS USING 9-0 CROSSTIES
RAIL:
Continuous welded rail shall be used throughout the crossing and
shall extend a minimum of 39 ft beyond the ends o f the panel sections.
MASTIC:
Asphaltic mastic such as A.S.T.M. D-491-41 shall be used to fill the
open area between the existing pavement and the p anel sections and between
the field side of the rails and the panel sections after the crossing is
in place.
G EN ER A L N O TES:
S
S
allast
Perforated Pipe
(if needed)
Perforated Pipe
(if needed)
Existing Pavement
xisting Pavement
3 x3 x8-0 Filler Blocks
(typ - Gage side)
Drive Spikes (typ)
Panels shall be secured to the ties using dome head drive spikes.
Spikes for 90# rail shall be x11 and spikes for 112# to 136# shall
spikes.
Panels shall be permanently held together using steel dowels. Gage
section dowels shall be x24 and field section dowels shall be x19 .
Each section shall have 3ea prebored holes to receive 3 dowels.
P A N E L W I D T H
(Field Section)
PANELS:
Panels shall be constructed of #4/5 gum crossties, properly sized for
required panel prior to preservative treatm ent. Treatme nt used (type of
preservative and retention) shall be a 70/30 solution at 8# per cubic ft.
Panels shall be full depth and 8 ft. in length. Shims will not be allowed.
The top surface of any panel, should it fit against the rail head
on the field side, shall have a dap of x3 . Panels shall be bored,
chamfered, beveled, dapped and cut out as required prior to treament.
CROSSTIES:
New 7 x9 x9-0 creosote pressure treated crossties made of oak or
similar hardwood shall be accurately spaced at 19 centers throughout
the length of the crossing. After the panel sections have been properly
located, holes shall be bored.
DR AINAGE:
If the crossing has an existing pipe system for drainage, the
installation of the new perforated pipes of equal size wrapped with
non-woven filter fabric will be required at the locations in the section
view.
36 MIN
Beveled Panel End
9
17 31 31 17
A
D
C C
D
9-0
28 28
7
n
2
ITEM DESCRIPTION I TEM N U M B ER
RAIL WEIGHT
115#
9-0 CROSSING PLANK EDGE
136#
9-0 CROSSING PLANK EDGE
135#
136#
9-0 CROSSING PLANK CENTER
9-0 CROSSING PLANK CENTER
X 12 TIMBER DRIVE SPIKE
BILL OF MATERIALS
Ballast through crossing to be a minimum of 12 below tie, ensure
tie crib on each side of crossing is em pty.
be x12 . Each section shall be drilled in the field to receive 8
x 12
8-12-96
NONE
WLC
4-27-07
PREFABRICATED SECTIONAL
TREATED TIMBER ROAD CROSSING
RB-602
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAW N BY:
7/23/2019 KCS-Standards (2 de 2)
19/85
7/23/2019 KCS-Standards (2 de 2)
20/85
7/23/2019 KCS-Standards (2 de 2)
21/85
APPROVED BY:
CHIEF ENGINEER
DATE: D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A W N B Y :
4 21 6
NONE
DL L
4 27 7
STANDARD CLEARANCES
FOR NEW INSTALLATIONS
RB-702
SIGNAL AND SWITCH
STANDS BETWEEN
TRACKS
6-0
6-0
TOP OF RAIL
C OF TRACK
N O T E :
REFER TO STATE MINIMUM REGULATIONS
ALL POLES & POSTS
LOW PLATFORM
HIGH PLATFORM
STATE REGULATION GOVERNS
25-0 M AIN TRACKS
15-0
TEAM TRACKS
HOUSE TRACKS
INDUSTRY TRACKS
REPAIR TRACKS
CABOOSE TRACKS
TWO OR MORE PARALLEL TRACKS
20-0
15-0
ALL STRUCTURES
LADDER TRACKS
LADDER TRACKS
20-0
20-0
15-0
15-0
15-0
15-0
15-0
9-0
9 -0
L
23-0
8-6
9-0
7/23/2019 KCS-Standards (2 de 2)
22/85
7/23/2019 KCS-Standards (2 de 2)
23/85
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A W N B Y :
IN COMPLIANCE WITH NATIONAL ELECTRICAL SAFTEY
CODE FOR GIVEN TEMPERATURE AND WIND LOAD
CONDITIONS
V O L T A G E (T O G R O U N D )
MINIMUM CLEARANCE
REQUIRED ABOVE TOP RAIL
MINIMUM CLEARANCE
REQUIRED ABOVE
COMMUNICATION SIGNAL
LINE INCLUDING STATIC WIRES
INSULATED COMMUN ICATION WIRELINES
NON-INSULATED COMMUNICATION W IRELINES
SHIELDED OR INSULATED POWER W IRELINES 0-750 VOLTS
SHIELDED OR INSULATED POWER WIRELINES (LASHED TO
BARE GROUND MESSEN GER) 750V - 2.9 K V
OPEN SUPPLY CONDUCTORS
0 - 750 VOLTS
OPEN SUPPLY CONDUCTORS
751 V - 22 K V
50 K V
100 K V
150 K V
200 K V
23.5 FT. (7.16M )
24 FT. (7 .32M)
24 FT. (7 .32M)
24 .5 FT. (7 .47M)
24.5 FT. (7.47M )
26 .5 FT. (8 .1M)
27 .5 FT. (8 .38M)
29 .2 FT. (8 .9M)
30.8 FT. (9.39M)
32.5 FT. (9.91M)
4 FT. (1 .22M)
4 FT. (1 .22M)
4 FT. (1 .22M)
4 FT. (1 .22M)
4 FT. (1 .22M)
6 FT. (1 .83M)
6 FT. (2 .29M)
7.5 FT. (2 .74M)
9 FT. (2 .74M)
11 FT. (3 .35M)
ALWAY S REFER TO CURRENT NATIONA L ELECTRIC SAFTEY CODE BEFORE INSTALLATION OR CONSTRU CTION OF POWER WIRELINES.
4 21 6
NONE
DL L
4 27 7
WIRE LINE CLEARANCE CHART
RB 704
7/23/2019 KCS-Standards (2 de 2)
24/85
M A R K E R T A G 7
PS
SPL = 150 FT.
L E VE L
PER 30 FT.
M A R K E R T A G 4 M A R K E R T A G 3
M A R K E R T A G 6
M A R K E R T A G 2
PS
SPL = 150 FT.
L E VE L
PER 30 FT.
M A R K E R T A G 1
2
3
INFORMATION
TO BE
PLACED
ON
MARKER
TA G
ON TIE
L E VE L
PCS
D = 1-45-30
FULL = 1
PSC
D = 1-45-30
FULL = 1
PC C
D = 3-15-00
FULL = 3
D
FULL = 1
M A R K E R T A G 5
TAGS 5 AND 6 ARE
F O R C O M P O U N D C U R V E U S E O N L Y
PCS D = 1-45-30 D = 1-45-30 PSC
3
DIA HOLES
I N F O R M A T I O N T O B E P L A C E D I N W R I T TI N G O N R A I L
L E VE L
PT SL = 150
1 FULL 1 FULL
L E VE L
SL = 150 PS
HIGH RAIL
L O W R A I L
DIR E C T ION OF ASC E NDING MIL E POST S
T Y P I C A L T A G L O C A T I O N O N C O N C R E T E T I E S
H I G H S I D E O F C U R V E
12
T Y P I C A L T A G L O C A T I O N F O R W O O D T I E S
H I G H S I D E O F C U R V E
SILVER RAIL MARKING PAINT
MANUS - PRENE 65-A
I T E M N U M B E RTEM DESCRIPTION
2
1
2
x 3
1
2
MARKER TAGS
T
G
T
G
T
N
G
N
T
S
P
U
R
V
T
G
T
G
T
N
G
N
T
S
P
R
U
R
V
R
U
R
V
R
U
R
L
R
V
F I G U R E 3
C O M P O U N D C U R V E J O I N E D B Y S P I R A L C U R V E
T
T
T
N
N
T
S
P
R
L
U
R
V
P
S
P
S
U
U
G
R
U
R
V
T
T
N
N
T
S
P
U
V
U
R
U
R
V
T
G
T
G
T
N
G
N
T
R
U
R
V
S
T
F I G U R E 2
C UR VE S IN OPPOSIT E DIR E C T IONS
J O I N E D B Y S H O R T T A N G E N T
NOTES:
MARKER TAGS LOCATED ON A TIE TO BE REPLACED, WILL BE REMOVED AND
ATTACHED TO REPLACEMENT TIE BY THE TIE GANG.
