track structure no. description value to · pdf filep.c.c. 1:3:6 well compacted sand black...

KM 5.00

KM7.00

KM3.00

KM2.00

KM

2.00

KM8.00

KM9.00

KEY PLANNOT TO SCALE

TRACK STRUCTURE

SR.NO. DESCRIPTION

01

02

03

RAIL

SLEEPER

BALLAST

PSC (1540 Nos Per Km)

250 mm04

SPEED POTENTIAL

VALUE

60 KG 90-UTS

MORE THAN 50 KMPH

TO SALW

A /

NAGPUR

CAR

T

TRAC

K

TO B

ABD

EO

CAR

T TR

ACK

TO K

ANHA

N /

NAG

PUR

TO KUMHARI GAON

WAT

ER C

HANE

L

TO B

E CL

OSE

D

TO INPLANTYARD

WATER

CHANEL TO BE

CLOSED

TO CHACHER

UP MAIN

N.T.P.C LIMITED

RITES LIMITEDCONSULTANTS & ENGINEERS

CHACHER ST

ATION Y

ARD

KEY PLAN

RITES/NGP/MAUDA/ 2X500 MW & 2X660 MW /KEY PLAN/NO.:- 01/2010

TO R

AM

TEK

TO MAUDA

TO NAGPUR

H.T. LIN

E

H.T. LIN

E

H.T. LIN

E

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

P.C.C. 1:3:6WELL COMPACTED SAND

BLACK COTTON SOILWITH LIME TREATMENT

150 300

150

300

RETURN WALL ON BLACK COTTON SOIL

BRIDGE DETAILS

GRADE

BRIDGE ALIGNMENT

PROPOSED RAIL LEVEL

PROPOSED FORMATION LEVEL

269.670

269.000

LEVEL

LOADING HM LOADING

STRAIGHT

BATTER 1:12BA

TTER

1:7

4500 542450

929 800

7221

300

2200

6500

C/S OF RETURN WALL(SCALE 1:100)

RL 269.000

RL 262.500

RL 260.000

#32mm @ 150 C/C#20mm @ 200 C/C

DETAILS AT "B" (BOTTOM SLAB)

150

650

1200

225 450

WEARING COURSE 150 THK.

BOTTOM SLAB 650 THK150 THK. LEVELLING COURSE300 THK. RUBBLE SOLING150 THK. SAND FILLING

(SCALE 1:100)

DETAILS AT "A" (TOP SLAB)

250 450

42580

0

TOP SLAB 650 THK.

(SCALE 1:100)

375

650

A.E.N. (BR. DES.)S.E.C. RAILWAY, BILASPUR

(J.K. NANDANWAR)GENERAL MANAGER (P)

RITES / NAGPUR

CHIEF ENGINEER (BRIDGE)S.E.C. RAILWAY, BILASPUR

DY CHIEF ENGINEER(BRIDGE)S.E.C. RAILWAY, BILASPUR

SR.DIVIL.ENGINEER(CO-ORD)S.E.C. RAILWAY, BILASPUR

SR. DIVIL. ENGINEER(EAST)S.E.C. RAILWAY, BILASPUR

1 OF 1

DRG.SCALE

NO.SHEET

REV.

DATE

NO.

CONSULTANT

(A Govt. of India Enterprise)0

RITES/GGM/NGP/NTPC/MAUDA/INPLANT/BR.NO.05

6-04-2011

BRIDGE NO: 5P

R.N.UGHADE

RITES / NAGPURDGM (C)

12/611.404

3.0 M. BLACK CLAYEY SOIL

NOT TO SCALE

BED LEVEL 271.038

Checked by

OF BOX CULVERT

1676

6000

650

150m.W.C.

150 THK. LEVELLING COURSE300 THK. RUBBLE SOLING

HALF SECTION HALF ELEVATION(SCALE 1:100)

1676

5900

OF PRO. TRACKC OF PRO. TRACKC

670

650

PROP. FORMATION 269.000

PROP. RAIL LEVEL 269.670

BED LEVEL 262.500

13000

BOTTOM OF SLAB 268.35

13000

FLOORING 300TH'B'

0

3425342512750 BARREL LEGTH

SLOPE 2 : 1

SLOPE 2 : 1

RL 260.000

SLOPE 2 : 1

SLOPE 2 : 1

5900 1300013000 34253425

12750 BARREL LEGTH

OF BOX CULVERT


BA

TTE

R 1

: 7

12 C

ON

ST.

JO

INT

12 C

ON

ST.

JO

INT

BA

TTE

R 1

: 12

9750

600

4500 542450

929 800

7221

S 2 : 1

S 1

.5 :

1

S 2 : 1

S 1

.5 :

1

HALF BOTTOM PLAN HALF PLAN AT TOP(SCALE 1:100)

OF

BO

X C

ULV

ER

T

600

550

OF

BO

X C

ULV

ER

T

150

THK

. LE

VE

LLIN

G C

OU

RS

E30

0 TH

K. R

UB

BLE

SO

LIN

G15

0 TH

K. S

AN

D F

ILLI

NG

150

TK.

