PRODUCED BY AN AUTODESK EDUCATIONAL … · bending of bar remarks h4 h3 $1 $1*/( 2)

A

A

X

225

450

5000

600

600

R.C.C (M-35)

WIT

H C

EM

EN

T G

RO

UT

IN

G

300 T

H. S

TO

NE

P

IT

CH

IN

G

TOP PLAN

B

B

3000

102062

150 mm.THK. P.C.C BASE COURSE (M-20)

RAIL LEVEL 291.047

FORMATION LEVEL 290.309

S

L

O

P

E

2

H

:

1

V

SECTIONAL ELEVATION AT X-Y

H.F.L. = 288.033

WITH SELECTED MATERIAL WELL COMPACTED

1000 mm. THK. SOIL TO BE EXCAVATED & FILLED BACK

C.L. OF TRACK No. 1

CLEARANCE

FREE BOARD

150 mm.THK. P.C.C WEARING

COURSE (M-20)

BED LEVEL 285.858

R.C.C. (M-35)

A

B

U/S

SCALE 1:100

SCALE 1:100

738

600

675

CURTAIN WALL

2850

3540

5380

750

1500

300

2000

1460

540

900

CC

600

R.C.C. (M-35)

3513

450

5000

3

0

0

20 mm. GAP

3

0

0

20 mm. GAP

225

450

R.C.C. (M-35)

20 mm. GAP

( A GOVT. OF INDIA ENTERPRISE )

BRIDGE DETAILS :- BR. No. 4, AT Km. 1/293, OF 2 x 5.0m. x 2.5m. BOX CULVERT.

GENERAL NOTES

SITE PLANNOT TO SCALE

R. BANERJEE (Mgr/C/D)SDGM (C/HQ)

P. Sinha Roy

RITES /KOLKATA

H S GHOSH

Drawn By

(CAD Operator)

RITES /KOLKATARITES /KOLKATA

CLEARENCE=7.72m.

(CONVEYOR TO GROUND)

C.L. OF TRACK No. 2C.L. OF TRACK No. 3C.L. OF TRACK No. 4C.L. OF TRACK No. 5C.L. OF TRACK No. 6C.L. OF TRACK No. 7C.L. OF TRACK No. 8C.L. OF TRACK No. 9C.L. OF TRACK No. 10C.L. OF TRACK No. 11

90009000900090009000 900090009000900090003513

2276

20 mm. CLEAN JOINT

20 mm. CLEAN JOINT20 mm. CLEAN JOINT

25429250002500026573

TO

S

TN

. JU

NA

DIH

TO

S

TN

. K

OR

BA

RITES/KOL/SECL/KUS - /2015

j2 shear links

S

L

O

P

E

N

O

T

S

T

E

E

P

E

R

T

H

A

N

1

:

1

a1 bars

h2 bars

j3 shear links

'g' bars

j1 shear links

e bars

b bars

h1 bars

a4 bars

d1 bars

c bars

h4 bars

j4 shear links

a3 bars

j2 shear links

j1 shear links

b bars

'g' bars

'g' bars

'g' bars'g' bars

'g' bars

j3 shear links

h4 bars

f bars

f bars

d2 bars

a2 bars

h3 bars

h3 bars

e bars

h1 bars

'g' bars

R.C.C DETAILS OF BOXSECTION AT B-B

SCALE 1:25

5000600 450

11650

600

600

3000

600

4200

5000

Haunch 500 x 300

S

L

O

P

E

N

O

T

S

T

E

E

P

E

R

T

H

A

N

1

:

1

300

300

300 300

2000

540

900

RE

PE

AT

S

AM

E A

S O

N

OT

HE

R S

ID

E O

F B

OX

TYP.DETAILS AT A & B

150 mm. THK. P.C.C BASE COURSE (M-20)

M-35

600

225

d1 bars

1000 mm.THK.

450

OPENING OF CULVERT

150

c bars

'g' bars

150 mm. THK. P.C.C WEARING COURSE (M-20)

M-35 'g' bars

825

225

600

a4 bars

225450

EARTH RETAINER

b bars

SAND FILLING

600

SCALE 1:50

1200

3000

150

DETAILS OF R.C.C WING WALLSECTION A-A

SCALE 1:50

2000

WITH WELL COMPACTED SAND

0.450 m. SOIL TO BE EXCAVATED & FILLED BACK

1

1

500 2050

BED LEVEL

WEEP HOLES

300

C.C. (M-20) COPING

P

AC

KE

D B

OU

LD

ER

60

0 m

m. W

EL

L H

AN

D

E

A

R

T

H

S

L

O

P

E

1

V

:

2

H

1550

100

150 mm.THK. P.C.C (M-20)

3900

1350

10 Q @ 100 C/C

16 Q @ 100 C/C

20 Q @ 100 C/C

10 Q @ 200 C/C

10 Q @ 200 C/C

10 Q @ 200 C/C BOTHWAY

16 Q @ 200 C/C

16 Q @ 200 C/C

450

T

T

T

T

T

T

T

BA

CK

FIL

L M

AT

ER

IA

L

(G

W,G

P,S

W) G

RO

UP

T

VA

RY

IN

G 3440 T

O 750

SL

OP

E A

S C

ON

VE

NIE

NT

F

RO

M C

ON

ST

RU

CT

IO

N

PO

IN

T O

F V

IE

W B

UT

N

OT

S

TE

EP

ER

T

HA

N 1

;1

1

200

16 Q @ 100 C/C

T

16 Q @ 100 C/C

T

1

BOTHWAY

SECTION OF RETURN WALL

SCALE 1:50

SECTION AT C-C

E

A

R

T

H

S

L

O

P

E

2

H

:

1

V

PACKED BOULDER

600 mm. WELL

BED LEVEL

10 T @ 100 C/C

Q

12 T @ 100 C/C

Q

10 T @ 200 C/C

Q

10 T @ 200 C/C

Q

12 T @ 100 C/C

Q

450 350 1000

1650

350

750

COPING

C.C. (M-20)

100

1800

300

100

WEEP HOLE

10 T @ 200 C/C BOTHWAY

Q

10 T @ 200 C/C BOTHWAY

Q

0.45 m. SOIL TO BE EXCAVATED & FILLED BACK


1

:

1

1

:

1

322322

322 322

2162 2162

4100

16281628

11550

11550

g

10 @ 100 C/C

16 @ 200 C/C

16 @ 100 C/C

f

e

22 @ 200 C/C

16 @ 100 C/C

16 @ 100 C/C

d1

c

b

100

100

100

100

100

340

j4

j3

490

100

100

100

490

j2

490

j1

along span

barell and

20 @ 200 C/C

22 @ 200 C/C

DIA & SPACING

OF BARS(m.m.)

a4

MARK

a3

BENDING OF BAR REMARKS

h4

h3

22 @ 200 C/C

22 @ 200 C/C

10 @ 200 along

22 @ 200 C/C

a2

22 @ 200 C/C

a1

3650

22 @ 200 C/C

d2

22 @ 200 C/C

h2

h1

22 @ 200 C/C

4100

2208

4100

2208

2208

16101610

11550

11550

3650

4100

101962

1809

322

322 322

322

322 322

18091809

322 332

21622162

322

322

322

322

1809

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

along span

barell and

10 @ 200 along Q

T

along span

barell and

10 @ 200 along Q

T

along span

barell and

10 @ 200 along Q

T

2208

300

1500

300

1500

5380

2068

WITH CEMENT GROUTING

300 mm. THK. STONE PITCHING

S

L

O

P

E

2

H

:

1

V

4451

5380

750

1500

300

2500

1960

540

900

4502068

3440

20 mm. CLEAN JOINT 20 mm. CLEAN JOINT 20 mm. CLEAN JOINT

102062

5380

5380

11882

C.L. OF TRACK No. 1C.L. OF TRACK No. 2C.L. OF TRACK No. 3

C.L. OF TRACK No. 4

C.L. OF TRACK No. 5

C.L. OF TRACK No. 6C.L. OF TRACK No. 7C.L. OF TRACK No. 8

C.L. OF TRACK No. 9

C.L. OF TRACK No. 10

C.L. OF TRACK No. 11

Y

WIT

H C

EM

EN

T G

RO

UT

IN

G

300 T

H. S

TO

NE

P

IT

CH

IN

G

DROP WALL

C C

3

0

0

3

0

0

300

1500

300

1500

25642

5380

5380

11882

D/S

FLOWFLOWFLOWFLOW

5380

5380

5380

300

300

300 300

2500

540

900

1001

h2 bars

3500

3500

3513

1552

2068 9000 9000 9000 9145 9000 9000 9000 9000 9000 3513

1552

450

8529000


300 mm. THK. STONE PITCHING

150 mm.THK. P.C.C (M-20)

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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BRIDGE DETAILS :-BR.No.2, AT Km. 0/757.5, OF 2 x 5.0 m. x 2.5 m.BOX CULVERT.