CURVE INFORMATION THAT IS REMOVED BY THE REPLACEMENT OF EXISTING
RAIL, WILL BE MARKED ON THE NEW RAIL BY THE CURVE GANG.
CURVES WITH THROWS OF MORE THAN 3 OR IN MULTIPLE TRACK
TERRITORIES WITH CLOSE TRACK CENTERS WILL HAVE EACH SURVEY
POINT PINNED AT 60 INTERVALS IN THE SPIRAL AND 100
INTERVALS IN THE CIRCULAR CURVE.
CURVES WITH THROWS OF 3 OR LESS WILL BE PINNED AT THE CURVE
CONTROL POINTS ONLY. (PS PSC PCS PT)
T
G
7
T
G
T
G
T
N
G
N
T
S
P
R
U
R
V
T
U
U
T
G
7
T
G
T
G
T
N
G
N
T
S
P
R
U
R
V
L
L
C I R C U L A R C U R V E W I T H S P I R A L C U R V E S T O O S H O R T T O H O L D M I N I M U M
DIST ANC E R E QUIR E D FOR E AC H INC H C HANGE IN T HE SUPE R E L E VAT ION
T
T
T
N
N
T
S
P
U
V
T
G
T
N
G
N
T
U
R
V
T
G
F I G U R E 4
C OMPOUN D C UR VE JOINE D WIT HOUT SPIRAL C UR VE
R
T
G
TG
T
N
G
N
T
SP
R
UR
V
T
T
T
N
N
T
S
P
U
V
F I G U R E 1
C IR C UL AR C UR VE WIT H SPIR AL C UR VE S
V
1 MAR KE R T AGS T O B E MANUF AC T UR E D
FROM
16
GAGE AL UMINUM.
2)USE MANUS-PRENE 65-A TO ADHERE
CURVE TAG TO CONCRETE TIES.
3)MARKER TAGS WILL BE PLACED
APPROXIMATELY 12 INCHES FROM
BASE OF HIGH RAIL.
4-21-06
NONE
RG T
4-27-07
CURVE MARKINGS
RB-801
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A W N B Y :
7/23/2019 KCS-Standards (2 de 2)
25/85
2^-00
DE GR E E
O F CU RV E
IN DEGREE/
MIN/SE C
DECIMAL
DE GR E E
O F CU RV E
SPEED IN MILES PER HOUR
10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90
1^-30
1^-00
0^-30
4^-00
3^-30
3^-00
2^-30
6^-00
5^-30
5^-00
4^-30
8^-00
7^-30
7^-00
6^-30
12.0^
9^-00
0.5^
1.0^
1.5^
2.0^
3.0^
3.5^
4.0^
4.5^
5.0^
5.5^
6.0^
6.5^
7.0^
7.5^
8.0^
9.0^
2.5^
10.0^
11 .0^
12^-00
11^-00
10^-00
1
2 4
3
1
3
2
1
2
2
1
1
4
3
3
2
4
4
3
1
4
1
1
2 3
1
2
3
2 3 4
1
2
1
4
2 3 4
4
2 3
4
4
3
4
2
4
1
4
1
3
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
1
1
1
1
1 1 1 1 1 1 1
1
1
1
1 1 1 1 1
E = E L E V A T I O N O F T H E O U T S I D E R A I L I N I N C H E S
D = D E G R E E O F C U R V E I N D E C I M A L D E G R E E F O R M A T
S = SPEED IN MILES PER HOUR
C O N V E R S I O N S A R E A S F O L L O W S :
E = S(0.0007SD)-1
R = RADIUS OF CURVE IN FEET
D = 5729.578
S(max.) = E + 1
R
(0.0007)D
NOTES:
T H E S E R E Q U I R E M E N T S D O N O T R E P R E S E N T M A I N T E N A N C E S T A N D A R D S ;
T H E R E F O R E , D O N O T U S E T H E M T O D E T E R M I N E A P P R O V E D E L E V A T IO N
W H E N S U R F A C I N G A N D L I N I N G E X I S T IN G C U R V E S .
F O R E X I S T I N G C U R V E S , U S E C U R V E D A T A I N F O R M A T I O N I N T H E C U R V E
DATA HANDB OOK.
NO SUPERELEVATION (E) GREATER THAN 4 SHALL BE INSTALLED
4-25-06
NONE
RG T
4-27-07
SUPERELEVATION OF CURVES
1 UNBALLANCED
RB-802
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A W N B Y :
7/23/2019 KCS-Standards (2 de 2)
26/85
2^-00
DE GR E E
O F CU RV E
IN DEGREE/
MIN/SE C
DECIMAL
DE GR E E
O F CU RV E
SPEED IN MILES PER HOUR
10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90
1^-30
1^-00
0^-30
4^-00
3^-30
3^-00
2^-30
6^-00
5^-30
5^-00
4^-30
8^-00
7^-30
7^-00
6^-30
12.0^
9^-00
0.5^
1.0^
1.5^
2.0^
3.0^
3.5^
4.0^
4.5^
5.0^
5.5^
6.0^
6.5^
7.0^
7.5^
8.0^
9.0^
2.5^
10.0^
11 .0^
12^-00
11^-00
10^-00
1 1
3
3
1
2
1
1
4
3
2 3
1
3
1
1
2 4
1
2
4
3
3
2
1
3
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 1
1
1
1
1
1
1 1 1 1 1 1 1
1
1
1
1 1 1 1 1
1
1
1
2
2
1
1
1
1
1
1
2
2
3
3
1
1
1
2
4
4
1
2
3
3
1
2
3
2
1
3
1
3
4
2 2
4
1
3 3
4
NOTES:
T H E S E R E Q U I R E M E N T S D O N O T R E P R E S E N T M A I N T E N A N C E S T A N D A R D S ;
T H E R E F O R E , D O N O T U S E T H E M T O D E T E R M I N E A P P R O V E D E L E V A T IO N
W H E N S U R F A C I N G A N D L I N I N G E X I S T IN G C U R V E S .
F O R E X I S T I N G C U R V E S , U S E C U R V E D A T A I N F O R M A T I O N I N T H E C U R V E
DATA HANDB OOK.
NO SUPERELEVATION (E) GREATER THAN 4 SHALL BE INSTALLED
E = E L E V A T I O N O F T H E O U T S I D E R A I L I N I N C H E S
D = D E G R E E O F C U R V E I N D E C I M A L D E G R E E F O R M A T
S = SPEED IN MILES PER HOUR
C O N V E R S I O N S A R E A S F O L L O W S :
E = S(0.0007SD)-1
R = RADIUS OF CURVE IN FEET
D = 5729.578
S(max.) = E + 1
R
(0.0007)D
4-25-06
NONE
RG T
4-27-07
SUPERELEVATION OF CURVES
1 1/2 UNBALLANCED
RB-803
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A W N B Y :
7/23/2019 KCS-Standards (2 de 2)
27/85
2^-00
DE GR E E
O F CU RV E
IN DEGREE/
MIN/SE C
DECIMAL
DE GR E E
O F CU RV E
SPEED IN MILES PER HOUR
10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90
1^-30
1^-00
0^-30
4^-00
3^-30
3^-00
2^-30
6^-00
5^-30
5^-00
4^-30
8^-00
7^-30
7^-00
6^-30
12.0^
9^-00
0.5^
1.0^
1.5^
2.0^
3.0^
3.5^
4.0^
4.5^
5.0^
5.5^
6.0^
6.5^
7.0^
7.5^
8.0^
9.0^
2.5^
10.0^
11 .0^
12^-00
11^-00
10^-00
1 1
3
2
2
1
3
2
1
3
1
2
1
1
2 3
1
3
3
3
2
1
3
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
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
3
1
1
2
1
1
1
1
1
1
2
2
3
4
1
1
3
4
4
1
2
2
3
4
1
1
3
4
1
1
4
4
3
4
1
2
4
1
2
4
2
1
3
1
NOTES:
T H E S E R E Q U I R E M E N T S D O N O T R E P R E S E N T M A I N T E N A N C E S T A N D A R D S ;
T H E R E F O R E , D O N O T U S E T H E M T O D E T E R M I N E A P P R O V E D E L E V A T IO N
W H E N S U R F A C I N G A N D L I N I N G E X I S T IN G C U R V E S .
F O R E X I S T I N G C U R V E S , U S E C U R V E D A T A I N F O R M A T I O N I N T H E C U R V E
DATA HANDB OOK.