W.C

550

SLOPE

1.5

: 1

12 C

ON

ST.

JO

INT

12 C

ON

ST.

JO

INT

CR

OS

S S

EC

TIO

N

6000 650670 650

600

SLOPE

1.5

: 1

PR

OP

. FO

RM

ATI

ON

269

.000

PR

OP

. RA

IL L

EV

EL

269.

670

BE

D L

EV

EL

262.

500

BO

TTO

M O

F S

LAB

268

.35

RL

260.

000

9750

9750

,PR

OVI

SIO

N O

F R

UB

BRID

GE

NO

.IN5

AT C

H:1

2/61

1.40

4,2

X 6

X 6

RC

C B

OX

CH:14263.897.000

LEVEL

CH:12240

LEVEL

550

550

6000

6000

450

6000

6000

450

1355

0

1355

0

X=6254.227Y=4972.563

12. PROPER CURING OF CONCRETE AS PER I.R.S. CONCRETE BRIDGE CODE MUST BE ENSURED.

13. ALL CONCRETE IS TO BE MECHANICALLY MIXED & VIBRATED.

14. BARREL LENGTH OF BOX TO BE ADJUSTED AT SITE IF REQUIRED.

15. ALL CLEAN / EXPANSION JOINTS SHALL BE FILLED WITH BITUMINIOUS BOARDS.

11. A LAYER OF 600 mm. WIDTH OF HAND PACKED BOULDERS SHALL BE PROVIDEDBEHIND ALL VERTICAL EARTH RETAINING FACES FOR PROPER DISSIPATION OF WATER.

8. CLEAR COVER SHOULD BE 50 mm FOR MAIN REINFORCEMENT FOR BOX AND 25 mm FOR

7. ALL REINFORCEMENT ARE OF H.Y.S.D BARS CONFORMING TO IS 1786-1985 GR.Fe 415 SUB-STRUCTURE AND FOUNDATION CODE.

6. FILLING BEHIND WING/RETURN WALLS SHOULD BE DONE AS PER 7.5.1 OF BRIDGE

5. ALL DIMENSIONS SHOULD BE VERFIED RECONCILED BEFORE EXECUTION OF WORK.

4. ANGLE OF REPOSE OF BACK FILL NOT LESS THAN 35°

10. BED LEVEL & FORMATION LEVEL GIVEN ARE WITH RESPECT TO C/L OF BRIDGE.

BALLAST RETAINING WALL

16. WEEP HOLES SHALL BE OF 75 DIA PVC PIPES STAGGERED @ 1000 C/C BOTH HORIZONTALLY& VERTICALLY THROUGH RETURN & ABUTMENT.

b) I.R.S. CONCRETE BRIDGE CODE. c) I.R.S. BRIDGE SUB-STRUCTURE AND FOUNDATION CODE.

b) WEARING COAT - - - - - -- ----- M-25

3. CONCRETE MIX _ _ _ _ a) ALL RCC MEMBERS - - - - - - ---M-30

NOTES :-1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS STATE OTHERWISE.

2. DESIGN CRITERIA _ _ _ _ a) I.R.S. BRIDGE CODES.

c) ALL MCC MEMBERS - ------- M-25 d) LEVELLING COURSE - ------- M-15

d) I.S. 456-2000.

9. LAP LENGTH SHALL BE 50 x DIA OF BAR. AND SHALL BE STAGGERED NOT MORE THAN HALF THE BARS SHALL BE LAPPED AT SECTION.

STANDARD OF LOADING 25t-2008

17. REINFORCEMENT DETAILS FOR BOX REFER R.D.S.O. RAILWAY APPROVED DRAWING.ANNEXURE TO DRAWING NO. RDSO/B-10152 .

18. DESIGN DATA LIKE FORMATION LEVEL, BED LEVEL, H.F.L., NO. OF TRACKS ETC. ARE BASED ONDATA SHEET, PLAN & L-SECTION, HOWEVER THESE MAY BE RECHECKED ATSITE BEFORE EXECUTION.

19. FOR FOUNDATION THE EXISTING SOIL BELOW THE FOUNDING LEVEL OF RUBBLE SOILING SHALL BE REPLACED MIN. 1 METER DEPTH WITH HARD COMPACTED MOORUM IN 200 MM. THICK . LAYERS

20. THE FOUNDING STRATA IS TAKEN AS PER GEOTECHNICAL INVESTIGATION,HOWEVER ENGINEERINCHARGE SHOULD DECIDE THE FOUNDING LEVEL AS PER THE ACTUAL STRATA AT SITE.