RE

PE

AT

S

AM

E A

S O

N

OT

HE

R S

ID

E O

F B

OX

TYP.DETAILS AT A & BSCALE 1:50

P. Sinha Roy

RITES /KOLKATA

Drawn By

(CAD Operator)

S.E. RLY./GRC.

XEN (BR.)DY.CE. (BR.)

CBE

Sr. DEN (Co-Ord)

S.E. RLY./KGP.

S.E. RLY./GRC.S.E. RLY./GRC.

Sr. DEN (WEST)

S.E. RLY./KGP.

RITES /KOLKATA

Sr. DGM / C (HQ)

H.S. GHOSH

RITES /KOLKATA

DGM (C)

S.K DE

RTPS /KOLKATA

Addl. GM (C)

B. SAHA

RITES /KOLKATA

GENERAL NOTES

APPROVED QUALITY @ 1.464 KG/SQM.

Mgr/Design

R. BANERJEE


TO

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N. JU

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E

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T

E

E

P

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A

N

1

:

1

R.C.C DETAILS OF BOXSECTION AT B-B

SCALE 1:25

S

L

O

P

E

N

O

T

S

T

E

E

P

E

R

T

H

A

N

1

:

1


SCALE 1:50

SECTION AT C-C

E

A

R

T

H

S

L

O

P

E

2

H

:

1

V

450 350 1000

16

50

35

0

75

01

00

1800

300

100

1

:

1

1

:

1

222222

222 222

2162 2162

5100

19101910

11550

11550

g

10 @ 100 C/C

16 @ 200 C/C

16 @ 100 C/C

f

e

22 @ 200 C/C

16 @ 100 C/C

16 @ 100 C/C

d1

c

b

100

100

100

100

100

340

j4

j3

490

100

100

100

490

j2

490

j1

along span

barell and

20 @ 200 C/C

22 @ 200 C/C

DIA & SPACING

OF BARS(m.m.)

a4

MARK

a3

BENDING OF BAR REMARKS

h4

h3

22 @ 200 C/C

22 @ 200 C/C

10 @ 200 along

22 @ 200 C/C

a2

22 @ 200 C/C

a1

2970

22 @ 200 C/C

d2

22 @ 200 C/C

h2

h1

22 @ 200 C/C

5100

2230

5100

2230

2230

19101910

11550

11550

1970

5100

77716

1089

222

222222

222

222222

10891089

222 222

21622162

222

222

222

222

1089

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

Q

T

along span

barell and

10 @ 200 along Q

T

along span

barell and

10 @ 200 along Q

T

along span

barell and

10 @ 200 along Q

T

2230

DETAILS OF R.C.C. RETAINING WALL

SLOPE AS CONVENIENT FROM CONSTRUCTION

POINT OF VIEW BUT NOT STEEPER THAN 1:1

150 THICK P.C.C. (M-20)

0.45m. SOIL TO BE EXCAVATED

FILLED BACK WITH WELL

BED LEVEL

60

0 m

m. W

EL

L H

AN

D P

AC

KE

D B

OU

LD

ER

WEEP HOLES

E

A

R

T

H

S

L

O

P

E

2

H

:

1

V

C.C. 1:1.5:3

10 T @ 100 C/C

10 T @ 125 C/C

Q

10 T @ 200 C/C

Q

16 T @ 200 C/C

Q

25 T @ 200 C/CQ

10 T @ 200 C/CQ

16 T @ 200 C/C

Q

BA

CK

FIL

L M

AT

ER

IA

L

(G

W,G

P,S

W) G

RO

UP

COPING

SCALE 1:50

BOTH WAYS

25 T @ 100 C/C

Q

BOTH WAYS

16 T @ 100 C/C

Q

20 T @ 100 C/CQ

16 T @ 100 C/C

Q

Q

20 T @ 200 C/C

Q

SECTION AT A-A

S

L

O

P

E

2

H

:

1

V

WITH SELECTED MATERIAL WELL COMPACTED

1000 mm. THK. SOIL TO BE EXCAVATED & FILLED BACK

B

A

SECTIONAL ELEVATION AT X-YSCALE 1:100

B

B

X

TOP PLANSCALE 1:100

UP/S

WIT

H C

EM

EN

T G

RO

UT

IN

G

300 m

m. T

HK

. S

TO

NE

P

IT

CH

IN

G

S

L

O

P

E

2

H

:

1

V

Y

DN/S

WIT

H C

EM

EN

T G

RO

UT

IN

G

30

0 m

m. T

HK

. S

TO

NE

P

IT

CH

IN

G

DROP WALL

A

A

TO

S

TN

. K

OR

BA

TO

S

TN

. JU

NA

DIH

CC

PRO

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BY A

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SECTION-AASECTION-CC

AP

PR

OA

CH

S

LA

B

CA

RR

IA

GE

W

AY

DIRT WALL

SECTION-BB

RDSO/B-11757

24m COMPOSITE GIRDER

RDSO/B-11757


RDSO/B-11757


RDSO/B-11756


RDSO/B-11756/4

PTFE POT BEARING

RDSO/B-11757/4

PTFE POT BEARING

DIRT WALL

HIGH CONTAINMENT CRASH

BARRIER

R.C.C. BED BLOCK M-35

350 THK R.C.C. APPROACH SLAB

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SPECIFIED.

THE DESIGN IS BASED ON FOLLOWING CODE WITH LATEST CORRECTION SLEEPS :-I.R.S BRIDGE SUBSTRUCTURE AND FOUNDATION CODE.

I.R.S CONCRETE BRIDGE CODE.

i)

CONCRETE GRADE:-

iii) ii)

DIMENSION ARE NOT TO BE SCALED ONLY WRITTEN DIMENSION AND

LOADING STANDARD 25t - 2008.

I.R.S BRIDGE RULES.

I.S : 456-2000.iv)

vii) LEVELING COURSE ------- M-15 (C.C)6. REINFORCEMENT SHALL BE THERMO MECHANICALLY TREATED (TMT)

CONFORMING TO I.S. 1786 (LATEST REVISION).

1.2.

3.

4.5.i) DECK SLAB & DIAPHRAGM (PSC SPAN) ------------- M-35 ii) DECK SLAB (STEEL SPAN) ------------- M-45 iii) PSC PRECAST GIRDER ------------- M-45 iv) SUBSTRUCTURE & FOUNDATION ------------- M-35 v) CRASH BARRIER / FRICTION SLAB ------------- M-40 vi) APPROACH SLAB ------------- M-35

7. DESIGN LIVE LOAD :a) 70R WHEELED - 1 LANE + CLASS A - 1 LANEb) CLASS A - 3 LANEWHICHEVER GIVES THE WORST EFFECT.

8. THE TOP OF PIER CAR / ABUTMENT CAP IS CALCULATED ASSUMING THE THICKNESS OF BEARING AS 130mm. THE SAME MAY BE REVISED AS PER THE ACTUAL BEARING THICKNESS BEFORE CASTING THE PIER CAP / ABUTMENT CAP. ANY VARIATION IN THE THICKNESS OF BEARING

SHALL BE ADJUSTED BY CHANGING PIER CAP / ABUTMENT CAP TOP LEVEL.9. RCC WORKS SHALL BE DONE AS PER IRC - CODE STIPULATIONS AND STANDARD

MORTH SPECIFICATIONS FOR ROAD AND BRIDGE WORKS.10. THE BEARING SHALL BE POT / POT - CUM - PTFE TYPE.11. EXPANSION JOINTS SHALL BE OF STRIP SEAL TYPE.12. 65 MM THICK WEARING COARSE COMPRISING 40MM THK

ASPHALTIC CONCRETE OVERLAID WITH 25MM THK MASTIK ASPHALT SHALL BE PROVIDED AS PER SECTION 500 OF MORTH SPECIFICATION.

13. AT VERTICAL CURVE LOCATIONS, THE PROFILE SHALL BE MAINTAINED BY VARYING THE THICKNESS OF WEARING COAT.

THE MINIMUM THICKNESS OF WEARING COAT. IN THE ABOVE CASE SHALL NOT BE LESS THAN 65MM.

14. NO CONSTRUCTION JOINT SHALL NORMALLY BE ALLOWED IN CONCRETE WORK WITHOUT SPECIAL PRECAUTIONS AS PER RELEVANT BRIDGECODE ANDSTANDARD MORTH SPECIFICATION.