NO SUPERELEVATION (E) GREATER THAN 4 SHALL BE INSTALLED
E = E L E V A T I O N O F T H E O U T S I D E R A I L I N I N C H E S
D = D E G R E E O F C U R V E I N D E C I M A L D E G R E E F O R M A T
S = SPEED IN MILES PER HOUR
C O N V E R S I O N S A R E A S F O L L O W S :
E = S(0.0007SD)-1
R = RADIUS OF CURVE IN FEET
D = 5729.578
S(max.) = E + 1
R
(0.0007)D
4-25-06
NONE
RG T
4-27-07
SUPERELEVATION OF CURVES
2 UNBALLANCED
RB-804
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A W N B Y :
7/23/2019 KCS-Standards (2 de 2)
28/85
2^-00
DE GR E E
O F CU RV E
IN DEGREE/
MIN/SE C
DECIMAL
DE GR E E
O F CU RV E
SPEED IN MILES PER HOUR
10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90
1^-30
1^-00
0^-30
4^-00
3^-30
3^-00
2^-30
6^-00
5^-30
5^-00
4^-30
8^-00
7^-30
7^-00
6^-30
12.0^
9^-00
0.5^
1.0^
1.5^
2.0^
3.0^
3.5^
4.0^
4.5^
5.0^
5.5^
6.0^
6.5^
7.0^
7.5^
8.0^
9.0^
2.5^
10.0^
11 .0^
12^-00
11^-00
10^-00
1
2
1
1
2
1
2
1
1
1
1
2
1
2
2
2
1
2
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
1
1
1
1
1 1 1 1 1 1 1
1
1
1
1 1 1 1 1
NOTES:
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
1
1
1
1
1
1
2
3
1
2
3
3
1
1
1
2
3
1
2
3
1
3
3
2
3
1
3
1
3
1
1
2
1
1
1
1
1
1
1
4
1
1
3
1
3
4
1
4
1
4
1
4
1 1
4
1
4
3 4
T H E S E R E Q U I R E M E N T S D O N O T R E P R E S E N T M A I N T E N A N C E S T A N D A R D S ;
T H E R E F O R E , D O N O T U S E T H E M T O D E T E R M I N E A P P R O V E D E L E V A T IO N
W H E N S U R F A C I N G A N D L I N I N G E X I S T IN G C U R V E S .
F O R E X I S T I N G C U R V E S , U S E C U R V E D A T A I N F O R M A T I O N I N T H E C U R V E
DATA HANDB OOK.
NO SUPERELEVATION (E) GREATER THAN 4 SHALL BE INSTALLED
E = E L E V A T I O N O F T H E O U T S I D E R A I L I N I N C H E S
D = D E G R E E O F C U R V E I N D E C I M A L D E G R E E F O R M A T
S = SPEED IN MILES PER HOUR
C O N V E R S I O N S A R E A S F O L L O W S :
E = S(0.0007SD)-1
R = RADIUS OF CURVE IN FEET
D = 5729.578
S(max.) = E + 1
R
(0.0007)D
4-25-06
NONE
RG T
4-27-07
SUPERELEVATION OF CURVES
3 UNBALLANCED
RB-805
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A W N B Y :
7/23/2019 KCS-Standards (2 de 2)
29/85
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A WN B Y :
4 21 6
NONE
RG T
4 27 7
VERTICAL CURVE D ESIGN
RB 806
G1
G2
SAG CURVE
G1 AND G2 DESIGNATE GRADES IN PERCENT
L = LENGTH OF CURVE IN 100 STATIONS
V = ALGEBRAIC DIFFERENCE IN GRADE S IN PERCENT (G2-G1)
V/L = AVERAGE CHANGE IN GRADE EVERY 100 STATION
ALL MAIN TRACKS SAG V/L .06 SUMMIT V/L .10
BRANCH TRACK SPEEDS
40 MPH AND GREATER
BRANCH TRACK SPEEDS
LESS THAN 40 MPH
YARD TRACKS
INDUSTRIAL LEADS
INDUSTRY TRACKS
SAG V/L .06 SUMMIT V/L .10
SAG V/L .12 SUMMIT V/L .20
SAG V/L .40 SUMMIT V/L .80
SAG V/L .60 SUMMIT V/L 1.00
SAG V/L 1.20 SUMMIT V/L 2.00
L =LENGTH OF CURVE IN 100 STATIONS
G1 G2
SUMMIT CURVE
L =LENGTH OF CURVE IN 100 STATIONS
V
V/L = (G1-G2)
L
7/23/2019 KCS-Standards (2 de 2)
30/85
7/23/2019 KCS-Standards (2 de 2)
31/85
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A W N B Y :
FRONT VIEW
GENERAL NOTES:
BOTH SIDES OF SIGN TO BE UNPAINTED. LETTERS TO BE BLACK. SIGN
TO BE CUT FROM 6061 T6 MILL FINISH FLAT ALUMINUM SHEET, 0.125
THICK. ATTACH SIGN TO MASON RY WITH FOUR
5
16
EXPANSION BOLTS;
T O WO O D E N PO ST S O R SI L L S WI T H FO U R
5
16
LAG SCREWS. SIGNS
SHALL BE USED UNDER ALL OVERHEAD OBSTRUCTIONS HAVING A
CLEARANC E OF 27-0 OR LESS ABOVE TOP OF HIGH RAIL. IN TUNNELS
THEY SHALL BE PLACED AT PORTALS AND AT ANY INTERIOR POINTS
WHERE MINIMUM SECTION OR CHANGE IN GRADIENT REQUIRES
CURVE T A N G E N T
D O N O T R A IS E
T O P O F R A IL
A B O V E T H IS
LEVEL
C
L
MARKER
LETTERING TO BE 3/16 IN WIDTH. DRILL ALL HOLES 3/8 DIA.
3/4
9
5 1/2
3/4
1 1/8
3/4
1 1/8
3/4
1 1/8
2 1/4
1 1/8
12
2 1/4
5 1/2
CONSIDERATION.
3 7 2
NONE
DL L
4 27 7
TOP OF RAIL MARKER
S-101
7/23/2019 KCS-Standards (2 de 2)
32/85
7/23/2019 KCS-Standards (2 de 2)
33/85
7/23/2019 KCS-Standards (2 de 2)
34/85
7/23/2019 KCS-Standards (2 de 2)
35/85
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
18 Gage S teel, G-60 Galvanized, Phosphatize.
Engineering Grade Green Background.
are to be applied to any portion o f target.
3
4 7/16
4 7/16
3
2 1/8
7/16
L
Dia. Hole
7/16
L
Dia. Hole
7/16
L
Dia. Hole
7/16
L
Dia. Hole
11
Engineering Grade Red Background.
Dimensionally. The only difference is color.
No num bers, symbols or lettering etc...,
**
7/16
L
Dia. Hole
C
L
Track
Tie
Application
N.T.S.
Switch
Stand
A
B
or
outside of the center line of track,
when rotating the switch.
C
L
1 1/4 Square Tubing
3
3
4 7/16
4 7/16
3
2 1/8
7/16
L
Dia. Hole
7/16
L
Dia. Hole
7/16
L
Dia. Hole
7/16
L
Dia. Hole
TARGET
SQUARE TUBING
1 1/4 Steel Square Tubing
1/4 Wall Thickness
11 in length
NUT, BOLT & WASHER
Target A
Target B
(SEE NOTE:)
NOTE: Target A and Target B are the same
(Target A , both sides)
(Target B , both sides)
Note: Target A or B must face to the
Locking Nut & Washer
NC Grade 5, Hex Head Bolt
2 1/4 Bolt Length X 3/8 Dia. with
0.6250
R0.5000
R0.5000
11.0000
10.5000
1.2500
1 .0000
0.6250
10-1-02
N O N E
DL L
4-27-07
YARD LEAD SWITCH STAND TARGET,
STEEL SQUARE TUBING AND ASSEMBLY
S-105
DESCRIPTION
ITEM NO.
1046001
1046002
7/23/2019 KCS-Standards (2 de 2)
36/85
7/23/2019 KCS-Standards (2 de 2)
37/85
7/23/2019 KCS-Standards (2 de 2)
38/85
7/23/2019 KCS-Standards (2 de 2)
39/85
3 MIN.
6
AA
5-8
6
1-0 2
2
2
1
1
1-0
2-0
4
4
1
1
1 RAD.(TYP.)
Q U A N TITY
1 EA.
DOUBLE POST MOUNTING BOLTS DIA. X 1
G A L V A N I Z E D R O U N D H E A D S Q U A R E N E C K M A C H I N E
BOLT WITH LOCK NUT AND WASHER.
