kcs-standards (2 de 2)

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:


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.


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:


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)


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


RB-205

APPROVED BY:

CHIEF ENGINEER

DATE:

D R A W I N G N O .

K.C.S.

STANDARDS

SCALE:

REV:

DRAWN BY:


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)


15-0 (Lead 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:


6/85


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:


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


RB-301

APPROVED BY:

CHIEF ENGINEER

DATE:

D R A W I N G N O .

K.C.S.

STANDARDS

SCALE:

REV:

DRAWN BY:


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:


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:


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:


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:


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


14/85


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:


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.


1) FOR YARD AND INDUSTRY CURVES OVER 2^00.

2) ON TANGENT AND CURVES BELOW 2^30 FOR SPEEDS LESS THAN

40 MPH.


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 .


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:


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:


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:


19/85


20/85


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


22/85


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


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 :


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 :


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


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:





DATA HANDB OOK.






E = S(0.0007SD)-1


D = 5729.578

S(max.) = E + 1

R

(0.0007)D

4-25-06

NONE

RG T

4-27-07


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 :


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


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:





DATA HANDB OOK.






E = S(0.0007SD)-1


D = 5729.578

S(max.) = E + 1

R

(0.0007)D

4-25-06

NONE

RG T

4-27-07


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 :


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


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





DATA HANDB OOK.






E = S(0.0007SD)-1


D = 5729.578

S(max.) = E + 1

R

(0.0007)D

4-25-06

NONE

RG T

4-27-07


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 :


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 .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


30/85


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


32/85


33/85


34/85


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


36/85


37/85


38/85


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:


40/85


41/85


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








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:


43/85


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:


45/85


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:


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








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:


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:


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


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:


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:


52/85


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


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


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


MINIMUM ARRANGEMENT

20 M PH T .O .

40 M PH T .O .

40 M PH T .O .


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


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:


57/85


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.


59/85


60/85


61/85


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


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


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



CURVE 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


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


SWITCH TIE LAYOUT


TO-110


64/85


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


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



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


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


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


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


SWITCH TIE LAYOUT


TO-111


65/85


NOTE:

APPROVED BY:

CHIEF ENGINEER

DATE:

D R A W I N G N O .

K.C.S.

STANDARDS

SCALE:

REV:

DRAWN BY:


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


A C T U A L L E A D



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


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



22

5 @ 20

20 1/2

21

28 @ 21 30 @ 19 1/2


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


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


TO-112


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


SWITCH ANGLE

ACTUAL LEAD



CURVE 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


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


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


& SWITCH TIE LAYOUT


TO-113


67/85


68/85


69/85

193 - 5


70/85

NOTE:


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


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



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.


4-21-06

NONE

DL L

4-27-07


& SWITCH TIE LAYOUT


TO-117


71/85

NOTE:


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


A C T U A L L E A D



C EN TR A L A N G LE O F C U R V E

CURVE CLOSURE RAIL



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


4-21-06

N O N E

DL L

4-27-07


& SWITCH TIE LAYOUT


TO-118

T (SEE TABLES A B)


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-

kcs-standards (2 de 2)

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