15. PILE CAPACITY (1200MM DIA BORED CAST-IN-SITU)CONSIDERED FOR THE DESIGN PURPOSE ARE AS UNDER.

i) VERTICAL PILE CAPACITY - 321 TON.ii) HORIZONTAL PILE CAPACITY - 39 TON.

16. CONFIRMATORY BORE HOLES SHALL BE CARRIED OUT AT EACH ALTERNATE FOUNDATION LOCATIONS TO CHECK THE PILE CAPACITY. ANY CHANGE IN THIS VALUE MAY LEAD TO CHANGE IN DESIGN.

17. DURING THE CONSTRUCTION OF ROB BASED ON PROPOSEDDRAWING EXISTING TRACK SHALL BE PROTECTED WITH

APPROPRIATE PHASE WORK, IF NECESSARY.18. TEMPORARY ENGINEERING INDICATORS SHALL

BE PROVIDED AS PER GR 15.09(1) d + SR 15.09(2) OR GR 15.09(2) b + SR 15.09(2) WHICH EVER IS APPLICABLE.

19. DURING THE CONSTRUCTION OF THE BRIDGE EXISTING ROAD TRAFFIC SHALL BE DIVERTED SUITABLY IN CONSULTATION WITH ROAD AUTHORITY.

20. PROPER PROTECTION TO BE PROVIDED FOR ALL THE PILE CAP BEFORE STARTING OF EXCAVATION. THE DESIGN OF PROTECTION WORK SHOULD BE APPROVED BY THE ENGINEER-IN-CHARGE.

21. LAUNCHING SCHEME SHALL BE SUBMITTED BY CONTRACTOR AND BE APPROVED BY CHIEF BRIDGE ENGINEER IN CHARGE BEFORE COMMENCEMENT OF WORK.

BARS (GRADE DESIGNATED AS Fe-500)

DATA ARE TO BE FOLLOWED.

D.Bose

RITES /KOLKATA

Drawn By

(T.A.)RITES /KOLKATA

Sr. DGM / C (HQ)H.S. GHOSH

RITES /KOLKATAMgr/DesignR. BANERJEE

L

C OF DECK

L

C OF DECK

24m GIRDER

24m GIRDER

SCALE-1:50

SCALE-1:50SCALE-1:50

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RITES /KOLKATA

Drawn By

(T.A)D.G.M ( C)

RITES /KOLKATA

RITES /KOLKATA

Sr. DGM (C/HQ)

RITES /KOLKATA


APRIL-/2015

/2015

THIS DRG. IS BASED ON R.D.S.O. STANDARD DRG. NO. RDSO/B-10155/2

THIS DRAWING FOR CONSTRUCTION PURPOSE.

Sr.D.G.M ( C)

RITES /KOLKATA

MANAGER (DESIGN)

( A GOVT. OF INDIA ENTERPRISE )P.C.C M-20

'e' bars

'b' bars

Haunch 500 x 300

'h1'bars

'a2'bars

'd' bars

'g3' shear links

'g2' shear links

'c' bars

'a1'bars

S

L

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P

E

N

O

T

S

T

E

E

P

E

R

T

H

A

N

1

:

1

'g1' shear links

'h2' bars

S

L

O

P

E

N

O

T

S

T

E

E

P

E

R

T

H

A

N

1

:

1

60

0 T

H. W

EL

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AN

D

PA

CK

ED

B

OU

LD

ER

S

R.C.C DETAILS OF BOX SECTION 'B-B'SCALE 1:50

'f1' bars

'f2' bars

60

0 T

H. W

ELL

H

AN

D

PA

CK

ED

B

OU

LD

ER

S

'f2' bars

'h3' shear links

'a1'bars


SECTION AT C-C

E

A

R

T

H

S

L

O

P

E

2

H

:

1

V

PACKED BOULDER

600 mm. WELL

BED LEVEL

10 T @ 100 C/C

12 T @ 100 C/C

Q

8 T @ 200 C/C

10 T @ 200 C/C

Q

12 T @ 100 C/C

COPING

C.C. (M-25)

450 mm. SOIL TO BE EXCAVATED & FILLED BACK


10 T @ 200 C/C

Q

WEEP HOLE


M-35

c bars

OPENING OF CULVERT

d bars

'h2' bars

150 mm.THK. P.C.C WEARING COURSE (M-20)

M-35

'h1' bars

a2 bars

EARTH RETAINER

b bars

1 m.

TYP. DETAILS AT A-BSCALE 1:50

RITES /KOLKATA

AM(DESIGN)

GENERAL NOTES :-

SAND FILLING

M-20


R.C.C M-35

WEARING COURSE (M-20)


H.F.L = 285.484m.

FREE BOARD

CLERANCE

PROP. RAIL LEVEL 289.736

150 mm.THK. P.C.C

R.C.C M-35

SCALE 1:100

TO

S

TN

. K

OR

BA

R.C.C (M-35)

R.C.C (M-35)

C.L. OF PROP. TRACK-2

PLANSCALE 1:100

B

B

YUP STREAM

X

Q

Q

Q

BED LEVEL = 284.034

a2 bars

c bars

'h2' bars

'h1' bars


1m. SOIL TO BE EXCAVATED & FILLED BACK

DN STREAM

SECTION A-ASCALE 1:50


450mm. SOIL TO BE EXCAVATED & FILLED BACK

1

1

BED LEVEL

WEEP HOLES

C.C. (M-20) COPING

P

AC

KE

D B

OU

LD

ER

60

0 m

m. W

EL

L H

AN

D

E

A

R

T

H

S

L

O

P

E

1

V

:

2

H

150 mm.THK. P.C.C (M-20)

10 Q @ 100 C/C

16 Q @ 100 C/C

20 Q @ 100 C/C

10 Q @ 200 C/C

10 Q @ 200 C/C


12 Q @ 200 C/C

12 Q @ 200 C/C

T

T

T

T

T

T

T

BA

CK

FIL

L M

AT

ER

IA

L

(G

W,G

P,S

W) G

RO

UP

T

SL

OP

E A

S C

ON

VE

NIE

NT

F

RO

M C

ON

ST

RU

CT

IO

N

PO

IN

T O

F V

IE

W B

UT

N

OT

S

TE

EP

ER

T

HA

N 1

;1

1

12 Q @ 100 C/C

T

12 Q @ 100 C/C

T

1

BOTHWAY

2

9

.

2

6

m


B

A

TO

S

TN

. JU

NA

DIH

T

O

S

T

N

. K

O

R

B

A

T

O

S

T

N

. J

U

N

A

D

IH

BAR BENDING SCHEDULE OF BOX

10 @ 100 C/Ch3

10 @ 100 C/C

10 @ 100 C/Ch1

h2

10 @ 200 along

along span

barell and

g3

barell and

along span

10 @ 200 along

g2

barell and

along span

10 @ 200 along

g1

28 @ 200 C/Cf2

28 @ 200 C/Cf1

12 @ 200 C/Ce

d

c

BENDING OF BAR

12 @ 200 C/Ca2

25 @ 100 C/Cb

28 @ 200 C/C

a1

DIA & SPACING

OF BARS(m.m.)

MARKREMARKS


12 @ 200 C/C

h3

h1

h2

10 @ 200 along

along span

barell and

g3

barell and

along span

10 @ 200 along

g2

barell and

along span

10 @ 200 along

g1

f2

f1

12 @ 200 C/Ce

25 @ 100 C/Cd

c

BENDING OF BAR

12 @ 200 C/Ca2

b

a1

DIA & SPACING

OF BARS(m.m.)

MARKREMARKS

2193

2193

3500

1888

6076

1888

6076

14031403

6076

6076

3500

693

693

2031

693

6932031

440

440

447

16160

100

100

100

100

100

100

PROP. FORMATION LEVEL 288.998



300mm THK. BOULDER PITCHING


DROP WALL

CURTAIN WALL

16160

16160

PRO

DU

CED

BY A

N A

UTO

DESK

EDU

CA

TION

AL PR

OD

UC


PRO

DU

CED

BY

AN

AU

TOD

ESK

ED

UC

ATI

ON

AL

PRO

DU

CT



GENERAL NOTES


WITH CEMENT GROUTING300 mm.THK. STONE PITCHING

150 mm. TH. P.C.C. BASE COURSE (M-20)

FORMATION LEVEL 291.506

SLOPE 2

H : 1V


H.F.L = 289.981

WITH WEL COMPACTED SAND450mm. SOIL TO BE EXCAVATED & FILLED BACK

450

CLEARANCE

FREE BOARD

150 mm. THK. P.C.C WEARING COURSE M-20

BED LEVEL 286.931

3850

R.C.C (M-35)

A

B

SCALE 1:100

9001

625 R.C.C (M-35)

X

20 mm. GAP

225

D/S

R.C.C (M-35)

TOP PLAN

B

B

SCALE 1:100

R.C.C (M-35)

4000

4000

N.G.L = 290.424 m.