DIA. X 2 GALVANIZED ROUND HEAD SQUARE
NECK MACHINE BOLT WITH LOCK NUT AND WASHER.
2 LB. PER LIN. FT. GALVANIZED FLANGED CHANNEL
STEEL POST. 8-0 LONG WITH DIA. MOUNTING
HOLES, ON 1 CENTERS AND POST IS SUPPLIED WITH
POINTED END.
2 EA.
2 EA.
1 EA.
ITEM DESCRIPTION ITEM NUM BER
-
CS-36 NO TRESPASSING SIGN .18GAGE STEEL G-60
GALVANIZED, PHOSPHATIZE. WIDE BLACK LETTERS,
WIDE BLACK BORDER.
TOP OF STEEL SIGN POST
POINTED END
G R O U N D L I N E
FIELD SIDE
TOP OF
NEAR RAIL
(TRACK SIDE)
12 MIN.
P O S T O V E R L A P
DETAIL A
3
1
.116
HOLE IN
P O S T
POST 2 LBS.
PER LINEAL
FO O T
X 1
M A C H I N E B O L T W I T H
N U T A N D C U T
WA SH E R
4-21-06
N O N E
RG T
4-27-07
NO TRESPASSING SIGN
S-109
1001121
1301891
1301851
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
7/23/2019 KCS-Standards (2 de 2)
40/85
7/23/2019 KCS-Standards (2 de 2)
41/85
7/23/2019 KCS-Standards (2 de 2)
42/85
2
2
6
2
7
7
8
9
y
p
Top/Post
Q U A N TITY
1 EA.
DOUBLE SING MOUNTING BOLTS DIA. X 1
G A L V A N I Z E D R O U N D H E A D S Q U A R E N E C K M A C H I N E
BOLT WITH LOCK NUT AND WASHER.
DIA. X 2 GALVANIZED ROUND HEAD SQUARE
NECK MACHINE BOLT WITH LOCK NUT AND WASHER.
2 LB. PER LIN. FT. GALVANIZED FLANGED CHANNEL
STEEL POST. 8-0 LONG WITH DIA. MOUNTING
HOLES, ON 1 CENTERS AND POST IS SUPPLIED WITH
POINTED END.
2 EA.
2 EA.
1 EA.
ITEM DESCRIPTION
ITEM NUM BER
-
CS- SPEED BUMP SIGN .18GAGE STEEL G-60
GALVANIZED, PHOSPHATIZE. WIDE BLACK LETTERS,
WIDE BLACK BORDER.
POINTED END
GR OUND L I NE
AA
TOP OF
NEAR RAIL
(TRACK SIDE)
12 MIN.
P O S T O V E R L A P
DETAIL A
3
1
116
HOLE IN
P O S T
POST 2 LBS.
PER LINEAL
FO O T
X 1
M A C H I N E B O L T W I T H
N U T A N D C U T
WA SH E R
4 6 99
N O N E
MC V
4 27 07
SPEED BUMP SIGN
S-112
1001121
1301891
1301851
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
7/23/2019 KCS-Standards (2 de 2)
43/85
7/23/2019 KCS-Standards (2 de 2)
44/85
2
6-0
1-6 1-6
Top/Natural Ground
3-0
6
6
6
2
Notes:
2
2
9
10 10
3
3
5
3
6
2
2
2
0.080 inch Phosphatize Steel
Engineering Grade Background
with 1 inch Wide B lack Letters.
All holes are in Diameter.
6-3/8 x 3 Hex Lag Bolts with
Flat washers. Backfill 2-4x4x
11-10 CCA treated posts with
concrete.
4-26-06
NONE
RG T
4-27-07
PRIVATE ROAD SIGN
S-114
DESCRIPTION
ITEM NO.
WOOD POST 4 x 6 x 16 2000031
4 X 6 X 16-0 CCA
Treated Lumber
Posts backfilled
with Concrete
1301891
5/16 x 1 1/4 MACHINE BOLT
5/16 x 2 MACHINE BOLT
1301851
KCS-, PRIVATE ROAD SIGN
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
7/23/2019 KCS-Standards (2 de 2)
45/85
7/23/2019 KCS-Standards (2 de 2)
46/85
G R O U N D L E V E L
7
^
3
2
1
1
2
3
2
2
dia.
dia.
1
1
1-7
(IF REQUIRED)
SEE
D E T A I L
> A N Y T R A C K
9-0 (MIN.)
THIS STRUCTURE WILL
NOT CLE R M N ON
TOP OR SIDE OF C R
2 2
^
3
2
1
1
2
3
2
2
dia.
dia.
1
1
1-7
THIS STRUCTURE WILL
NOT CLE R M N ON
TOP OR SIDE OF C R
2 2
DETAIL
4 x 6 C.C.A. WOOD POST
13-3-97
NONE
KLW
4-27-07
STRUCTURE WILL NOT CLEAR SIGN
S-116
1 TO 4
1
GROUND
LINE
1 AT RIGHT
ANGLE TO LOWER 1
BREAK AWAY HOLES
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAW N BY:
7/23/2019 KCS-Standards (2 de 2)
47/85
2 2
2
4
2
2
2
12
3 MIN.
6
6
AA
L E NGT H AS R E QUI R E D
LETTERED ON BOTH SIDES
ALLOWING POST NOT TO OBSTRUCT
S T A T IO N N A M E
QUANTITY
KCS-17 CONTROL POINT SIGN .080 ALUMINUM
REFLECTIVE SHEETING, CUSTOM FOR EACH LOCATION.
1 EA.
DOUBLE POST MOUNTING BOLTS DIA. X 1
G A L V A N I Z E D R O U N D H E A D S Q U A R E N E C K M A C H I N E
BOLT WITH LOCK NUT AND WASHER.
DIA. X 2 GALVANIZED ROUND HEAD SQUARE
NECK MACHINE BOLT WITH LOCK NUT AND WASHER.
2 LB. PER LIN. FT. GALVANIZED FLANGED CHANNEL
STEEL POST. 8-0 LONG WITH DIA. MOUNTING
HOLES, ON 1 CENTERS AND POST IS SUPPLIED WITH
POINTED END.
2 EA.
2 EA.
1 EA.
ITEM DESCRIPTION
IT E M N U M B E R
-
NOTES:
2) PLACE SIGN NO CLOSER THAN 15 FROM > OF TRACK.
1) WHEN SIGN LENGTH EXCEEDS 30 , USE 2 POSTS.
TO CALCULATE SIGN LENGTH, MULTIPLY NUMBER
OF LETTERS AND SPACES BY 4 AND ADD 8.
POINTED END
G R O U N D L I N E
> SIGN
AND P OS T
12 MIN.
P OS T
OVERLAP
TOP POST
DIA. HOLES (TYP.)
DETAIL A
3
1
.116
HOLE IN
P OS T
POST 2 LBS.
PER LINEAL
FOOT
X 1
M AC HI NE B OL T W I T H
N U T A N D C U T
WASHER
0.080 6061-T6 Aluminum Reflective
Sheeting Background with 1 inch Wide
Black Letters. All holes are 3/8 DIA.
TOP OF RAIL
4-21-06
N O N E
RG T
4-27-07
CONTROL PO INT SIGN
S-117
1001121
1301891
1301851
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
7/23/2019 KCS-Standards (2 de 2)
48/85
8
1
1
3
6
SQ. HOLE
(TYP)
R
8
1
1
3
6
SQ. HOLE
(TYP)
R
USE IN MILE POST MARKERS, CROSSBUCK SIGNS AND WHISTLE SIGNS.
INSTALL WITH x 2 CARRIAGE BOLTS WITH NYLOCK NUT.
SIGNS TO BE 0.80 3105 ALUMINUM SHEET.
BACKGROUND TO BE HIGH INTENSITY SILVER.
6 NUMERAL SIGN
6 LETTER SIGN
1
SQ. HOLE
(TYP)
R
3
3 LETTER SIGN
1
SQ. HOLE
(TYP)
R
3
3 NUMERAL SIGN
USE IN MARKING BRIDGES, TRESTLES AND CULVERTS.
INSTALL WITH x 2 CARRIAGE BOLTS WITH NYLOCK NUT.
SIGNS TO BE 0.80 3105 ALUMINUM SHEET.
BACKGROUND TO BE HIGH INTENSITY SILVER.