21. SURFACE REINFORCEMENT OF 8 DIA. @ 200 C/C BOTHWAY SHALL BE PROVIDED ALONGFACE OF PLANE CEMENT CONCRETE.

P.K. MADHUP

RITES / MAUDAMANAGER (C)

1 mtr. THK. MOORUM ( WELL COMPACKED)

OF B

OX

CU

LVE

RT

5900

OF P

RO

. TRA

CK

OF P

RO

. TRA

CK

3425

3425

1275

0 B

AR

RE

L LE

NG

TH

12 CONSTRUCTION JOINT

550 6000 CLEAR SPAN


550

HA

LF BO

TTOM

PLA

NH

ALF P

LAN

AT TO

P(S

CA

LE 1:100)

550 6000 CLEAR SPAN 450 6000 CLEAR SPAN

650

650


150 TK. W.C

550

6000

670



BED LEVEL 269.583


OF BOX CULVERT

CROSS SECTION

FLOW

FLOW

OF BOX CULVERT

1676

150m.W.C.

HALF SECTION HALF ELEVATION

10000 5900


FLOORING 300TH

6000

650

670



'A'

'B'

34253425

7785

FB

HFL 273.00

3956

CL


1676

SLOPE 2 : 1

2000

1000 1000

125

800

2625

B-1:12B

-1:6

450

250

1500

SECTION Y-Y OF RETURN WALL

TOP OF WALL= 271.083

TOP OF FND = 269.583

BO

TTO

M O

F FN

D=

266.

583

2000

10001000

125

800

2625

3000

B-1

:12 B

-1:6

450

250

1500

BED LEVEL 271.106


R.L.272.606

22502250

SECTION X-X OF WING WALL

TOP OF WALL= 276.083

TOP OF FND = 269.583

BOTTOM OF FND= 266.583

44005422000

8476

3000

B-1

:12 B-1:6

450 1084

6500

450

2700

300

TS2

AT C

H:3

/899

.308

BR

IDG

E N

O.5

2X6X

6 M

.RC

C B

OX

AT

CH

:3/7

75

440

VOLT

LT5

.175

CT2

AT

CH

:3/8

69.3

08

L

CH:4000.000

R 240

CH:3299.165

F 350 R 240

BRIDGE DETAILS

GRADE

H.F.L

CLEARANCE

FREE BOARD

BRIDGE ALIGNMENT

PROPOSED RAIL LEVEL


279.932

279.262

273.00

3956 MM.

7785 MM.

LOADING

STRAIGHT

FOR 25t-2008

TOP OF SLAB 276.083

3179

3179

TOP OF SLAB 276.083

9679

P.C.C. 1:3:6

WELL COMPACTED MOORUM

150 300

150

1000


6358

B-1:12B-

1:6

'A'

'B'

SLOPE 2 : 1

B-1

:12 B

-1:6

B-1

:12 B-1:6

100006358

150 THK. LEVELLING COURSE300 THK. RUBBLE SOLING1 mtr. THK. MOORUM ( WELL COMPACKED)

5506000 CLEAR SPAN4506000 CLEAR SPAN550

2250 5000

1000

0

Y

Y

X

X

BATTER 1:12

BATTER 1:6

BATT

ER 1

:12

BATT

ER 1

:6

450

125800

250

1000

2625

450

1084

450

4400

542

2000

6358

22505000

1000

0

Y

Y

X

X

BATTER 1:12

BATTER 1:6

BATTER 1:12

BATTER 1:6

450

125800

250

1000

2625

450

1084 450

4400

5422000

6358


NOT TO SCALE

BED LEVEL 276.660















b) WEARING COAT - - - - - -- ----- M-25





d) I.S. 456-2000.



17. REINFORCEMENT DETAILS FOR BOX REFER R.D.S.O. RAILWAY APPROVED DRAWING.ANNEXURE TO DRAWING NO RDSO/M-00004



20. THE FOUNDING STRATA IS TAKEN AS PER GEOTECHNICAL INVESTIGATION,.HOWEVER ENGINEERINCHARGE SHOULD DECIDE THE FOUNDING LEVEL AS PER THE ACTUAL STRATA AT SITE.



RITES / NAGPUR





1 OF 1

DRG.SCALE

NO.SHEET

REV.

DATE

NO.

CONSULTANT


BRIDGE NO: 5

RITES/NGPGGM/ BR/NTPC/MAIN LINE

R.N.UGHADE


AT CH:3775.00

1:100

11-03-2011


250 450

42580

0

TOP SLAB 650 THK.

(SCALE 1:100)

375

650


150

650

1200

225 450


BOTTOM SLAB 650 THK150 THK. LEVELLING COURSE300 THK. RUBBLE SOLING

(SCALE 1:100)


CHECKED BY

21. SURFACE REINFORCEMENT OF 8 DIA @ 200 C/C BOTH WAY SHALL BE PROVIDED ALONG FACE OF PLAIN CEMENT CONCRETE

BARREL LENGTH 25466


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

BRIDGE DETAILS

GRADE

H.F.L

CLEARANCE

FREE BOARD

BRIDGE ALIGNMENT

PROPOSED RAIL LEVEL


278.476

277.806

LOADING

STRAIGHT

Checked by

271.800



BED LEVEL 271.038

OF BOX CULVERT

1676

5970

650

150m.W.C.



