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Page 1

L

C OF PIER/EXP. JOINT

C OF BEARING

L

62000

TRUSS SPAN (C/C OF BEARING)

℄ OF EXISTING

UP TRACK

TOP CHORD (TYP.)

63480

(EXP. JOINT TO EXP. JOINT)

19080

L

C OF PIER/EXP. JOINT

L

C OF PIER

C OF BEARING

L

700

80 mm EXP. JOINT

15

00

FOUNDING LEVEL 84.900

1

HAND RAILING

L

C OF ROB

TOP OF PILE CAP-91.400

3000650

7300

3000 650

57020 VERTICAL DRAINAGE PIPE

P2 P3 P4

700

FINISHED ROAD

LEVEL-102.597

C OF EDGE BEAM

L

EDGE BEAM OF

TRUSS (TYP.)65 mm THK.

WEARING COAT

PIER CAP

INSPECTION PLATFORM

138

5

18000

2000

650 30003000 650

......

℄ OF EXISTING

REV. TRACK

℄ OF EXISTING

DN TRACK

℄ OF UP

DFC TRACK

℄ OF DN

DFC TRACK

(EXP. JOINT TO EXP. JOINT)

(C/C OF BEARING)

7000

29852245

EXISTING RAIL LEVEL-93.556

& FORMATIOM LEVEL-92.846

DFC RAIL LEVEL-94.212

& FORMATIOM LEVEL-93.474

1

80 EXP. JOINT

SCALE-1:200

20

T/P

T/G

800m

30m

20

T/P

T/G

800m

TO BE LOCATED AT A DISTANCE EQUAL TO THE LENGTH OF

LONGEST GOODS TRAIN OPERATING ON THE SECTION.

TO BE LOCATED AT A DISTANCE EQUAL TO THE LENGTH

OF LONGEST PASSENGER TRAIN OPERATING ON THE SECTION.

PR

OP

OS

ED

R

OB

℄ OF EXIST. REV. LINE

℄ OF EXIST. UP LINE

GAYA

MGS

TO

K

UR

TH

A

℄ OF EXIST. DN LINE

℄ OF UP DFC

℄ OF DN DFC

℄ OF FUTURE LINE

SCALE-1:100

C OF ROB/DECK/CARRIAGEWAY

L

C OF TOP CHORD/ARCH

L

650 3000

10300

1500

TOP CROSS BEAM

VERTICAL MEMBER

15

00

C OF TOP CHORD/ARCH

L

1000Ø BORED

CAST-IN-SITU

PILE (TYP.)

FOUNDING LVL

RL 64.900

16

51

450 7500

6300 6300

12600

CARRIAGEWAY

15000

200

20

0

GROUND LEVEL

3000

VERTICAL MEMBER

6503000

1200

70

65

VERTICAL DRAINAGE PIPE

1500150

FOOT

PATH

1500 150

FOOT

PATH

450

17400

238

150

107

0

1850

1070

1850

2.5 % 2.5 %

10

000

8000

91

.3

95

91

.3

95

91

.3

96

91

.3

96

91

.3

26

91

.3

56

91

.3

66

91

.3

76

91

.5

86

91

.3

96

91

.1

41

91

.4

86

91

.6

60

91

.8

36

91

.8

68

91

.9

00

91

.9

15

91

.9

18

91

.9

06

91

.9

50

91

.9

65

92

.1

36

92

.1

35

92

.1

34

92

.1

30

92

.1

34

92

.1

35

92

.1

35

-2

80

.0

0

-2

60

.0

0

-2

40

.0

0

-2

20

.0

0

-2

00

.0

0

-1

80

.0

0

-1

60

.0

0

-1

40

.0

0

-1

00

.0

0

-8

0.0

0

-6

0.0

0

-4

0.0

0

-2

0.0

0

+2

0.0

0

+4

0.0

0

+6

0.0

0

+8

0.0

0

+1

00

.0

0

+1

20

.0

0

+1

40

.0

0

+1

60

.0

0

+1

80

.0

0

+2

00

.0

0

+2

20

.0

0

+2

40

.0

0

+2

60

.0

0

+2

80

.0

0

+3

00

.0

0

+3

20

.0

0

Level Datum =91.000

FRL AT C OF CARRIAGE WAY

L

EXISTING GROUND LEVEL

HORIZONTAL PROFILE

VERTICAL PROFILE

CHAINAGE

Ch

ain

ag

e=

-5

0.8

20

m

Ch

ain

ag

e=

-3

1.7

40

m

Ch

ain

ag

e=

+7

0.8

20

m

Le

ve

l=

10

2.5

97

m

Le

ve

l=

10

2.5

97

m

Le

ve

l=

10

02

.4

30

m

00

0.0

00

GROUND LEVEL

63.480M

(SCALE - Vertical : Horizontal=(10:1)