6 NUMBERS
1
2
3
4
5
6
7
8
9
0
N U M E R A L ITEM No.
3 NUMBERS
1
2
3
4
5
6
7
8
9
0
NUMERAL ITEM No.
6 LETTERS
A
B
C
D
E
F
G
H
I
J
LETTER
ITEM No.
K
L
N
O
P
Q
R
S
T
U
V
X
Y
Z
3 LETTERS
A
B
C
D
E
F
G
H
I
J
LETTER
ITEM No.
K
L
N
O
P
Q
R
S
T
U
V
X
Y
Z
5 30 06
N O N E
RG T
4 27 07
NUMBERS AND LETTERS
S-118
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
7/23/2019 KCS-Standards (2 de 2)
49/85
A
B
> T R A C K
24 MAX
TOP OF RAIL
A N D SI G N A L FO U N D A TI O N
> T R A C K
14 -4
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAW N BY:
6
> SIGNAL
F O U N D A T I O N
E A R T H B E R M D I M E N S IO N S
FOR INSTALLATION OFYP E
A B
I N S T R U M E N T C A S E O R G R O U N D S I G N A L
I N S T R U M E N T C A S E A N D G R O U N D S I G N A L
BRIDGE OR CANTILEVER
INSTRUMENT HOUSE
21 -0
27 -0
27 -0
33 -0
16 -0
26 -0
26 -0
35 -0
1
2
3
4
EMBANKMENT
S H O U L D E R
EMBANKMENT
S H O U L D E R
SUBGRADE
BALLAST
24:1 SLOPE
11-12-02
NONE
RG T
4-27-07
SIGNAL BERMS
S-119
7/23/2019 KCS-Standards (2 de 2)
50/85
9
2
3
6
3
2
6
2
2
2
2-0
1 LETTERS
SPACING
T O P O F R O A D W A Y
G R O U N D L I N E
4
I
6
6
3
2
2
2
SEE X DETAIL
2
1 R (TYP)
G R O U N D L I N E
AAR/DOT AS WELL AS
STATE CROSSING ID NO.
M A R K E R S S H O U L D B E
SHOWN ON THE ROADWAY
SIDE OF THE POST
90^
2 (TYP)
6 (TYP)
DETAIL X
N O T E S
1) PRIVATE CROSSING SIGN TO BE 3290 SILVER 3M HIGH INTENSITY G RADE
BACKGROUND ON 0.80 SHEET ALUMINUM.
2) AT ALL PRIVATE ROADWAY GRADE CROSSINGS WHERE THE GENERAL PUBLIC
HAS ACCESS AND ARE NOT OTHERWISE EQUIPPED WITH TRAIN ACTIVATED
WARNING DEVICES, ONE SIGN IS TO BE PLACED TO THE RIGHT OF EACH
APPROACH. THE SIGNS ARE NOT INTENDED FOR USE AT IN-PLANT
INDUSTRIAL CROSSINGS. CROSSINGS BETWEEN FARM FIELDS OR SIMILAR
RESTRICTED LOCATIONS, EXCEPT IN STATES WHERE REQUIRED BY LAW.
3) SIGN LOCATION SHOULD BE 15 FROM THE CENTERLINE OF THE NEAREST
TRACK WITH THE CENTER OF POST NO LESS THAN 8 FROM THE EDGE OF
THE TRAVELED ROADWAY. POSITION THE SIGN TO PROVIDE THE BEST
VIEW FROM THE ROADWAY APPROACH.
EMERGENCY
SIGN
K C S E M E R G E N C Y C O N T A C T
INFORMATION WILL BE MOUNTED
ON BACK SIDE OF STOP SIGN
4 x 6 x 16-0
(See Dwg S0116)
ITEM
ITEM No.
STOP SIGN
PRIVATE CROSSING SIGN
EM ERGENCY SIGN
POST 4 x 6 x 16-0
NO TRAIN HORN SIGN
7-7-06
N O N E
RG T
4-27-07
PRIVATE ROADWAY
GRADE CROSSING SIGN
NEW INSTALLATION)
S-120
2000001
2000011
2000021
2000031
2000041
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
7/23/2019 KCS-Standards (2 de 2)
51/85
10
5
3
1 15 07
NONE
RG T
4 27 07
EM ER GENC Y SIGN
S-121
ITEM No. 2000021
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
7/23/2019 KCS-Standards (2 de 2)
52/85
7/23/2019 KCS-Standards (2 de 2)
53/85
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A WN B Y :
TYPICAL CROSS-BUCK
R
O
N
R
R
O
9
T R A C K S
9-0
4-0-0
2-0
M AX.
NOT E :
PLA C E FA C E O F SIG N S IN TH E SA ME PLA N E A N D TH E STO P SIG N C LO SEST TO TH E TR A V ELED WA Y .
TYPICAL CROSS-BUCK
R
O
N
R
R
O
9
TRACKS
9-0
4-0-0
2-0
M AX.
WOOD POST
EMERGENCY SIGN
TO B E M O U N TED B ELO W TH E
C R O S S B U C K O N T H E R O A D S I D E
OF POST FACING DRIVER
6
2 in. WHITE REFLECTIVE
STRIP ON FRONT AND BACK
2 in. WHITE REFLECTIVE
STRIP ON FRONT AND BACK
2 5 7
NONE
RG T
4 27 7
RAILROAD HIGHWAY CROSSING SIGN
S-123
7/23/2019 KCS-Standards (2 de 2)
54/85
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
RIGHT HAND TURNOUT
3 7 2
N O N E
DL L
4 27 7
TURNOUT NOMENCLATURE
TO 101
FACING POINT M OVE
TRAILING POINT MOVE
CURVED CLOSURE RAIL
STRAIGHT STOCK RAIL
MAINLINE GUARD RAIL
FROG
HEEL OF FROG
TOE OF FROG
STRAIGHT CLOSURE RAIL
CLOSED POINT
OPEN POINT
TURNOUT GUARD RAIL
POINT OF
SWITCH (P .S .)
BENT STOCK RAIL
TURNOUT
LEAD
1
2
PT. OF FROG.
EQUILATERAL TURNOUT
RIGHT HAND TURNOUT
LEFT HAND TURNOUT
SWITCH
CLOSURE
LAST SWITCH TIE
7/23/2019 KCS-Standards (2 de 2)
55/85
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A W N B Y :
PREFERRED ARRANGEMEN T
MINIMUM ARRANGEMENT
10 M PH T .O .
10 M PH T .O .
MINIMUM ARRANGEMENT
PREFERRED ARRANGEMEN T
MINIMUM ARRANGEMENT
20 M PH T .O .
40 M PH T .O .
40 M PH T .O .
PREFERRED ARRANGEMEN T
20 M PH T .O .
50-0
85-0
85-0
120-0
125-0
4 21 6
NONE
RG T
4 27 7
FACING POINT TURNOUT ARRANGEMENT
(NE W CONS T RUCT ION)
TO 102
300-0
7/23/2019 KCS-Standards (2 de 2)
56/85
q
EN D
TO P.S.
F R O G A N G L E
FROG ANGLE
ABBREVATIONS:
P.S. - POINT OF SWITCH
P.I. - POINT OF INTERSECTION
P L A N O F TU R N O U T
q
TABLE NO. 1
S
E
N
O
S
T
T
H
T
E
S
9 11 12
END TO P.S. Varies Varies Varies
SWITCH POINT LENGTH 16.50 16.50 16.50
P.S. TO FRO G P.I. 30.17 31.25 39.67
LEAD 72.92 83.50 96.67
LENG TH 107.38 124.63 136.00
FROG ANG LE 6^ 21 35 5^ 1218 4^ 46 19
CENTERLINE DEGREE OF CURVE 9^ 20 31 5^ 40 44 5^ 26 01
NOTES:
1. RIGHT HAND TURNOUT SHOW
2. LEFT HAND TURNOUT IS OPPOSITE
3. HEAVY LINES REPRESENT TRACK GAGE LINES
4. TURNOUTS MEET BNSF-UP COMMON STANDARDS SPECIFICATIONS
LENGTH
LEAD
P.S to Frog P.I.
LIMITS OF TURNOUT
Switch Point Length
8-6-96
NONE
WLC
4-27-07
TURNOUT GEOMETRY
FOR INDUSTRY TRACKS
TO-103
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O
K.C.S.