3500C.L. OF PROP. TRACK-1 C.L. OF PROP. TRACK-2

SLOPE 2H : 1V

450

300

4575

20

m

m. C

LE

AN

JO

IN

T

WITH CEMENT GROUTING300 mm.THK. STONE PITCHING

UP/S

225

TYP.DETAILS AT A & B

150 mm. THK. P.C.C BASE COURSE (M-20)

M-35

700

225

c bars

0.450m.

450

OPENING OF CULVERT

150

d bars

'h2' bars

150 mm. THK. P.C.C WEARING COURSE M-20

M-35'h1' bars

725

225

500

a2 bars

225450

EARTH RETAINER

b bars

SAND FILLING

500

SCALE 1:50

3850

1200

'g1' shear links

'h1' bars

g2 shear links 'h2' bars

'd' bars

'g3' shear links

'h3' bars

'g3' shear links

'h3' bars

'a2' bars

'a1' bars

'e' bars

'b' bars

Haunch 400 x 400

'f1' bars

f2 bars

'a1' bars

'e' bars

'f1' bars

f2 bars

'c' bars

SLOPE NOT STEEPER THAN 1 : 1

600

TH. W

ELL

HA

ND

PAC

KED

BO

ULD

ERS

SLOP

E NOT

STEE

PER

THAN

1 : 1

600

TH. W

ELL

HA

ND

PAC

KED

BO

ULD

ERS

500 4000 5005000

450

4000

500

5000

DETAILS OF R.C.C. BOX

SCALE 1:25SECTION AT B-B

225RAIL LEVEL 292.244

450

BRIDGE DETAILS :- BR. No. 6, AT Km.2 / 683, OF 1 x 4.0m. x 4.0m. BOX CULVERT.

6000

7180

DROP WALL

A. MANDAL (AM/DESIGN)

P.S. ROY

RITES /KOLKATA

Drawn By

CAD OPERATOR

RITES /KOLKATA


3500

C.L. OF PROP. TRACK-1 C.L. OF PROP. TRACK-2

6000

13900

3500

3500

13900

1. ALL DIMENSIONS ARE IN MILLIMETERS EXCEPT OTHERWISE STATED.

2. LEVELS ARE IN METERS.

3. ALL DIMENSIONS AND LEVELS SHOULD BE VERIFIED & RECONCILED BEFORE EXECUTION

4. LOADING STANDARD -

i) I.R.S. 25 TON LOADING 2008.

5. FOR CONCRETE, SPECIFICATION REFER I.S. 456 -2000 & I.R.S. CONC. BRIDGE CODE.

6. DESIGN CRITERIA - i) I .R .S. BRIDGE RULES , ii) I.R.S. CONCRETE BRIDGE CODE, iii) I.R.S. BRIDGE SUB-STRUCTURE & FOUNDATION CODE/I.R.C SECTION II..

7. REINFORCEMENT SHALL BE HYSD BAR OF GRADE Fe500 CONFORMING TO IS: 1786-1985

8. ALL R.C.C. SURFACE COMING IN CONTACT WITH SOIL SHOULD BE PAINTED WITH BITUMEN OR COAL TAR APPROVED QUALITY @ 1.464 KG/ Sqm.

9. CONCRETE GRADE - i) R.C.C. BOX ..................................M-35 (DESIGN MIX.) ii) ALL R.C.C. WORK .....................M-35 (DESIGN MIX) iii) ALL P.C.C. WORK......................M-20 (NOMINAL MIX)10. MAX. SIZE OF AGGREGATE TO BE USED IS 20 m.m.

11. EXPOSURE CONDITION IS MODERATE REF. C.L. NO. 5.4.1 OF I.R.S CONCRETE BRIDGE CODE.

12. CLEAR COVER OF 50m.m.

13. LAPPING OF BARS SHOULD BE MINIMIZED & ALL STAGGERED WHEREVER NECESSARY MINIMUM LENGTH OF LAP SHALL BE AS GIVEN IN IRS CONCRETE CODE 50d FOR TOR STEEL, THE NUMBER & LOCATION OF LAP IS TO BE DECIDED AT SITE.

14. WEEP HOLES TO BE PROVIDED IN RETURN WALLS BY USING 100/75 mm. DIA PVC PIPE @ 1000 C/C VERT. & 1000 mm.C/C HORI. IN STAGGERED BOTH WAY.

15. DEVELOPMENT/ ANCHORAGE LENGTH OF BAR SHALL BE 50D, WHERE D IS THE DIAMETER

16. RETURN WALLS AS PER C.L. 7.5 OF I.R.S. SUBSTRUCTURE & FOUNDATION CODE.

17. 600 mm. WELL HAND PACKED BOULDERS BACK FILLING TO BE PROVIDED BRIDGES THE BOX AND RETURN WALLS AS PER C.L. 7.5 OF I.R.S. BRIDGE SUBSTRUCTURE & FOUNDATION CODE.

19. TOLERANCE SHALL BE FOLLOWED AS PER C.L. 6.5 OF I.R.S. CONCRETE BRIDGE CODE.

20. BED SLOPE SHALL BE ADJUSTED AS PER SITE CONDITIONS BY COMPETENT AUTHORITY. IT SHOULD BE KEPT MINIMUM 1 IN 100.

21. DEPTH OF FOUNDATION SHOWN TENTATIVELY. HOWEVER, THIS MAY VARY TO SUIT SITE CONDITION & TO BE DECIDED BY THE ENGINEER-IN CHARGE AT SITE.

22. DESIGNED MAX. PRESSURE AT FOUNDING LEVEL= 21.0 t/Sqm.

23. ENGINEER AT SITE SHOULD SATISFY HIMSELF WITH THE S.B.C. OF SOIL.

24. FOR ALIGNMENT PLAN REFER DRG. No. RITES/KOL/SECL/KUS- , SHEET NO.- 07 OF 14 CE'S DRG. NO.-

25. DESIGN DATA LIKE FORMATION LEVEL, BED LEVEL, H.F.L., NO. OF TRACK ETC. ARE BASED ON PLAN & L- SECTION, HOWEVER THESE MAY BE RECHECKED AT SITE BEFORE EXECUTION.

26. PROVIDE 1 IN 72 SLOPE OF ROAD INSIDE THE BOX ALSO PROVIDE 1 IN 40 CROSS CAMBER INSIDE BOX AND TOP SLAB OF BOX FOR DRAINAGE PURPOSE.

27. EFFICIENT DRAINAGE & PUMPING ARRANGEMENT TO BE PROVIDED AS SHOWN IN DRAWING FOR DRAINAGE OF RAIN WATER.

28. APPROACH BANK TO BE PITCHED FOR SUITABLE LENGTH ON EITHER SIDE OF THE BRIDGE.

TO S

TN. K

OR

BA

TO S

TN. J

UN

AD

IH


SCALE 1:50SECTION AT C-C

EARTH

SLOPE 2

H : 1V

PACKED BOULDER600 mm. WELL

BED LEVEL

10 T @ 100 C/CQ

12 T @ 100 C/CQ

10 T @ 200 C/CQ

10 T @ 200 C/CQ12 T @ 100 C/CQ

450 350 1000

1400

350

750

COPINGC.C. (M-20) 1

00

1800

300100

WEEP HOLE

10 T @ 200 C/C BOTHWAYQ

10 T @ 200 C/C BOTHWAYQ

0.45 m. SOIL TO BE EXCAVATED & FILLED BACKWITH WELL COMPACTED SAND

1:1 1:1


1780

10 @ 100 C/Ch3

100

100

10 @ 100 C/C

10 @ 100 C/Ch1

h2

10 @ 200 along along spanbarell and

g3 390100

barell andalong span

10 @ 200 along g2 100390

barell andalong span10 @ 200 along g1

100

390

100

1780

4900

614

614

25 @ 200 C/Cf2 1455614

25 @ 200 C/Cf1614

1455

12 @ 200 C/Ce

d

c 4900

4900

BENDING OF BAR

12 @ 200 C/C 4900a2

20 @ 100 C/Cb

1788

4900

20 @ 200 C/Ca1 49001800

DIA & SPACINGOF BARS(m.m.)MARK

1788

REMARKS


20 @ 200 C/C

h3

h1

h2

10 @ 200 along along spanbarell and

g3

barell andalong span

10 @ 200 along g2

barell andalong span10 @ 200 along g1

f2

f1

12 @ 200 C/Ce

25 @ 100 C/Cd

c

BENDING OF BAR

12 @ 200 C/Ca2

b

a1

DIA & SPACINGOF BARS(m.m.)MARK REMARKS

1800

13800

13800

13800

738

1082

4340

4440

DETAILS OF R.C.C WING WALLSECTION A-A

SCALE 1:50

2000

WITH WELL COMPACTED SAND0.450 m. SOIL TO BE EXCAVATED & FILLED BACK 1

1

550 2550

BED LEVEL

WEEP HOLES

300C.C. (M-20) COPING

P

AC

KE

D B

OU

LD

ER

600 m

m. W

ELL H

AN

D

E

A

R

T

H

S

L

O

P

E

1

V

:

2

H

1450

100

150 mm.THK. P.C.C (M-20)

45001400

10 Q @ 100 C/C

20 Q @ 200 C/C

25 Q @ 100 C/C

10 Q @ 200 C/C

10 Q @ 200 C/C


16 Q @ 200 C/C

16 Q @ 200 C/C

550

T

T

TT

T

T

T

BA

CK

FILL M

AT

ER

IA

L

(G

W,G

P,S

W) G

RO

UP

T

VA

RY

ING

434

0 TO

750

SLO

PE

A

S C

ON

VE

NIE

NT

F

RO

M C

ON

ST

RU

CT

IO

N

PO

IN

T O

F V

IE

W B

UT

N

OT

S

TE

EP

ER

T

HA

N 1;1

1

200

16 Q @ 100 C/CT

16 Q @ 100 C/CT

1

BOTHWAY

750

1500

300

250019

6054

0

1500

2000 14

6054

0

300

500

500

1200

900

7180

C.L. OF PROP. BRIDGE

500

500

450

CC

300

300

7180

2284

2

300

300

7180

1500

1500

5482

FLOW

WIT

H C

EMEN

T G

RO

UTI

NG

300

TH. S

TON

E PI

TCH

ING

A

A

Y

20 mm. GAP

D/S

CURTAIN WALL

300

300

7180

2284

2

300

300

7180

1500

1500

5482

WIT

H C

EMEN

T G

RO

UTI

NG

300

TH. S

TON

E PI

TCH

ING

WING WALL

RETURN WALL

C.L. OF PROP. BRIDGE

7180 718013900

300

300

300 300

2000

540

900

300

300

300 300

2500

540

900

450

25 Q @ 100 C/CT

R. BANERJEE (Mgr/DESIGN)

RITES /KOLKATA

H. S. GHOSH

Sr. DGM/C (HQ)

RITES /KOLKATA

6.0

m.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTPR

OD

UC

ED B

Y AN

AU

TOD

ESK ED

UC

ATIO

NA

L PRO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTPR

OD

UC

ED B

Y A

N A

UTO

DES

K E

DU

CA

TIO

NA

L PR

OD

UC

T

C OF BRIDGE

L

R.C.C. M-35

E

A

R

T

H

S

L

O

P

E

2

H

:

1

V

'e' bars

'b' bars

'f1' bars

Haunch 350 x 350

'h1' bars

a1 bars

'd' bars

'g3' shear links

'g2' shear links

'c' bars

'f1' bars

'a1' bars

S

L

O

P

E

N

O

T

S

T

E

E

P

E

R

T

H

A

N

1

:

1

600 T

H. W

ELL H

AN

D

PA

CK

ED

B

OU

LD

ER

S

S

L

O

P

E

N

O

T

S

T

E

E

P

E

R

T

H

A

N

1

:

1

600 T

H. W

ELL H

AN

D

PA

CK

ED

B

OU

LD

ER

S

BED LEVEL 286.749 m

150 TH. P.C.C. BASE COURSE (M-20)

1.0m. SOIL TO BE EXCAVATED & FILLED BACK

WITH WEL COMPACTED SAND


1 OF 1

APRIL - 2015

1:100 & 50

C OF BRIDGE

L

150 TH. P.C.C. (M-20) BASE COURSE

EARTH RETAINER

150 TH. P.C.C. (M-25) WEARING COURSE

'h1' bars

'g2' bars

'a1' bars

'd' bars

'c' bars

TYP. DETAILS AT A & B

'g1' shear links

300 TH. STONE PITCHING


'b' bars

OP

EN

IN

G O

F C

UL

VE

RT

'h3' shear links

'h2' bars

40 mm. PIPE FOR DRAINAGE

SAND FILLING

UP/S

A

DD

WING WALL

30

0 T

H. S

TO

NE

P

IT

CH

IN

G

WIT

H C

EM

EN

T G

RO

UT

IN

G

S.E. RLY./GRC.

XEN (BR.)

DY.CE. (BR.)

CBE Sr. DEN (Co-Ord)

S.E. RLY./KGP.S.E. RLY./GRC.

S.E. RLY./GRC.

Sr. DEN (WEST)

S.E. RLY./KGP.


M-20

C OF BRIDGE

L

DETAILS OF R.C.C. RETAINING WALL

SLOPE AS CONVENIENT FROM CONSTRUCTION

POINT OF VIEW BUT NOT STEEPER THAN 1:1

150 THICK P.C.C. (M-20)

1m. SOIL TO BE EXCAVATED

FILLED BACK WITH WELL

BED LEVEL

600 m

m. W

ELL H

AN

D P

AC

KE

D B

OU

LD

ER

WEEP HOLES

E

A

R

T

H

S

L

O

P

E

2

H

:

1

V

C.C. 1:1.5:3

10 T @ 100 C/C

10 T @ 125 C/C

Q

10 T @ 200 C/C

Q

16 T @ 200 C/C

Q

25 T @ 200 C/C

Q

10 T @ 200 C/C

Q

16 T @ 200 C/C

Q

BA

CK

FILL M

AT

ER

IA

L

(G

W,G

P,S

W) G

RO

UP

COPING

SCALE 1:50

BOTH WAYS

25 T @ 100 C/C

Q

BOTH WAYS

16 T @ 100 C/C

Q

20 T @ 100 C/C

Q

16 T @ 100 C/C

Q

Q

20 T @ 200 C/C

Q

SECTION AT C-C


SCALE 1:50

SECTION AT D-D

E

A

R

T

H

S

L

O

P

E

2

H

:

1

V

1

:

1

1

:

1

C

UR

TA

IN

W

AL

L

59

90

WING WALL WING WALL

C OF BRIDGE

L

WING WALL

C

C




10 @ 100 C/Ch3

10 @ 100 C/C

10 @ 100 C/Ch1

h2

10 @ 200 along

along span

barell and

g3

barell and

along span

10 @ 200 along

g2

barell and

along span

10 @ 200 along

g1

28 @ 200 C/Cf2

28 @ 200 C/Cf1

12 @ 200 C/Ce

d

c

BENDING OF BAR

12 @ 200 C/Ca2

25 @ 100 C/Cb

28 @ 200 C/C

a1

DIA & SPACING

OF BARS(m.m.)

MARK

REMARKS


12 @ 200 C/C

h3

h1

h2

10 @ 200 along

along span

barell and

g3

barell and

along span

10 @ 200 along

g2

barell and

along span

10 @ 200 along

g1

f2

f1

12 @ 200 C/Ce

25 @ 100 C/Cd

c

BENDING OF BAR

12 @ 200 C/Ca2

b

a1

DIA & SPACING

OF BARS(m.m.)

MARK

REMARKS

2165

2165

4400

1888

6000

1888

6000

17031703

6000

6000

4400

553

553

1809

553

5531803

440

440

447

16850

100

100

100

100

100

100

16850

16850

PRO

DU

CED

BY A

N A

UTO

DESK

EDU

CA

TION

AL PR

OD

UC


PRO

DU

CED

BY

AN

AU

TOD

ESK

ED

UC

ATI

ON

AL

PRO

DU

CT


706

C/30

CYCLE STAND

TIME OFFICE SECU

RITY

OFF

ICE

BLDG

TO JUNADIH

TO BANKI (KM 4.25),

(FOR SURAKACHAR TO FCI SIDING )

GO

OM

TY

TO C

GM

OFF

ICE

BOUNDARY WALL

BOUN

DARY

WAL

L

TO C

GM O

FFIC

E

OVE

R BU

RDEN

OVER BURDEN OVER BURDEN

K-1

PUCC

A RO

AD

CONVEY

OR LINE

CO

NV

EYO

R

DUMPER ROAD

DUMPER ROAD

TO M

INES

ROA

D

PLANTATION AREA

CH:3

000

32.3

m

TO JUNADIH

CLEARENCE=7.72m.

