KCS-Standards (2 de 2)

C

L Main Track

14’-0

14’-0

CWR Rail

4’-6

9

Jointed Rail

4’-6

4’-6

2

2’-4

Top of Subballast Subballast

 

  

1

7

x 9

x 8’-6

3

12

Ballast

12

Subballast

Tie

9

Tangent Track Jointed Rail

12

Tangent Track CWR Rail

1’-0

Curved Track Jointed Rail

1’-3

Curved Track CWR Rail

 

3

 

NOTE:

THIS BALLAST SECTION TO BE USED WHEN COM PLETING TRACK RESTORATION BEHIND UNDERCUTTER

PLOWS

SLEDS OR OTHER MAINTENANC E OPERATIONS

WHERE BALLAST RENEWAL IS PERFORMED.

K.C.S. STANDARDS

DATE:

4-21-06

REV:

4-27-07

SCALE:

DRAWN BY:

12 INCH BALLAST SECTION FOR MAIN TRACK

NONE MCV

DRAWING NO.

APPROVED BY:

CHIEF ENGINEER

RB-202

BASE OF RAIL

35 FT. MIN. SEE N O TE 1 12

12

CRU SH ED

C

6

TOP OF FINISHED SUBGRADE

MIN.

RO CK BA LLA ST

L

SU BBA LLA ST

4

15 FT.

FT.

RIGHT OF WAY LINE

SCREEN 7

x 9

x 9’-0

SCREEN

CROSS TIE

4’ MIN .

MARKER

 

SEE N O TE 2

4’ MIN .

NATURAL GROUND

 

 

6 FT. MIN. SEAL

5 FT. MIN. CASING PIPE

SEAL

VENT PIPE AT LOW END OF CASING VENT PIPE AT HIGH END OF

CARRIER PIPE

TO BE CONNECTED TO SIDE OR BOTTOM

CASING TO BE CONNECTED TO

OF CASING PIPE

SIDE OR TOP OF CASING PIPE

TYPICAL COMBUSTIBLE CASING PIPE

INSTALLATION SECTION

BASE OF RAIL

35 FT. MIN. SEE N O TE 1 12

12

CRU SH ED

MIN.

RO CK BA LLA ST

TOP OF FINISHED

C

6

L

SUBBALLAST

4

15 FT.

7

x

9

x

SUBGRADE

FT.

9’-0

CROSS TIE

MARKER

 

SEE N O TE 2

NATURAL GROUND

 

2 FT. MIN.

6 FT. MIN. SEAL

5 FT. MIN. CASING PIPE

SEAL

CARRIER PIPE

NOTE 1. CASING TO EXTEND BEYOND CENTERLINE OF PROPOSED TRACK WHEN MEASURED AT RIGHT ANGLES A

MIN. OF 35 FT.

TYPICAL NONCOM BUSTIBLE CASING PIPE INSTALLATION

SECTION

NOTE 2. ALL HORIZONTAL DISTANCES ARE MEASURED AT RIGHT ANGLES FROM THE CENTERLINE.

NOTE 3. THESE SECTIONS ARE TYPICAL ONLY. EACH INSTALLATION MUST BE APPROVED BY THE CHIEF ENGINEER.

K.C.S. STANDARDS

DATE:

4-21-06

REV:

4-27-07

SCALE:

DRAWN BY:

CASING PIPE INSTALLATION

NONE

DL L

DRAWING NO.

APPROVED BY:

CHIEF ENGINEER

RB-203

Top Of

Slope Of Subgra de /Subba lla st

Top Of S l ope F or W a l kwa y

> Ma i n/ Le a d Tra c k

 

> Industry Track

Switch Stand

(Point

of

 

 s w i t c h )

Top Of S l ope F or W a l kwa y

15

Top Of

8

17

7

Slope Of Subgra de /Subba lla st

MIN

5

M IN

8

K.C.S. STANDARDS

DATE:

7-15-97

REV:

4-27-07

SCALE:

DRAWN BY:

APPROVED BY:

AT SWITCH STAND

NONE WLC

TYPICAL WALKWAY/ROADBED

CHIEF ENGINEER

  N E W C O N S T R U C T IO IO N )

DRAWING NO.

RB-204

C L Indus t ry Track/  

12’-0 11’-0 Top

of Fi ni s hed

(Lead

Lead Track

12’-0

Track)

11’-0

(Industry Track) 5’-6

  v

Track)

Sub-bal l as t

bot t om or

10’-5

(Lead

(Industry Track)

5’-6

 

bottom

ditch

>

SLOPE= 50:1

(2%)

7

x9

x 8’-6

3 

Tie

3   

 

d n 

3   

P 

n 

u 

u 

d

 

8’ S u b - B a l l a st st 6

12

MIN.

BALLAST 12

MIN

0.0% SLOPE

Preferred

Top of Compacted Subgrade

TYPICAL CUT SECTION

* to

=

not

to

exceed

a drop

provide drainage and

on which to walk as of track duties.

Missouri

of two

inches

(2

TYPICAL FILL SECTION

) per foot

a surface reasonably

level

well as permit the safe performance

Code of State Regulations

CSR

265-8. .1 110

Wal kway Safet y St andards at Indus t ri al Tracks

K.C.S. STANDARDS

DATE:

4-26-06

REV:

4-27-07

SCALE:

DRAWN BY:

APPROVED BY:

SECTION FOR INDUSTRIAL TRACKS

NONE MC V

TYP FINISHED GRADING AND BALLAST

CHIEF ENGINEER

  N E W C O N S T R U C T IO IO N )

DRAWING NO.

RB-205

C L

 

15’-0 14’-0

(Lead

14’-0

of Fi ni s hed

T ra in m e n ’s

>

Track)

SLOPE= 50:1

Walkway

(2%)

7

Sub-bal l as t

(Lead

(Industry Track)

8’-6

8’-6

Top

Lead Track

15’-0

Track)

(Industry Track)

S l o p e =  I n . p er Ft.

Indus t ry Track/

x 9

3 

x 8’-6

3   

 

d n 

3   

P 

n 

u 

u 

d

 

8’ Ballast - Conforn to AREMA

0.0% SLOPE

Sub-ballast - Thickness and Specification Specified by Engineer

57

10’ DITCH

Top of Compacted Subgrade

TYPICAL CUT SECTION

* to

=

not

to

exceed

a drop

provide drainage and

on which to walk as of track duties.

Missouri

of two

inches

(2

TYPICAL FILL SECTION

) per foot

a surface reasonably

level

well as permit the safe performance

Code of State Regulations

CSR

265-8. .1 110

Wal kway Safet y St andards at Indus t ri al Tracks

K.C.S. STANDARDS

DATE:

4-26-06

REV:

4-27-07

SCALE: DRAWN BY:

APPROVED BY:

BALLAST SECTION FOR

NONE MCV

T Y P I C A L F I N IS IS H E D G R A D I N G A N D

CHIEF ENGINEER

INDUSTRIAL TRACKS IN MISSOURI

DRAWING NO

RB-206