STANDARDS
SCALE:
REV:
DRAW N BY:
7/23/2019 KCS-Standards (2 de 2)
57/85
7/23/2019 KCS-Standards (2 de 2)
58/85
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A W N B Y :
G R EA TE R TH A N 20-0 TR A CK C EN TER S (IN SIDE PLA CE M E NT ) L ESS T H A N 20-0 TRA C K CE N TER S (IN SID E PLA C EM EN T)
YAR D: USE 22R , 36R , 22E OR 36E D ST AND, 5 -0 R OD, 15 -0 HE AD B L OC K T IE S
MAINLINE: USE 36H OR 36EH STAND, 7-0 ROD, 17-0 HEAD BLOCK TIES
L E SS T HAN 20-0 T R AC K C E NT E R S (OUT SIDE PL AC E ME NT )
TYP I C AL ALI GNMENT & P R EF ER R ED S WI TC H S TAND US E
L
L
L
L
L
L
APPLY IRON STRAP ON SWITCH TIES ON OPPOSITE SIDE OF TRACK FROM SWITCH STANDS.
SWITCH STAND
SWITCH TIES
LESS THAN
20-0
L E SS T HAN
20-0
GR E AT E R T HAN
20-0
4 13 6
NONE
RG T
4 27 7
SWITCH STAND TYPE AND PLACEMENT
TO 105
N O T E S :
SWITCH STANDS ARE TO BE PLACED:
1) ON T HE C L OSE D POINT SIDE OF T HE T R AC K WHE N T H E SWIT C H IS L INE D FOR T HE MAIN T R AC K.
2) NO L E SS T HAN 8-6 FR OM T HE C E NT E R OF ANY T R AC K T O ANY PAR T OF T HE ST AND OR T AR GE T IN IT S MOST
RESTRICTIVE POSITION.
3) WIT H T HE HANDL E POINT ING T OWAR D T HE FR OG.
4) FIRMLY ATTACHED TO THE HEAD BLOCK TIES WITH SWITCH STAND MOUNTING KIT.
5 ) FOR INSIDE PL AC E ME NT L E SS T HAN 20 B Y AUT HOR IT Y OF C H IE F E NGINE E R ONL Y.
6) OUTSIDE PLACEMENT PREFERRED.
7/23/2019 KCS-Standards (2 de 2)
59/85
7/23/2019 KCS-Standards (2 de 2)
60/85
7/23/2019 KCS-Standards (2 de 2)
61/85
7/23/2019 KCS-Standards (2 de 2)
62/85
G E N E R A L T U R N O U T D A T A
F R O G N U M B E R
FROG ANGLE
F R OG L E NGT H
LENGTH OF SWITCH
S W I T C H ANGL E
AC T UAL L E AD
RADIUS OF CURVE ( C )
DEGREE OF CURVE ( C )
C E N T R A L A N G L E O F C U R V E
CURVE CLOSURE RAIL
STRAIGHT CLOSURE RAIL
GUAR D R AI L L E NGT H
7
12-0
16-6
62-1
365.59
41-1 1/4
40-10 1/2
9-6
B I L L O F T I E S
LENGTH
9
10
11
12
13
14
15
16
17
22
23
24
T UR NOUT
7
13
6
5
4
5
4
3
5*
L
L
T OE L E NGT H
4-8 1/2
H E E L SPR E A D -SW IT C H
6 1/4
H E E L L E N G T H
7-3 1/2
PS TO PITO
28.83
ITEM No.
* INCLUDES 2 EA. 17
H E A D B L O C K T IE S
Actual Lead 62-1
Frog Angle 810 16
16-6 Switch Points
4 8 1/2
7 3 1/2
Toe
Heel
u
n
o
u
d
6
9
RAIL AND TURNOUT DATA # 7
17-6
6
1
4
o
t
o
o
g
P
F
o
n
d
o
f
S
h
e
5
Heel Spread 6
1
4
No.7 Frog 12-0
11 3/4
19 9/16
2 6 7/8
26-2 1/4
35-10 1/2
45-6 3/4
Toe Spread 7 9/16
Heel Spread 13
6-9 5/8
o
t
o
o
Switch Angle 14622
P.S to End of Switch Ties 88-0
NOTE:
1 0 M I N I M U M T I E S O N M A I N L I N E T U R N O U T .
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
4-21-06
N O N E
DL L
4-27-07
No. 7 TURNOUT GEOM ETRY
& SWITCH TIE LAYOUT
(FOR MAINTENANCE ONLY)
TO-109
G
U
R
R
I
L
S
2 EA. 13 OR 17 SWITCH TIES
12-0 FROG
2 @ 22
3 TO PO IN T O F SWITC H
15
6 @ 21
18
22 @ 21
20
19
6 @ 19 1/2 12 @ 21
16-6
7 EA. 9 TIES
13 EA. 10 TIES
6 EA. 11 TIES
5 EA. 12 TIES
5 EA. 14 TIES
4 EA. 15 TIES
POINT OF SWITCH TO LAST TURNOUT 88-0
ACTUAL LEAD 62-1
4 EA. 13 TIES
3 EA. 16 TIES
3 EA. 17 TIES
15
7/23/2019 KCS-Standards (2 de 2)
63/85
1 0 M I N IM U M T I E S O N M A I N L I N E T U R N O U T .
NOTE:
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
BILL OF TIES
L E N G T H
9
10
11
12
13
14
15
16
17
22
23
24
7
13
6
6
4
5
5
6
6*
HT
4 1/2 TO POINT OF SWITCH
G
U
R
R
I
L
S
13-0 FROG
G EN ER A L TU R N O U T D A TA
FR O G N U MB ER
FR O G A N G LE
FR O G LEN G TH
L E N G T H O F S W I T C H
H E E L S P R E A D - SW I T C H
S W I T C H A N G L E
A C TU A L LEA D
RADIUS OF CURVE ( C )
DEGREE OF CURVE ( C )
CURVE CLOSURE RAIL
STRAIGHT CLOSURE RAIL
G U A R D R A I L L E N G T H
8
13-0
16-6
6 1/4
68-0
487.28
46-7 1/2
46-5
9-6
L
L
T O E L E N G T H
5-1
2 EA. 13 OR 17 SWITCH TIES
H E E L L E N G T H
7-11
PS TO PITO
30.00
* INCLUDES 2 EA. 17
HEAD BLOCK TIES
Actual Lead 68-0
Frog Angle 709 10
16-6 Switch Points
5 1
Toe
Heel
u
n
o
u
d
u
8
7
8
o
i
h
Switch Angle 14622
Rail And Turnout Data # 8
17-6
6
1
4
o
t
o
o
g
P
F
o
n
d
o
f
S
h
e
2
7
Heel Spread 6
1
4
No.8 Frog 13-0
11 7/8
20 9/16
2-8 5/16
7-7 1/4
38-8 1/2
49-9 3/4
Toe Spread 7 1/8
Heel Spread 12 3/8
6-11
7 -11
P.S to End of Switch Ties 95-10
20
22
5 @ 20
20 1/2
21
2 @ 20
25 @ 20 1/2 12 @ 19 1/2 11@ 20
POINT OF SWITCH TO LAST TURNOUT 96-2 1/2
2-7
7 EA. 9 TIES
13 EA. 10 TIES
6 EA. 11 TIES
6 EA. 12 TIES
4 EA. 13 TIES
5 EA. 14 TIES
5 EA. 15 TIES
6 EA. 16 TIES
4 EA. 17 TIES
16-6
15
ACTUAL LEAD 68-0
15
ITEM No.
4-21-06
N O N E
RG T
4-27-07
No. 8 TURNOUT GEOM ETRY
SWITCH TIE LAYOUT
(FOR MAINTENANCE ONLY)
TO-110
7/23/2019 KCS-Standards (2 de 2)
64/85
1 0 M I N IM U M T I E S O N M A I N L I N E T U R N O U T .