C.C. COPING 150 TH

1676

5900


670


'A'

'B'

650

TOP OF SLAB 277.508298

3425 3425

HFL 271.800

5058

CLE

AR

AN

CE

6006

FR

EE

BO

AR

D

12750 BARREL LENGTH

OF BOX CULVERT

5900


3425 3425

12750 BARREL LENGTH

550

6000

CLE

AR

SP

AN

OF

BO

X C

ULV

ER

T

550

6000

CLE

AR

SP

AN

450

UP STREAMDN STREAM

FLOW


PR

OP

. FO

RM

ATI

ON

277

.806

PR

OP

. RA

IL L

EV

EL

278.

476

BO

TTO

M O

F S

LAB

276

.858

TOP

OF

SLA

B 2

77.5

08

RL

268.

038

550

6000

CLE

AR

SP

AN

550

6000

CLE

AR

SP

AN

OF

BO

X C

ULV

ER

T

150

THK

. LE

VE

LLIN

G C

OU

RS

E30

0 TH

K. R

UB

BLE

SO

LIN

G

150

TK.

W.C

450

5970 650670 650298

CR

OS

S S

EC

TIO

N1098

BE

D L

EV

EL

271.

038

5.058

6.006

450

600

600

BED LEVEL

U/S OF TOE WALL

2:1


250 450

375

425

1200

TOP SLAB 650 THK.

(SCALE 1:100)

A.E.N. (BR. DES.)

S.E.C. RAILWAY, BILASPUR


RITES / NAGPUR





1 OF 1

DRG.SCALE

NO.SHEET

REV.

DATE

NO.

CONSULTANT

(A Govt. of India Enterprise)R2

11/3/2011

BRIDGE NO: 4

R.N.UGHADE


AT CH:3115.00

FOR 25t-2008

BRID

GE

NO

.4

2X6X

5.97

M R

CC

BO

X AT

CH

:3/1

15

KM3.00

CH:1880.000

F 350LEVEL

CH:3299.165

F 350 R 240

LAND BOUNDARY

OF TRACK


F- 350


NOT TO SCALE

BATT

ER 1

: 7

4500 967450

800

7281

300

2700

6788

C/S OF WING WALL AT X-X(SCALE 1:100)

RL 277.806

RL 271.038

RL 268.038

564BATTER

1 : 12

#32mm @ 150 C/C#20mm @ 200 C/C

BED LEVEL 271.038


150

650

550

225 450



(SCALE 1:100)

P.C.C. 1:3:6


150 300

150

1000


















b) WEARING COAT - - - - - -- ----- M-25





d) I.S. 456-2000.



17. REINFORCEMENT DETAILS FOR BOX REFER R.D.S.O. RAILWAY APPROVED DRAWING.ANNEXURE TO DRAWING NO RDSO/M00004



20. THE FOUNDING STRATA IS TAKEN AS PER GEOTECHNICAL INVESTIGATION,.HOWEVER ENGINEERINCHARGE SHOULD DECIDE THE FOUNDING LEVEL AS PER THE ACTUAL STRATA AT SITE.

1 m

tr. T

HK

. MO

OR

UM

( W

ELL

CO

MP

AC

KE

D)

BATTER 1:12BATTER 1:7 450

564

800

967

4500

X

X

BA

TTER

1:12

BA

TTER

1:7

450

215

1000

125

800

2590

YY

BATTER 1:12BATTER 1:7

BA

TTER

1:12

BA

TTER

1:7

5268

10536

2250

BATTER 1:12

BATTER 1:7

BA

TTER

1:12

BA

TTER

1:7

BATTER 1:12

BATTER 1:7

BA

TTER

1:12

BA

TTER

1:7

25mm CONST. GAP

BED LEVEL 271.038

10536

TOP OF RETURN 272.538

R.L. 268.038

RL 272.538

3000

1000

1000

215

450

125

800

2590

C/S OF RETURN WALL AT Y-Y(SCALE 1:100)

B 1

: 7

B 1 : 12

450

BE

D L

EV

EL

271.

038

RL

272.

538

2250

2250

BE

D L

EV

EL

271.

038

21. SURFACE REINFORCEMENT OF 8 DIA @ 200 C/C BOTH WAY SHALL BE PROVIDED ALONG FACE OF PLAIN CEMENT CONCRETE

RITES/NGP/GGM/BR/NTPC/MAINLINE


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

BRIDGE DETAILS

GRADE

H.F.L

CLEARANCE

FREE BOARD

BRIDGE ALIGNMENT

PROPOSED RAIL LEVEL


278.546

277.908

LOADING

STRAIGHT

Checked by

273

1248 MM

4908 MM

OF BOX CULVERT

1676

6000

550

150m.W.C.