(CONVEYOR TO GROUND)

POLICE STN

S T O R E

SURGE

BUNKER

K

U

S

M

U

N

D

A

OPEN CAST MINE

TO KORBA

HT

HT

HT

HT

HT

HT

HT

HT

HT

HT

HT

HT

HT

HT

HT

HT

706

C/32

706

C/34

706

C/36

706

C/38

706

C/40

706

C/42

706

C/44

707

707

C/4

707

C/6

707

C/8

707

C/10

707

C/12

707

C/14

CO

NV

EYO

R L

INE

W. B

.

C.L

OF E

ND P

ANEL

(EAS

T),

CH: 5

52.5

3M

HIGH LEVEL COAL LOADING PLAT

FORM

BR N

o: 64

, 3x4

.57m

R.C

SLA

B

CH 38

00m

F/C

SB

BR N

o 69,

1X 3.

66M

FT,

CH:

285.4

M

BR N

o 68

, 1x3

.66m

FT,

CH:

669

.0M

BR

No

66, 2

X 4

.58m

FT,

CH

: 203

0.5M

BR

No.

65B

, 2x

4.58

m F

T, C

H: 3

59.5

9M

707

KM

R 280 LEVEL

HAUL ROAD W.B

. ENT

RY

ROAD

SER

VIC

E R

OA

D

ENTR

Y RO

AD

(PROP. COAL TRANSPORT ROAD)

R 207 F 184

809

LEVEL

F.L=

294.

05CH

: 47.

11m

F.L=

294.

72m

CH

: 967

.2m

F/C

SB

GA

TE L

OD

GE

CH

:100

0

CH:2000

CH:3

000

42m

WEIGHBRIDGE

SRJ (

1 IN

12

CS),

CH:2

58.8

33M

(TO

BE

DIS

MA

NTL

ED)

HIGH LEVEL COAL LOADING PLATF

ORM

M.I.

T. B

UIL

D(T

O B

E SH

IFTE

DSU

ITA

BLY

)

LT LINE

11K

V H

T LI

NE

XIN

G, C

H: 1

435.

0M(T

O B

E SH

IFTE

D S

UIT

AB

LY)

SRJ (

1 IN

12

CS),

CH:2

81.8

33M

CURVE - 1E RH

T = 33.333mLC = 66.513m

CURVE No. 2G LH

TL=100.837mCL=198.396m

6.0m

6.0m6.0m

6.0m6.0m

6.0m

SRJ (

1 IN

8.5

CS)

, CH

:196

.65M

SRJ (

1 IN

12

CS),

CH:1

37.0

M

D / E

ND, C

H: 01

7M

BR N

o. 6

5A,

2x1.

22m

FT,

CH

: 592

.99M

W.B

., CH

: 290

.80m

6.0m

6.0m

CURVE - 1G RHTL=12.996mCL=25.975m

CURVE - 1F RHTL= 20.05mCL= 39.987m

6.0m6.0m

6.0M

12.85M

710

KM

HAUL ROAD

W.B

. ENT

RY

ROAD

EXIST. WORK SHOP NO: 2( TO CONVERTED AS PROP.10 MTPA WASHERY SITE )

TMS BUILD

(5MX 4M)

70.0M89.OM

25.0M

21.0

M

GROUND CLEARENCE 7.72m.

CL O

F EN

D PA

NEL

WES

T, C

H: 6

44.6

M

HAUL ROAD

Plate No.- XXIV PROP. MAIN CHP. OF KUSMUNDA OCP (50 mty )

SYSTEM LAYOUT PLAN FOR

367

FL= 288.695M, CH: 140.0M(FOR KUSMUNDA SIDING)

EXISTING LINE SHOWN IN BLACK----------------------------------

PROPOSED WORK (PHASE- I) SHOWN IN RED----------------------

EXIST. ROAD/ STRUCTURE SHOWN IN BLACK-------------------------

DISMANTLING WORKS SHOWN IN BLACK DOTTED--------------------H.T. LINE SHOWN THUS-----------------------------------------------------

PROP. MAIN LINE WORK SHOWN IN BLUE -------------------------------

HT

20m 10 0 10 20m

RITES LIMITED( A GOVT. OF INDIA ENTERPRISE )

AUTHORITY OF WORK - SOUTH EASTERN COAL FIELDS LIMITED

[ S.E.C.L. ]

DRG.No.-

SCALE- 1: 1000 (1 CM= 10M) SH. No

RITES/KOL/SECL/KUS- 305/ 2014

DATE:- MAY' 2015

1 OF 2 REV 0

PROPOSED WORK (PHASE-II) SHOWN IN GREEN----------------------

PROP. EAST WEST LINE & URGA CONNECTION SHOWN THUS --

DesignationName

SignatureDesignation

Name Signature

HQ OFFICERS' SIGNDIVISIONAL OFFICERS' SIGN.

C.E.S.E.C.R.C.O.M.S.E.C.R. D.R.MS.E.C.R, BSPSr.DEN/CO-ORD)SECR, BSPSr.D.O.MSECR, BSP

Sr. D.S.T.ESECR, BSPSr. D.C.MSECR, BSP

C.E.E.S.E.C.R.

Sr.D.M.ESECR, BSP

Sr.D.E.E/ TRDSECR, BSP

C.S.T.E.S.E.C.R.C.C.M.S.E.C.R.C.M.E.S.E.C.R.

6.70

M

B

60.98M

59.74M

TO JUN

ADIH

7.44M

C

C

AB

12.5

M

BR

1, 2

X4.

58m

FT,

CH

: 174

.31M

(SEC

L SI

DIN

G)

HAUL ROAD

PLANTATION AREA

PLANTATION AREA

CURVE No. 2F LH

TL=99.946mCL=196.699m

TP2,

CH

: 266

.18M

FM, C

H: 3

58.8

33M

FM, C

H: 8

5.74

M

FM, C

H: 1

49.8

M/ C

H: 5

5.0M

CURVE No. 2H&2J LHT = 102.08mCL= 201.394m

CURVE No. 3H&3J LH

T = 37.583mLC = 75.119m

CURVE No. 2K LH

T = 99.098mCL= 195.082m

KEY PLAN( SCALE:- N.T.S. )

SILO- 2

SILO- 3

SILO- 4

W.BW.B

W.BW.B

W.BW.B

W.BW.B

W.B

W.BW.B

W.BW.B

CAL= 909.0M (WB -FM)

FUTURE R&D LINE ( LINE No. 1)FUTURE R& D LINE ( LINE No. 2)

ENGINE ESCAPE LINE (LINE No. 3)R& D LINE ( LINE No.4)R& D LINE ( LINE No.5)

B

/ V

A

N

R

E

V

E

R

S

A

L

CA

L =

75m

FUTURE R & D LINE (LINE No. 10)

ENGINE ESCAPE LINE (LINE No 9)

ENGINE ESCAPE LINE ( LINE No. 6)CAL=869m (WB-FM)

R& D LINE ( LINE No 1)

CAL=797.6M (FM- FM)

DESPATCH LINE ( LINE No 3)

R&D LINE ( LINE No 2)RECEPTION LINE ( LINE No 4)RECEPTION LINE ( LINE No. 5)DESPATCH LINE (LINE No 6)

RECEPTION LINE (LINE No 7)RECEPTION LINE (LINE No 8)

DESPATCH LINE (LINE No 9)R&D LINE (LINE No 10)R&D LINE (LINE No 11)

PT ( 1

IN 12

CS), C

H: - 0

40.0M

,

3382

.59m

CHAMPA/

( KORBA - 5.759 KM )

R O B

PT, C

H: 2

733.

66m

LOAD -- 1

ENGINE ESCAPE LINE

LOAD -- 2

HIGH LEVEL LOADING PLATFORM

UP LINEDN LINE

R & D LINE (LINE No. 7)

SRJ (

1 IN

12), C

H:15

8.833

M

SRJ (

1 IN

12 C

S), C

H:13

7.0M

W.BW.B

WES

T PA

NEL

CA

BIN

,C

H:2

415.

0M

CH 5

69.5

9m (K

BS)

FL=2

88.2

5m

985 251

809251

CH 7

74.5

9m (K

BS)

FL=2

89.0

7m

CH 2

402.

59m

FL=2

88.6

85m

985640

FL=2

89.2

7mCH

: 202

7.59

184640

974L

R 207 F 184

F.L=

294.

05m

CH

: 312

.59m

F.L=

294.