NOTE:
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
H E E L S P R E A D - S W I T C H
SW IT C H A N G L E
H E E L L E N G T H
L E N G T H O F S W I T C H
9-7 1/2
6 1/4
16-6
GENERAL TURNOUT DATA
T O E L E N G T H
FROG LENGTH
FR O G A N G L E
F R OG NUMB E R
6-4 1/2
16-6
9
G U A R D R A IL L E N G T H
ST R A IG H T C L O SU R E R A IL
CURVE CLOSURE RAIL
DEGREE OF CURVE ( C )
RADIUS OF CURVE ( C )
PS TO PITO
ACTUAL LEAD
29.54
49-6
49-7 1/4
9-6
L
615.12
72-3 1/2
L
24
23
22
17
6*
16-0 FROG
G
U
R
R
I
L
S
2 EA. 15 SWITCH TIES
4 1/4 TO POINT OF SWITCH
ACTUAL LEAD 72-3 1/2
P.S. TO END OF SWITCH TIES 105-8
NO. 9 FROG 16-0
P
T
O
N
O
S
IT
H
T
I
S
3
3
4
FROG ANGLE 6 21 35
7-2 1/8
HEEL SPREAD 6
1
4
S
O
T
O
RAIL AND TURNOUT DATA # 9
U
N
O
U
U
6
5
17-6
6
1
4
SWITCH ANGLE 14622
TOE SPREAD 8
O
T
O
R
O
ACTUAL LEAD 72-3 1/2
41-2 1/2
28-10 1/4
12 5/16
53-6 3/4
2-9 7/16
6-4 1/2
21 3/8
TO E
H E E L
HEEL SPREAD 13 5/16
9-7 1/2
POINT OF SWITCH TO LAST TURNOUT 105-8
6 EA. 15 TIES
7 @ 21
13 EA. 10 TIES
23 @ 20
7 EA. 9 TIES
16-6
6 @ 21
19
20
21
20 1/4
4 @ 21
18
5 EA. 14 TIES
6 EA. 13 TIES
7 EA. 12 TIES
7 EA. 11 TIES
15
15
3 @ 19
3 @ 19 1/2
4 @ 19 1/2
6 EA. 16 TIES
4 EA. 17 TIES
8 @ 20
7
16
15
14
13
12
11
10
HEAD BLOCK TIES
* INCLUDES 2 EA. 17
6
7
6
5
6
7
13
L E NGT H
BILL OF TIES
# OF TIES
ITEM No.
4-21-06
N O N E
DL L
4-27-07
No. 9 TURNOUT GEOM ETRY
SWITCH TIE LAYOUT
(FOR MAINTENANCE ONLY)
TO-111
7/23/2019 KCS-Standards (2 de 2)
65/85
1 0 M I N IM U M T I E S O N M A I N L I N E T U R N O U T .
NOTE:
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
G E N E R A L T U R N O U T D A T A
FROG NUMBER
F R O G A N G L E
F R O G L E N G T H
L E NGT H OF S W I T C H
S W I T C H A N G L E
A C T U A L L E A D
RADIUS OF CURVE ( C )
DEGREE OF CURVE ( C )
C E NT R AL ANGL E OF C UR VE
CURVE CLOSURE RAIL
S T R AI GHT C L OS UR E R AI L
G U A R D R A I L L E N G T H
10
16-6
16-6
78-9
779.39
56-0
55-10
9-5
L
L
G
U
R R
IL
S
16-6 FROG
T O E L E N G T H
6-5
HE E L S P R E AD- S W I T C H
6 1/4
BILL OF TIES
LENGTH
9
10
11
12
13
14
15
16
17
22
23
24
7
15
8
7
6
6
7
8
6*
HT
* INCLUDES 2 EA. 17
HEAD BLOCK TIES
H E E L L E N G T H
10-1
PS TO PITO
31.25
Actual Lead 78-9
Frog Angle 543 29
16-6 Switch Points
6 5
10 1
Toe
Heel
u
n
o
u
d
u
9
9
o
i
h
Rail And Turnout Data # 10
17-6
6
1
4
o
t
o
o
g
No Scale
P
F
o
n
d
o
S
h
e
7
Heel Spread 6
1
4
No.10 Frog 166
12
1
4
21
2-8
5
8
29 11
3
4
43 5
1
2
56 11
1
4
Toe Spread 7
16
Heel Spread 12
8
65
3
8
Switch Angle 14622
P.S to End of Switch Ties 116-3
3 1/2 TO POINT OF SWITCH
22
5 @ 20
20 1/2
21
28 @ 21 30 @ 19 1/2
2 EA. 17 SWITCH TIES
7 EA. 9 TIES 15 EA. 10 TIES 8 EA. 11 TIES
7 EA. 12 TIES
6 EA. 13 TIES
6 EA. 14 TIES 7 EA. 15 TIES 8 EA. 16 TIES
4 EA. 17 TIES
ACTUAL LEAD 78-9
POINT OF SWITCH TO LAST TURNOUT 115-11
16-6
15
2 @ 20
15
ITEM No.
16-6 STOCK
RAIL BEND
4-21-06
N O N E
DL L
4-27-07
No. 10 TURNOUT GEOMET RY
SWITCH TIE LAYOUT
(FOR MAINTENANCE ONLY)
TO-112
7/23/2019 KCS-Standards (2 de 2)
66/85
1 0 M I N I M U M T I E S O N M A I N L I N E T U R N O U T .
NOTE:
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
BILL OF TIES
LENGTH
9
10
11
12
13
14
15
16
17
22
23
24
10
17
9
8
8
6
8
8
4
HT
LENGTH OF TIES NEAR POINT OF SWITCH
SWITCH OPERATION
HAND THROWN
R EMOTE C ONTR OL
SPRING SWITCH
A
8-6
9-0
9-0
B
13 OR 17
13-0
17-0
C
13 OR 17
13-0
17-0
GENERAL TURNOUT DATA
FR OG NUMB ER
FROG ANGLE
FROG LENGTH
L E N G T H O F S W I T C H
SWITCH ANGLE
ACTUAL LEAD
RADIUS OF CURVE ( C )
DEGREE OF CURVE ( C )
CURVE CLOSURE RAIL
STRAIGHT CLOSURE RAIL
GUARD RAIL LENGTH
11
18-8 1/2
19-6
91-10 1/4
927.27
63-0
62-10 1/4
15-0
L
L
TOE LENGTH
7-0
A
B
C
2 EA. 15 SWITCH TIES
H E E L S P R E A D - S W IT C H
6 1/4
G
U
R
R
L
S
18-8 1/2 FROG
21
2 @ 20
22 1/4
20
21
3 @ 20 4 @ 1 9
27 @ 19 1/2
22 1/2
20
17
3 @ 20
2 @ 19
20
6 @ 19 1/2
3 @ 19
2 @ 18 1/2
21
18
22 1/2
21 1/2
13 @ 19 1/2
10 EA. 9 TIES
17 EA. 10 TIES
9 EA. 11 TIES
8 EA. 12 TIES
8 EA. 13 TIES
6 EA. 14 TIES
6 EA. 15 TIES
12-1 1/2
4 EA. 17 TIES
ACTUAL LEAD 91-10 1/4
4 1/2 FROM EDGE OF TIE TO START OF SWITCH RAIL
15
19-6
ITEM No.
POINT OF SWITCH TO END OF SWITCH TIES 124-3
4-21-06
N O N E
DL L
4-27-07
No. 11 TURNOUT GEOMET RY
& SWITCH TIE LAYOUT
(FOR MAINTENANCE ONLY)
TO-113
7/23/2019 KCS-Standards (2 de 2)
67/85
7/23/2019 KCS-Standards (2 de 2)
68/85
7/23/2019 KCS-Standards (2 de 2)
69/85
193 - 5
7/23/2019 KCS-Standards (2 de 2)
70/85
NOTE:
1 0 M I N IM U M T I E S O N M A I N L I N E T U R N O U T .
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
D R A WN B Y :
16 R IGHT HAND WE L DE D T UR NOUT
G E N E R A L T U R N O U T D A T A
FROG NUMBER
F R O G A N G L E
FROG LENGTH
L E N G T H O F S WI T CH
SWITCH ANGLE
A C T U A L L E A D
RADIUS OF CURVE ( C )
DEGREE OF CURVE ( C )
CE N T RA L A N G L E O F CU RV E
CURVE CLOSURE RAIL
S T RA I G H T CL O S U RE RA I L
GUARD RAIL LENGTH
16
26-0
131-4
2007.12
92-0
91-11
9-6
BILL OF TIES
LENGTH
9
10
11
12
13
14
15
16
17
22
23
24
TURNOUT
17
21
16
11
12
11
8
12
12*
L
L
TOE LENGTH 9-5
H E E L S P RE A D - S WI T CH
6 1/4
HEEL LENGTH
16-7
PS TO PITO
55.33
* INCLUDES 2 EA. 17
HEAD BLOCK TIES
HEEL SPREAD 6-1/4
O
T
H
TOE HEEL
HEEL SPEAD 12-15/16
TOE SPREAD 6-9/16
U
N
O
U
U
2
7
2
O
N
O
S
I
H
I
S
6
H
L
H
O
O
O
9-0 SWITCH POINT
21-13/16
2-1
3
4
NO. 16 FROG 26-0
39-9
57
74-3
ACTUAL LEAD 131-4
12-7/16
9-5
16-7
19-1/2
20
22
9 @ 20
19-1/2
20
4 @ 21
2 @ 20
21
20
7 @ 19-1/2
3 @ 20-1/2
3 @ 19-1/2
31 @ 20 53 @ 19-1/2
ACTUAL LEAD 131 - 4
(2) TIES @ 9-0
(2) TIES @ 16 -0
(15) TIES @ 9 -0
(21) TIES @ 10 - 0 (16) TIES @ 11 -0
(11) TIES @ 12 - 0
(12) TIES @ 13 -0
(11) TIES @ 14 - 0
(8) TIES @ 15 - 0 (1 2) TI ES @ 1 6 - 0 ( 10) TIE S @ 17 - 0
39-0 CURVED
ITEM No.