1676

5900


670

550



BED LEVEL 269.056


'A'

'B'

HFL 273.00

1248

CLE

AR

AN

CE

4908

FR

EE

BO

AR

D

TOP OF SLAB 275.45624

52

BATT

ER 1

: 10

3000 640450

800

5424

300

2700

6400

C/S OF WING WALL AT X-X

RL 275.456

RL 269.056

RL 266.056

450

600

600

BED LEVEL

U/S OF TOE WALL

2:1


250 450

42565

0

TOP SLAB 550 THK.

(SCALE 1:100)

375

550

534

BATTER 1 : 12

#32mm @ 100 C/C#20mm @ 200 C/C

22558 BARREL LENGTH

34253425

OF BOX CULVERT


OF

BO

X C

ULV

ER

T


UP STREAMDN STREAM

FLOW

550

3000

C/S

550

550

3000

CLE

AR

SP

AN

OF

BO

X C

ULV

ER

T

150

THK

. LE

VE

LLIN

G C

OU

RS

E

300

THK

. RU

BB

LE S

OLI

NG

150

TK.

W.C

550

CR

OS

S S

EC

TIO

N

6000 550670 5502452

BE

D L

EV

EL

269.

056

BO

TTO

M O

F S

LAB

274

.906

TOP

OF

SLA

B 2

75.4

56


(J.K. NANDANWAR)G.G.M (P)

RITES / NAGPUR





DRG.SCALE

NO.SHEET

REV.

DATE

NO.

CONSULTANT

(A Govt. of India Enterprise)

RITES/GGM/NGP/NTPC/MAIN LINE/08

25-03-2011

BRIDGE NO: 8

AT CH:4630.00

R.N.UGHADE


FOR 25t-2008

BRID

GE

NO

.81X

3X6

M R

CC

BO

X AT

CH

: 4/6

30


F- 240


BED LEVEL 268.398















b) WEARING COAT - - - - - -- ----- M-25





d) I.S. 456-2000.








150

550

650

225 450



(SCALE 1:100)

P.C.C. 1:3:6


150 300

150

1000




1 m

tr. T

HK

. MO

OR

UM

( W

ELL

CO

MP

AC

KE

D)

BATTER 1:12BATTER 1:10

YY

2250

800 800450

150

125

2325

BA

TTER

1:12

BA

TTER

1:10

X

X

450534

800

640

3000

25mm CONST. GAP

R.L

. 27

0.55

6

R.L

. 26

6.05

6

2250

BED LEVEL 269.056

BED LEVEL 270.156

RL 266.056

BED LEVEL 269.056

R.L. 270.556

RL 266.056

2200

800

800 800450

150

125

2325

450

C/S OF RETURN WALL AT Y-Y

9800

4900

4904 4904

5900

22558 BARREL LENGTH

342534254904 4904

25mm CONST. GAP


PR

OP

. FO

RM

ATI

ON

277

.908

PR

OP

. RA

IL L

EV

EL

278.

546

P.K. MADHUP


BRIDGE DETAILS FOR CANAL

GRADE

281.576

280.906

RISE 190


(J.K. NANDANWAR)G.G.M (P)

RITES / NAGPUR





DRG.SCALE

NO.SHEET

REV.

DATE

NO.

CONSULTANT


9-4-2011

BRIDGE NO: 9

R.N.UGHADE

RITES / NAGPURDy.G.M (C)


NOT TO SCALE

GROUND LEVEL 277.016

P.K. MADHUP


HYDRAULIC DATAAT RD=780.00

1. FULL SUPPLY DISCHARGE2. FULL SUPPLY LEVEL3. CANAL BED LEVEL4. GROUND LEVEL5. TOP BANK LEVEL6. BED WIDTH OF CANAL7. VELOCITY8. CANAL BED GRADIENT9. SIDE SLOPE10.TYPE OF CANAL11. VALUE OF 'N'12.FREE BOARD

-0.1674CUMECS-277.210(IRRIGATION)/276.586(RITES)-276.760(IRRIGATION)/276.136(RITES)-276.330(IRRIGATION)/277.016(RITES)-277.710(IRRIGATION)/277.086(RITES)-0.900 M-0.3554 M/S-1:1500-1/2:1-EARTHEN-0.03-0.5

RITES FSL 276.586/ IRRIGATION 277.210

RITES TBL 277.086/ IRRIGATION 277.710

RITES CBL 276.136 / IRRIGATION 276.760

CROSS SECTION OF CANAL U/S

1 2

PROP.FORMATION 280.906

PROP.RAIL LEVEL 281.576


BRIDGE DETAILS FOR SERVICE ROAD

GRADE

281.576

280.906

RISE 190




TOP SLAB 550 THK.


1000 THK. MOORUM (COMPACTED)

(SCALE 1:100)

(SCALE 1:100)

FSL 276.586(RITES)/277.210(IRRIGATIONGL 277.016(RITES)/276.330(IRRIGATION)

C.B.L. 276.136(RITES)/276.760(IRRIGATION)

OF SERVICE ROAD

OF CANAL

GL 277.016(RITES)/276.330(IRRIGATION)


BOTTOM OF FOUNDATION 273.136

R.L. 273.136

R.L. 276.136

R.L. 280.906

BATT

ER: 1

:12

SLOPE 2 : 1

SLO

PE 1

.5 :

1

BATT

ER: 1

:12















b) WEARING COAT - - - - - -- ----- M-25





d) I.S. 456-2000.