72m

CH: 9

67m

F/C

SB

T

O

J

U

N

A

D

I

H

C

A

B

IN

E

N

D

P

A

N

E

L

L

-1

L

-2

L

-4

L

-3

L

-5

L

-6

L

-7

C

A

L

=

8

9

8

.5

7

m

C

A

L

=

8

3

4

.9

m

C

A

L

=

8

0

3

.4

m

C

A

L

=

8

9

1

.7

m

C

A

L

=

8

9

5

.8

m

1

3

.7

M

x

1

8

5

M

L

O

N

G

H

.L

. P

A

S

S

P

F

1

1

.5

m

x

4

1

0

.3

M

L

O

N

G

H

.L

. P

A

S

S

P

F

U

P

D

N

T

O

B

A

N

K

I / S

U

R

A

K

A

C

H

A

R

S

B

T

O

N

T

P

C

M

G

R

N

T

P

C

E

X

C

H

.

Y

A

R

D

U

P

D

N

B

R

N

o

. 6

8

, 1

X

3

.6

6

M

F

T

, C

H

: 6

6

9

.0

M

B

R

N

o

. 6

9

, 1

X

3

.6

6

M

F

T

C

O

M

L

O

O

P

- 1

C

A

L

=

7

3

4

.0

M

C

O

M

L

O

O

P

- 2

, C

A

L

=

7

8

3

.0

M

C

L

O

F

S

P

L

- C

L

A

S

S

C

A

B

IN

O

P

E

R

A

T

E

D

L

-X

IN

G

, C

H

. 6

5

0

.6

m

F

/C

S

B

H

.L

. C

O

A

L

L

O

A

D

IN

G

P

.F

. (7

5

5

M

X

5

3

M

)

R & D LINE (LINE No. 8)

MAIN LINE GRADIENT TO BE REGRADED

FROM CH:3219.19M TO CH: 3616.6M

CRS's SANCTION TO BE OBTAINEDCAL=865.7m (WB-FM)

CAL=870.0m (WB-FM)CAL=870.0m (WB-FM)

CAL=741.3M (SRJ- D/S)CAL=764.1M (SRJ- FM)CAL=825.4M (FM- FM)CAL= 772.0M (SRJ- FM)CAL=763.6M (SRJ- D/S)CAL=855.2M (FM- FM)

CAL= 751.7m (SRJ -FM)

CAL= 722.9M (SRJ - FM)CAL= 821.3M (WB -FM)

CAL= 763.4m (FM -FM)CAL= 754.2m (FM - SRJ)CAL= 782.5m (FM -SRJ)CAL= 785.4m (FM -FM)CAL= 775.8m (FM - SRJ)CAL= 804.6m (FM - SRJ)CAL= 813.0m (FM - FM)

SILO- 1

Sr. DEN (EAST)SECR, BSP

Sr.D.E.E (G)SECR, BSP

B

R

N

o

4

, 2

X

4

.5

M

R

C

C

B

O

X

, C

H

:1

2

9

3

M

C

H

: 2

8

5

.4

M

LAYOUT FOR PROP. RLY. SIDING OF NEW KUSMUNDA AREA, FOR

DESPATCH OF WASHED COAL FROM WASHERY & RAW COAL FROM

NEW KUSMUNDA OCP NEAR GEVRA ROAD (GAD) STN

ENGINEERING SCALE PLAN

S. E. C. RLY.

BILASPUR DIVISION (BSP)

(ROA

D TO

BE

CLOS

ED)

SPUR LINE,

CAL=64.48M

SPUR LINE, CAL=62.48M

4.86

M 4.86

M

(RO

AD

CLO

SED

)

C:\Users\U

ser\Desktop\SIG

N O

F RITES&SECL.jpg

EXIST. RLY. LAND BOUNDARY SHOWN THUS --------------------

NOTES: 1. SILO, ELEC. IN-MOTION WEIGH BRIDGES & ASSOCIATED MACHINERIES PLANTS

WILL BE OF RDSO APPROVED DESIGN.

2. FOR WEIGH BRIDGES, STRAIGHT AND LEVEL TRACK WITH OUT POINTS &

CROSSING ON 100M EITHER SIDE OF WEIGH RAIL HAS BEEN ENSURED.

3. COPY OF RDSO's APPROVAL AND TECHNICAL DETAILS OF SILO WILL BE

PROVIDED TO RAILWAYS FOR SCRUTINY BEFORE PLACEMENT OF FINAL

PURCHASE ORDER. 4. RLY.s SOD ( LATEST VERSION) WILL BE FOLLOWED DURING INSTALLATION.

5. PATHWAYS & GENERAL ILLUMINATION TO BE PROVIDED IN R&D LINES.

CENTER OF SILO-1, X=2862780.08M

,

Y=927589.997M, FL=290.309M

CENTER OF SILO- 2, X=2862782.56

2M,

Y=927563.116M, FL=290.309M


M,

Y=927531.635M, FL=290.309M


M,

Y=927504.711M, FL=290.309M

6.0M

9.38

M

12.5

M

6.85M

9.9M

9.9M

ENGINE LINE, CAL= 87.56M

15.4

2M

FL=2

88.6

85m

985LEVEL

CH

: 144

.59M

( SEC

L SI

DIN

G )

T= 200.6MCL= 395.64MTL=70.0M

T= 182.0MCL= 358.88M

TP, C

H: 6

29.0

4M

TP, C

H: 5

98.3

7M

251

LOAD No. 2, CAL= 809.52M (FB TO

PT)

LOAD No. 1, CAL= 824.52M ( FM T

O PT )ENGINE LINE & PILOT RECEPTI

ON LINE NO. 1, CAL= 779.52M ( PT

TO FB )4.86M

4.86M

F 280LEVEL

FL=

290.

61M

CH

: 678

.61M

, (FO

R

KU

SMU

ND

A S

DG

)

FL=

290.

61M

CH

: 708

.0M

, (FO

R

KU

SMU

ND

A S

DG

)

4.86M

TANK

PROP. NEW KUSMUNDA BLOCK SDG. ( NKBS) SHOWN IN BLUE --LAND BOUNDARY FOR PROP. RLS SDG. SHOWN THUS---------

BR N

o. 1

A,

1X 2

.5m

RCC

BO

X,

CH

: 540

.0M

, FL=

289.

842M

4.750

CH: 7

546.

0mF.

L=32

0.85

MCH

: 319

5.0m

F.L=

293

.39M

CH: 3

080.

0mF.

L=29

3.39

M

CH: 1

920.

0mF.

L=29

1.15

6M

ST= 50M

33 K

V H

T LI

NE

P

R

O

P

. O

V

E

R

R

U

N

L

IN

E

MAIN LINE GRADIENT TO BE REGRADED

FROM CH: 3219.19 TO CH: 3616.6M

25.0M25.0M

CREW REST ROOM

(7.5MX 4.5M)

100M SHUNTING NECK

6.000

100M SHUNTING NECK

CH 5

69.5

9m (K

BS)

FL=2

88.2

5m

985 251

CH

144

.59m

(KB

S)FL

=288

.685

m

985640

FL=2

89.1

29m

CH

: 138

.41M

(KB

S)

260UP640

FL=2

89.2

7mC

H: 2

30.4

1M (K

BS)

184DN 640DN

640DN

FL=2

89.9

8mC

H: 3

60.4

1M(K

BS)