POINT OF SWITCH TO END OF SWITCH TIES 193-5
4-21-06
NONE
DL L
4-27-07
No. 16 TURNOUT GEOM ETRY
& SWITCH TIE LAYOUT
(FOR MAINTENANCE ONLY)
TO-117
7/23/2019 KCS-Standards (2 de 2)
71/85
NOTE:
1 0 M I N IM U M T I E S O N M A I N L I N E T U R N O U T .
APPROVED BY:
CHIEF ENGINEER
DATE:
D R A W I N G N O .
K.C.S.
STANDARDS
SCALE:
REV:
DRAWN BY:
GE NE R AL T UR NOUT DAT A
FROG NUMBER
F R O G A N G L E
F R O G L E N G T H
LEN G TH O F S W ITC H
S W I T C H A N G L E
A C T U A L L E A D
RADIUS OF CURVE ( C )
DEGREE OF CURVE ( C )
C EN TR A L A N G LE O F C U R V E
CURVE CLOSURE RAIL
STRAIGHT CLOSURE RAIL
G U A R D R A I L L E N G T H
20
30 10-1/2
151 11-1/2
3289.29
111-0
110-11
23
BILL OF TIES
LEN G TH
9
10
11
12
13
14
15
16
17
22
23
24
TURNOUT
19
24
22
10
12
14
12
11
14*
L
L
TOE LENGTH
11 0-1/2
H EEL S P R EA D -S W ITC H
6 1/4
HEEL LENGTH
1910
PS TO PITO
56.96
* INCLUDES 2 EA. 17
HEAD BLOCK TIES
20 RIGHT HAND WELDED TURNOUT
P
O
I
T
F
I
H
H
L
F
I
H
U
N
OU
U
89
9
HEEL SPREAD 6-1/4
TOE SPREAD 6-1/8
HEEL SPEAD 12-3/8
O
O
O
19
1
2
9
1
2
22 22
5 @ 20
22 20 20
19
1
2
7 @ 20
7 @ 22
33 @ 20 27 @ 20-1/2 8 @ 18 42 @ 20
(2) TIES @ 17-0
(2) TIES @ 9-0
(17) TIES @ 9-0 (24) TIES @ 10-0
(22) TIES @ 11-0 (10) TIES @ 12-0
(12) TIES @ 13-0 (14) TIES @ 14-0
(12) TIES @ 15-0 (11) TIES @ 16-0 (12) TIES @ 17-0
ACTUAL LEAD 151 11-1/2
57-9
85-6
113-3
ACTUAL LEAD 151 11-1/2
3
P
T
O
N
O
S
IT
H
T
IS
7
8
39-0 CURVED
39-0 SWITCH POINT
ITEM No.
P.S. TO END OF SWITCH TIES 226-9
POINT OF SWITCH TO END OF SWITCH TIES 226-9
4-21-06
N O N E
DL L
4-27-07
No. 20 TURNOUT GEOMET RY
& SWITCH TIE LAYOUT
(FOR MAINTENANCE ONLY)
TO-118
T (SEE TABLES A B)
7/23/2019 KCS-Standards (2 de 2)
72/85
1) BASED ON AREA PLAN No. 910-41.
N O T E S:
2 FOR MAINTENANCE REPLACEMENT PLANNING. FOR NEW CONSTRUCTION BE
G O V E R N E D B Y C U R R E N T ST A N D A R D S .
F
R
O
G
N
U
E
R
13-0
L
E
N
G
T
H
O
F
S
I
T
C
H
R
I
L
5
T
O
E
L
E
N
G
T
H
T
O
2
P
T
L
E
D
P
S
T
O
2
P
T
9-0
Q
U
N
T
I
T
Y
O
F
T
I
E
S
O
R
D
E
S
U
R
E
T
R
C
K
L
E
N
G
T
H
S
O
F
C
R
O
S
S
T
I
E
S
R
E
P
L
C
E
D
T0-0 11-0 12-0
13-0 14-0 15-0
16-0 17-0
IT E M N U M B E R
13-0
3-9
49-9
13-0
80-7
13-0
5-1 88-7
19-6
19-6
0
6-5
19-6
1
7-0
83-6
19-6
2
26-04
26-05 9-5
26-0
6 9-5
39-0
8
39-0
0
3-6
1
2
11-0
1
2
11-0
1
2
8-7
1
2
7-9
1
2
6-4
1
2
4-8
1
2
156-0
1
2
8775
230-8
147-0
1
2
118-5
113-5
108-7
1
2
87-3
1
2
78-11
74-1
1
4
58-11
1
8
54-8
1
2
44-6
1
2
5
5
5
5
9
9
9
9
12
12
12
20
20
2
2
3
3
4
4
4
4
6
6
6
7
6
3
3
4
4
5
5
5
5
9
9
9
11
10
2
2
2
3
2
3
4
4
4
5
5
6
6
2
2
2
3
3
3
4
4
5
5
5
6
7
1
2
2
3
2
3
3
4
4
4
5
5
5
3
3
4
5
5
4
5
6
6
6
6
7
8
2
2
3
3
3
4
3
4
5
6
6
7
7
2
2
2
3
4
4
4
4
5
6
6
7
7
38
42
48
54
65
69
73
78
97
102
106
129
138
2410
2691
3085
3520
4132
4410
4667
5029
6200
6566
6773
8145
62-11
71-11
107-6
116-1
124-1
131-11
160-9
169-4
178-1
214-2
F
R
O
G
N
U
E
R
11-0
L
E
N
G
T
H
O
F
S
I
T
C
H
R
I
L
5
T
O
E
L
E
N
G
T
H
T
O
2
P
T
L
E
D
P
S
T
O
2
P
T
9-0
Q
U
N
T
I
T
Y
O
F
T
I
E
S
O
R
D
E
S
U
R
E
T
R
C
K
L
E
N
G
T
H
S
O
F
C
R
O
S
S
T
I
E
S
R
E
P
L
C
E
D
T0-0 11-0 12-0
13-0 14-0 15-0
16-0 17-0
IT E M N U M B E R
11-0
3-9
47-6
16-6 88-0
16-6
5-1
97-8
16-6
16-60
6-5
22-01
7-0
22-02
22-0
4
30-05 9-5
30-06 9-5
30-08
30-00
3-6
1
2
11-0
1
2
11-0
1
2
8-7
1
2
7-9
1
2
6-4
1
2
4-8
1
2
151-11
1
2
8534 226-7
140-11
1
2
131-4
107-0
3
4
72-3
1
2
42-6
1
2
4
4
7
7
7
7
10
10
10
15
15
15
15
3
3
3
3
3
4
5
5
7
7
7
8
9
9
9
13
4
4
5
7
7
7
9
9
10
11
3
3
2
2
3
3
3
4
4
5
6
5
6
2
2
2
3
3
3
4
4
5
5
5
6
7
1
2
2
3
2
3
3
4
4
4
5
5
5
3
3
4
5
5
4
5
6
6
6
6
7
8
2
2
3
3
3
4
3
4
5
6
6
7
7
2
2
2
3
4
4
4
4
5
6
6
7
7
37
41
52
57
63
68
78
83
94
110
114
124
133
2352
2628
3263
3630
4041
4360
4935
5289
6064
6895
7232
7930
60-11
105-8
115-11
132-9
141-4
159-2
182-3
191-0
208-1
62-1
68-0
78-9
91-10
1
4
96-8
126-4
1
2
69-8
TABLE A BILL OF SWITCH TIES FOR TURNOUTS WITH STRAIGHT SWITCHES
TABLE B BILL OF SWITCH TIES FOR TURNOUTS WITH CURVED SWITCHES
5-12-06
N O N E
RG T
4-27-