TO CHACHER TO NTPC PLANT

RITES/GGM/NGP/NTPC/MAUDA/09

BRIDGE DETAILS

GRADE

BRIDGE ALIGNMENT

PROPOSED RAIL LEVEL


281.672

281.034

FALL 1 IN 350

LOADING FOR 25 T 2008

STRAIGHT

SLAB TOP LEVEL 280.972


ROAD LEVEL 274.872

1676

600

600

150m.W.C.



6850 (FORMATION WIDTH)

OF PRO. TRACKC

670




600

600

670

OF BOX CULVERT

150 THK. LEVELLING COURSE300 THK. RUBBLE SOLING1000 THK. MOORUM ( WELL COMPACKED)

150 TK. W.C

800

CROSS SECTION




ROAD LEVEL 274.872


OF PRO. TRACKC

500

5000

CLE

AR

SP

AN

400

500

5000

CLE

AR

SP

AN

OF

BO

X C

ULV

ER

T


Checked by

RL 271.872 RL 271.872

KM2.00

GRA

DIEN

T PO

ST A

T CH

:1/8

80.0

00

KEY PLAN

6850 BARREL LENGTH



250 450

375

425

150

1400

600

1200

225 450


TOP SLAB 600 THK.


(SCALE 1:100)

(SCALE 1:100)

'A'

'B'



RITES / NAGPUR





1 OF 1

DRG.SCALE

NO.SHEET

REV.

DATE

NO.

CONSULTANT


RITES/NGP/GGM/NTPC/MAIN LINE/BR/03

5-07-2011

BRIDGE NO: 3

R.N.UGHADE


AT CH:1985.00 ON HIWARA-NAVEGOAN ODR NO-173

P.C.C. 1:3:6


150 300

150

1000



NOT TO SCALE

ROAD LEVEL 274.872

CH:1880.000

F 350LEVEL

CH:3299.165

F 350 R 240



0

5500

5500

12 CONSTRUCTION JOINT 12 CONSTRUCTION JOINT

2300

450

5008

X X

Y

Y

450

800

450

450

300

300

2300

800

2200

300

2700

3000

450

FORM. LEVEL 281.034

R.L. 274.872

R.L. 271.872

6215

3500 385

450

880

1000

BATT

ER 1

:16 BATTER

1:7

BATT

ER 1

:8

BATTER 1:12

20# @200C/C32#@100C/C

3596

6162

1500

R.L. 276.968

C/S OF RETURN WALL AT X-X C/S OF WING WALL AT Y-Y















b) WEARING COAT - - - - - -- ----- M-25





d) I.S. 456-2000.



17. REINFORCEMENT DETAILS FOR BOX REFER R.D.S.O. RAILWAY APPROVED DRAWING.ANNEXURE TO DRAWING NO. RDSO/M-00005





PROP. FORMATION LEVEL 281.03462

PROP. FORM. LEVEL 281.03462

100

2504

2250

100

450

450

100

100

450

450

TO CHACHERSTATION

TO NTPCMAUDA

DRAIN BED LEVEL 274.372

RCC DRAIN BOX1.2X1.8M

BO

X C

ULV

ERT

1.2X

1.2M

BO

X C

ULV

ERT

1.2X

1.2M

TO N

TPC

MA

UD

ATO

CH

AC

HER

STA

TIO

N


GENERAL ARRANGEMENT DRAWING

P.K.MADHUP

RITES / MAUDAMANAGER(C)

1:100

TO NTPC

MAUDA

TO CHACHERSTATION


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

BRIDGE DETAILS

GRADE

BRIDGE ALIGNMENT

PROPOSED RAIL LEVEL


277.542

276.904

FALL 1 IN 190

LOADING

SKEW (34°)

Checked by

OF BOX CULVERT

1676

BARREL LENGTH 12750

600

600

150m.W.C.

150 THK. LEVELLING COURSE300 THK. RUBBLE SOLING1000 THK. MOORUM FILLING

HALF SECTION HALF ELEVATION

(SCALE 1:100)


16765900 34253425


670

12 CONST. JOINT

500 500

600

600

700

OF BOX CULVERT


150 TK. W.C

800

CROSS SECTION

12 CONST. JOINT



ROAD LEVEL 270.742


KEY PLAN



250 450

375

425

150

1200

500

700

225 450


TOP SLAB 600 THK.

BOTTOM SLAB 600 THK150 THK. LEVELLING COURSE300 THK. RUBBLE SOLING1000 THK. MOORUM FILLING

(SCALE 1:100)

(SCALE 1:100)

'A'

'B'



RITES / NAGPUR





1 OF 1

DRG.SCALE

NO.SHEET

REV.

DATE

NO.