184UP 260UP

6.001

6.0006.000

CS

CS

ENGINEHOLDING SPUR

6.81

M

TP1,

CH

: 247

.9M

FM, C

H: 2

58.1

5M

6.0M

5.3M

0000

0100

0200

0300

0400

0500

0600

0800

1200

1300

1400

1520

1600

1700

1800

1900

2000

2100

2200

2300

2400

2500

2600

CHAINAGE

GROUND LEVEL

FORMATION LEVEL

288.453

ALIGNMENT

GRADE

288.515

288.578

288.640

288.702

288.765

288.827

288.890

288.952

289.015

289.077

289.140

3.145

285.725

289.202

2.677

286.525

289.265

2.427

286.838

289.327

-8.101

297.428

289.390

-9.006

298.396

289.452

-8.948

298.400

289.515

-4.685

294.200

289.577

1.772

287.805

289.640

0.040

289.600

289.702

-2.823

292.525

289.742

-6.458

296.200

289.759

-11.210

300.969

289.775

-11.345

301.120

289.792

-12.366

302.158

289.808

-12.896

302.704

289.825

-11.130

300.955

289.842

-9.563

299.405

289.859

-11.366

301.225

289.875

-11.850

301.725

289.892

-13.625

303.517

289.909

-15.116

305.025

289.925

-17.595

307.520

289.942

-16.583

306.525

289.959

-12.166

302.125

289.975

-7.621

297.596

289.992

0.272

289.720

290.009

1.975

288.034

290.025

2.172

287.853

290.042

2.268

287.774

290.059

-2.396

292.455

290.075

-7.550

297.625

290.092

-9.592

299.500

290.109

-9.991

300.100

290.125

-9.510

299.635

290.142

-9.708

299.850

290.159

-11.016

301.175

290.175

-13.526

303.701

290.192

-15.823

306.015

290.208

-17.647

307.855

290.225

-19.357

309.582

290.242

-19.473

309.715

290.259

-19.667

309.926

-20.400

310.675

-20.733

311.025

-21.480

311.789

-21.916

312.225

-24.716

315.025

-24.026

314.335

-23.291

313.600

-0.741

291.050

-0.391

290.700

-0.376

290.685

-0.648

290.957

-0.841

290.150

-0.745

290.054

-0.391

290.700

-0.591

290.900

-0.791

291.100

0.279

290.030

0.265

290.044

0.209

290.100

0.146

290.163

0.109

290.200

-0.191

290.500

-0.645

290.968

-0.581

290.920

-0.899

291.255

-0.828

291.200

-1.261

291.650

-2.580

292.986

-2.857

293.279

-3.561

294.000

-5.144

295.600

-6.328

296.800

-7.196

297.685

-6.259

296.765

-4.703

295.225

-4.661

295.200

-5.004

295.560

-5.504

296.077

-6.396

296.985

-6.619

297.225

-3.703

294.325

-4.481

295.120

-3.269

293.925

-2.854

293.526

-3.513

294.202

-3.167

293.872

-3.283

294.005

-2.862

293.600

-2.995

293.750

-2.653

293.425

-3.107

293.895

-7.980

298.785

-7.217

298.039

-7.162

298.000

-6.930

297.785

-6.783

297.655

-6.612

297.500

-6.422

297.327

-6.428

297.350

-6.562

297.500

-6.765

297.720

-6.923

297.895

-7.223

298.211

-7.095

298.100

-7.028

298.050

-7.062

298.100

-6.977

298.032

291.055

-7.190

298.262

291.072

-6.992

298.080

291.088

-6.725

297.830

291.105

-6.478

297.600

291.122

-6.447

297.585

291.155

-6.422

297.577

291.172

-5.928

297.100

291.188

-5.717

296.905

291.206

-5.094

296.300

291.248

-4.702

295.950

291.298

-4.360

295.658

291.348

-4.102

295.450

291.398

-4.102

295.500

291.448

-3.752

295.200

-4.402

295.900

0410

289.734

RISE 1 IN 1200 ( 0.083 % )

LEVEL

RISE 1 IN 400 ( 0.25 % )

289.734

290.309

291.211

S

R

J

(

1

I

N

1

2

)

,

C

H

:

1

3

7

.

0

m

.

S

R

J

(

1

I

N

1

2

)

,

C

H

:

2

0

8

.

8

3

3

m

.

T

P

-

2

,

C

H

:

3

9

2

.

8

8

3

m

.

T

P

-

1

,

C

H

:

5

5

3

.

7

3

5

m

.

T

P

-

2

,

C

H

:

7

4

8

.

8

1

7

B

R

N

o

4

,

2

X

5

m

R

C

C

B

O

X

,

C

H

:

1

3

0

5

.

0

m

.

F

L

=

2

9

0

.

3

0

9

m

.

CURVE No 1E(RH)

TL=33.333m

CL=66.513m

CURVE - 3E (L.H)

R =875m

TL=24.534m

CL=49.056m

CURVE No 2E (L.H.)

R =450m

TL=99.098m

CL=195.082m

S

R

J

/

T

A

K

E

O

F

F

O

F

N

E

W

K

U

S

M

U

N

D

A

S

I

D

I

N

G

,

C

H

:

0

/

0

0

0

,

3

3

4

2

.

5

9

m

F

/

C

S

B

,

K

M

7

0

8

.

5

0

4

F

/

H

W

H

-0.539

288.992

-0.835

289.350

-0.922

289.500

0.040

288.600

0.900

287.800

2.755

286.010

2.027

286.800

2.690

286.200

3.677

285.275

3.815

285.200

2.877

286.200

RISE 1 IN 320 ( 0.312 % )

288.453

1483

290.309

290.309

290.275

290.323

290.339

290.356

290.372

290.389

290.406

290.422

290.439

290.456

290.472

290.489

290.506

290.522

290.539

290.556

290.573

290.589

290.606

290.622

290.639

290.656

290.672

290.689

290.705

290.722

290.738

290.755

290.772

290.788

290.805

290.822

290.838

290.855

290.872

290.888

290.905

290.922

290.938

290.955

290.972

290.988

291.005

291.022

291.038

291.138

HOR:

SCALE

S

R

J

(

1

I

N

1

2

)

,

C

H

:

1

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2700

2800

2/565.05

CURVE No 4E (RH)

R =360m

TL=73.612m

CL=145.222m

290.292

290.309

290.309

290.309

290.309

290.309

290.309

290.309

290.309

290.309

290.309

290.309

290.309

290.309

290.309

290.309

290.309

290.309

290.309

290.309

291.498

291.548

291.598

291.648

291.698

291.748

291.798

291.848

2830.659

291.874

295.600

295.700

295.750

295.850

295.900

296.300

295.150

295.600

-4.402

-4.402

-4.402

-4.402

-4.402

-4.402

-4.402

-4.402

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.

VER:

DATUM +200m

ABOVE MSL

0020

0040

0060

0080

0120

0140

0160

0180

0220

0240

0260

0280

0320

0340

0360

0380

0420

0440

0460

0480

0520

0540

0560

0580

0620

0640

0660

0680

0700

0720

0740

0760

0780

0820

0840

0860

0880

0900

0920

0940

0960

0980

1000

1020

1040

1060

1080

1100

1120

1140

1160

1180

1220

1240

1260

1280

1320

1340

1360

1380

1420

1440

1460

1480

1500

1540

1560

1580

1620

1640

1660

1680

1720

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1760

1780

1820

1840

1860

1880

1920

1940

1960

1980

2020

2040

2060

2080

2120

2140

2160

2180

2220

2240

2260

2280

2320

2340

2360

2380

2420

2440

2460

2480

2520

2540

2560

2580

2620

2640

2660

2680

2720

2740

2760

2780

2820

Designation Name Signature Designation Name Signature

HQ OFFICERS' SIGN DIVISIONAL OFFICERS' SIGN.

C.E.S.E.C.R.C.O.M.

S.E.C.R.

D.R.MS.E.C.R, BSP

Sr.DEN/Co-ordSECR, BSP

Sr.D.O.MSECR, BSP

Sr. D.S.T.ESECR, BSPSr. D.C.M

SECR, BSP

C.E.E.S.E.C.R.

Sr.D.M.ESECR, BSP

Sr.D.E.E/ TRDSECR, BSP

C.S.T.E.S.E.C.R.C.C.M.

S.E.C.R.C.M.E.

S.E.C.R.

C

L

O

F

S

I

L

O

-

2

,

L

I

N

E

N

o

5

,

C

H

:

1

2

7

0

.

6

6

6

m

.

C

L

O

F

W

.

B

,

L

I

N

E

N

o

5

,

C

H

:

1

2

8

5

.

6

6

6

m

.

B

R

N

o

5

,

1

X

4

.

0

m

.

R

C

C

B

O

X

,

C

H

:

2

6

8

3

.

0

m

,

F

L

=

2

9

1

.

5

0

6

m

.

RISE 1 IN 1200 ( 0.083 % )

1.0 KM. 2.0 KM.0.5 KM. 1.5 KM. 2.5 KM.

1:2500(1cm=25m)

1:500(1cm=5m)RITES LIMITED


AUTHORITY OF WORK - SOUTH EASTERN COAL FIELDS LIMITED [ S.E.C.L. ]

DRG.No.-

SH. No

RITES/KOL/SECL/KUS- 305/ 2014

NOVEMBER' 2014

2 OF 2 REV 0

DATE:-

C

L

O

F

W

.

B

,

L

I

N

E

N

o

5

,

C

H

:

1

2

5

5

.

6

6

6

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.

1

1

K

V

H

T

L

I

N

E

X

I

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G

,

C

H

:

2

1

1

7

.

0

m

.

T

O

B

E

S

H

I

F

T

E

D

S

U

I

T

A

B

L

Y

NAME OF WORK -

LAYOUT FOR PROP. RLY. SIDING OF NEW KUSMUNDA AREA, FORDESPATCH OF WASHED COAL FROM WASHERY & RAW COAL FROM

NEW KUSMUNDA OCP NEAR GEVRA ROAD STN (GAD)LONGITUDINAL SECTION

S. E. C. RLY. BILASPUR DIVISION (BSP)

Sr.D.E.E/ GSECR, BSP

Sr. DEN (EAST)SECR, BSP

Documents

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