CONSULTANT


05-07-2011

BRIDGE NO: 10

R.N.UGHADE


FOR 25t-2008

RL 267.742


NOT TO SCALE

ROAD LEVEL 270.742


OF BOX CULVERT


5900 34253425


12750 BARREL LENGTH

5000 5000400

11400

12750 BARREL LENGTH

5000 SQ. (6031 SKEW)

CLEAR SPAN

5000 SQ. (6031 SKEW)

CLEAR SPAN

500

400

500

5500

5500



ROAD LEVEL 270.742


R.L. 267.742

1925

450

12mm

12mm

800

225

450

150

300

1925

800

2200

300

2700

3000

450

FORM. LEVEL 276.842

R.L. 270.742

R.L. 267.742

6702

4000 381

450

871

1000

BATT

ER 1

:16 BATTER

1:7

1:8

1:12

20# @200C/C32#@100C/C

1794

6100

1500

G.L. 271.036


R.L. 272.536 R.L. 272.536

R.L. 272.536

X X















b) WEARING COAT - - - - - -- ----- M-25





d) I.S. 456-2000.



17. REINFORCEMENT DETAILS FOR BOX REFER R.D.S.O. RAILWAY APPROVED DRAWING.ANNEXURE TO DRAWING NO. RDSO/M-00005





P.C.C. 1:3:6


150 300

150

1000


PROP. FORMATION LEVEL 276.904

62


62

100

920045

0

450

100

450

100

Y

Y

450

450

450

6°

THE WING & RETURN WALLALIGNMENT AT THIS LOCATIONIS ROTATING BY 6° TO PROVIDEFULL WIDTH OF ROAD

2250

4600

6°




TO NTPCMAUDATO CHACHER

STATION

TO NTPCMAUDA

TO CHACHERSTATION

TO N

TPC

MA

UD

ATO

CH

AC

HER

STA

TIO

N

GENERAL ARRANGEMENT DRAWINGRITES/NGP/GGM/NTPC/MAIN LINE/BR/10

1:100P.K.MADHUP

RITES / NAGPURMANAGER (C)

RCC DRAIN BOX

1.2X1.8M

BOX

CULV

ERT

1.2X

1.2M


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

BRIDGE DETAILS

GRADE

BRIDGE ALIGNMENT

PROPOSED RAIL LEVEL


283.117

282.479

LOADING

STRAIGHT



R.L.276.317

1676

BARREL LENGTH 6850

600

600

150m.W.C.


HALF SECTIONHALF ELEVATION(SCALE 1:100)


3425

OF PRO. TRACKC

670

500

5000

CLE

AR

SP

AN

450

500

5000

CLE

AR

SP

AN

600 600670

150

THK

. LE

VE

LLIN

G C

OU

RS

E30

0 TH

K. R

UB

BLE

SO

LIN

G10

00 T

HK

. MO

OR

UM

FIL

LIN

G

150

TK.

W.C

800

CR

OS

S S

EC

TIO

N




250 450

375

425

150

1400

600

1200

225 450


TOP SLAB 600 THK.

BOTTOM SLAB 600 THK150 THK. LEVELLING COURSE

300 THK. RUBBLE SOLING1000 THK. MOORUM FILLING

(SCALE 1:100)

(SCALE 1:100)

'A'

'B'

SLA

B T

OP

LE

VE

L 2

82.4

17

PR

OP

.RA

IL L

EV

EL

283.

117

R.L

. 276

.317

BO

TTO

M O

F S

LAB

281

.817

R.L

. 273

.317


34253425

OF PRO. TRACKC

500

5000

CLE

AR S

PAN

450

500

5000

CLE

AR S

PAN


Checked by


R.N.UGHADE

RITES / NAGPUR


RITES / NAGPUR

DGM (C)





1 OF 1

DRG.SCALE

NO.SHEET

REV.

DATE

NO.

CONSULTANT


05-07-2011

BRIDGE NO: 6Y

3425

F 209

CH:2800.00 CH:5152.559

F 209LEVEL

FOR 25t-2008

F-209

KEY PLAN

(NOT TO SCALE)


NOT TO SCALE

ROAD LEVEL 276.544

5500

5500

6°

6°

1950

XX

Y

Y

800

240

450

160

300

1950

800

2200

300

2700

3000

450

FORM. LEVEL 282.479

R.L. 276.317

R.L. 273.317

6715

4000 385

450

880

1000

BATT

ER 1

:16 BATTER

1:7

1:8

1:12

20# @200C/C

32#@100C/C

1918

6162

1500

R.L. 276.735


R.L. 278.235

R.L.273.317

8364

4182

450

450

R.L

. 278

.235

R.L. 278.235















b) WEARING COAT - - - - - -- ----- M-25





d) I.S. 456-2000.



17. REINFORCEMENT DETAILS FOR BOX REFER R.D.S.O. RAILWAY APPROVED DRAWING.ANNEXURE TO DRAWING NO. RDSO/M-00005 .





P.C.C. 1:3:6


150 300

150

1000


2250

100

450

100

450

450


62

PR

OP

. FO

RM

. LE

VE

L 28

2.47

9

62

TO NTPCMAUDA

GENERAL ARRANGEMENT DRAWINGRITES/NGP/GGM/NTPC/Y-CONNECTION/BR-6Y

1:100P.K.MADHUP


TO N

TPC

MA

UD

A

TO C

HA

CH

ERST

ATI

ON


BO

X C

ULV

ERT

1.2X

1.2M

TO N

TPC

MA

UD

A

TO C

HA

CH

ERST

ATI

ON

DR

AIN

BE

D L

EV

EL

275.

735

RC

C D

RA

IN B

OX

1.2X

1.8M


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT



ROAD LEVEL 264.242

OF BOX CULVERT

1676

BARREL LENGTH 12750

600

600

150m.W.C.




16765900 34253425


700


BRIDGE DETAILS

GRADE

BRIDGE ALIGNMENT

PROPOSED RAIL LEVEL


271.042

270.404

FALL 1 IN 437

LOADING FOR 25 T2008

SKEW

OF BOX CULVERT


5900 34253425


500

5000 SQ.(6031 SKEW)

CLEAR SPAN

400

500

5000 SQ.(6031 SKEW)

CLEAR SPAN

OF BO

X FO

R ROAD





600

600

700

OF BOX CULVERT


150 TK. W.C



ROAD LEVEL 264.242

800

Checked by

CROSS SECTION

KEY PLAN


RL 261.242



250 450

375

425

150

1200

600

600

225 450


TOP SLAB 600 THK.

BOTTOM SLAB 600 THK150 THK. LEVELLING COURSE300 THK. RUBBLE SOLING1000 THK. MOORUM FILLING

(SCALE 1:100)

(SCALE 1:100)

'A'

'B'



RITES / NAGPUR





1 OF 2

DRG.SCALE

NO.SHEET

REV.

DATE

NO.

CONSULTANT


5-07-2011

BRIDGE NO: 17

R.N.UGHADE


CH:7890.000

CH:9880.000

F 437LEVEL

LEVELF 437

SRJ

1IN

8.5

CH

: 9/0

92.9

34

SRJ

1IN

8.5

CH

: 9/1

04.2

.934

SRJ

1IN

8.5

CH

: 9/1

79.1

0

SRJ

1IN

8.5

CH

: 9/2

90.7

63 3.0 M. BLACK CLAYEY SOIL

NOT TO SCALE

ROAD LEVEL 264.000

5500

5500

RL 261.242

34°

12mm CONST. GAP

1000

324

450 21

630

0

2290

1000

2000

300

2700

3000

450

FORM. LEVEL 270.342

R.L. 264.242

R.L. 261.242

6702

4000 381

450

871

1000

BATT

ER 1

:14 BATTER

1:7

1:8

1:12

20# @200C/C32#@100C/C

2590

6100

1500

G.L. 265.332


R.L. 266.832

R.L. 266.832 RL 266.832

7020

3510

2250450

2290

XX

Y

Y

OF BO

X CULV

ERT

500

5000

5000

400

34°

12mm GAP

12mm GAP

2500

12.0 M BARREL LENGTH OF BOX FOR ROAD

R.C.C. RETURN WALL

1.5 M WIDEFOOTPATH

7500 CARRIAGE WAY

12000 OVERALL WIDTH

150m.W.C.

5500

600

600

1.5 M WIDEFOOTPATH

OF R HAUL ROAD


TOP OF SLAB 270.342

1000 THK. MOORUM (COMPACTED)300 THK. RUBBLE SOLING

150 THK. LEVELLING COURSE

250012mm12mm

R.C.C.RETURNWALL

Z

Z

FORM. LEVEL 270.342

B.O.F. 261.242

1500

500

CURTAILMENT SECTION

T.O.F. 262.742

2831

300

1066 3000

7600

4000

C/S OF R.C.C. RETURN WALL AT Z-Z

8066

OF R HAUL ROAD

ROAD LEVEL 264.242















b) WEARING COAT - - - - - -- ----- M-25





d) I.S. 456-2000.








P.C.C. 1:3:6


150 300

150

1000


450

100

450

100

7°

450

450


RITES/NGP/GGM/NTPC/MAIN LINE/BR/17

GENERAL ARRANGEMENT DRAWING

1:100P.K.MADHUP

RITES / MAUDAMANAGER(C)

TO N

TPC

MA

UD

ATO

CH

AC

HER

STA

TIO

N

TO NTPC

MAUDATO CHACHER

STATION

FORMATION LEVEL 270.404 FORMATION LEVEL 270.404

TO CHACHERSTATIONTO NTPC

MAUDA



RCC DRAIN BOX

1.2X1.8M


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT


PR

OD

UC

ED

B

Y A

N A

UT

OD

ES

K E

DU

CA

TIO

NA

L P

RO

DU

CT

track structure no. description value to · pdf filep.c.c. 1:3:6 well compacted sand black...

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