-3

00

.0

0

91

.3

96

91

.3

97

+3

40

.0

0

+3

60

.0

09

2.1

36

Ch

ain

ag

e=

-3

1.7

40

m

Le

ve

l=

10

2.5

97

m

Ch

ain

ag

e=

-5

0.8

20

m

Le

ve

l=

10

2.5

97

m

GROUND LEVEL 91.868

SLO

PE

1:3

0

SLO

PE

1:3

0

SCALE-1:200

540

740

1000 705

150

00

25

00

250

02500

2500

2500

2500

126

00

2985

SCALE-1:200

12000

13300

1500

SCALE-1:100

1500

1500

1200

500

625

11800

200

75001500

200 250

200

1500

200250

75 THK.WEARING COAT

250 THK. DECK SLAB

FRL. 102.597

DRAIN

1:40 SLOPE 1:40 SLOPE

2500 2500 2500 2500

2

2

GROUND

LEVEL 91.868

Ch

ain

ag

e=

+9

0.8

20

m

Le

ve

l=

10

1.9

30

m

Ch

ain

ag

e=

-7

0.8

20

m

Le

ve

l=

10

2.4

30

m

Ch

ain

ag

e=

-3

11

.1

1m

Le

ve

l=

91

.3

87

m

Ch

ain

ag

e=

-2

91

.1

1m

Le

ve

l=

91

.5

54

m

Ch

ain

ag

e=

-2

71

.1

1m

Le

ve

l=

92

.0

54

m

91

.3

87

G=3.333

L=276.00m

G=3.333

L=253.83m

R=1200.333m

L=40.00m

R=1200.333m

L=40.00m

+5

0.8

20

+9

0.8

20

G=0.000

L=101.64

Ch

ain

ag

e=

34

4.6

5m

Le

ve

l=

92

.8

03

m

Ch

ain

ag

e=

36

4.6

5m

Le

ve

l=

92

.3

03

m

Ch

ain

ag

e=

38

4.6

5m

Le

ve

l=

92

.1

36

m

92

.1

36

92

.0

54

10

1.9

30

10

2.5

97

10

2.5

97

10

1.9

30

92

.8

03

92

.1

36

91

.5

54

SLOPE 1:30

SLOPE 1:30

92

.3

03

10

2.4

30

10

2.4

30

NOTES:-

1. ALL DIMENSION ARE IN MM. AND LEVELS ARE IN METERS UNLESS SPECIFIED OTHERWISE.2. DIMENSION ARE NOT TO BE SCALED ONLY WRITTEN DIMENSION ARE TO BE FOLLOWED.3. ALL THE DIMENSIONS SHOWN SHOULD BE VERIFIED AT SITE BEFORE TAKING UP DESIGN WORK IN HAND.

ANY DISCREPANCY NOTED SHOULD BE FORWARDED THROUGH ALTERATIONS DULY SIGNED.4. MAXIMUM SAFE BEARING CAPACITY AT THE FOUNDING LEVEL CONSIDERED AS PER GEOTECHNICAL

REPORT. IF IT IS LESS THAN THE BASE PRESSURE, THE FOUNDATION HAS TO BE REDESIGNED.5. DRAINAGE SPOUT SHALL BE PROVIDED AS PER MORTH SPECIFICATION. DESIGN CONSULTANT SHOULD

SUBMIT SEPARATE SHEET OF DRAINAGE SPOUTS AS PER LATEST MORTH STANDARDS.6. EXPOSURE CONDITION OF THE BRIDGE AND ITS COMPONENTS SHOULD BE DECLARED AS PER IRC

21-2000/IS:456. ALL SPECIFICATION LAID DOWN IN IRC CODE/IS:456 CODE FOR RELEVANT EXPOSURECONDITION SHALL BE FOLLOWED.

7. FOR DETAILS OF SUBSTRUCTURE AND FOUNDATION REFER SEPARATE DRAWING DULY APPROVED BYRAILWAY.

8. WORK SHOULD BE CARRIED OUT UNDER THE SUPERVISION OF RAILWAY ENGINEERS WITHIN RAILWAYLAND LIMIT.

9. SANCTION OF CRS SHOULD BE OBTAINED PRIOR TO EXECUTION OF PROPOSED WORK.10. TYPE OF BEARING :- POT-PTFE11. SUITABLE UTILITY DUCTS IF REQUIRED SHOULD BE PROVIDED BELOW FOOTPATH SLAB WITH THE

APPROVAL OF ENGINEER IN CHARGE.12. DESIGN SHALL BE AS PER LATEST RELEVANT CODE OF IRC INCLUDING SP-33 AND OTHER CODES AS

APPROVED BY M.O.S.T.13. STATE GOVT./PRIVATE AUTHORITIES SHOULD BE ENSURE DURING EXECUTION OF WORK SAFETY OF

RUNNING RAIL TRAFFIC SHOULD NOT BE AFFECTED.14. SUITABLE SR, IF REQUIRED SHOULD BE IMPOSED BEFORE TAKING UP THE EXECUTION OF WORK WITH THE

APPROVAL OF ENGINEER IN CHARGE.15. TEMPORARY SIGNALLING ARRANGEMENT WILL BE DONE AS PER G.R.15.09 (I)D &S.R 15.09 (2) OR

GR15.09(2)B &S.R 15.09(2) WHICHEVER IS ADOPTABLE IF REQUIRED.16. LOADING STANDARD OF ROB AS PER IRC-6:2000.17. FULL FLEDGED LOAD TEST OF SUPER STRUCTURE SHOULD BE DONE AS PER IRC-SP-5 TO ENSURE QUALITY

WORK.18. CONCRETE DESIGN MIX.

RCC DECK SLAB : M40 PIER,PIER CAP,PILE,PILE CAP : M35 CRASH BARRIER : M40 PEDESTAL : M40 LEVELING COURSE : M15

19. MANNED LEVEL CROSSING NO 49/C EXIST AT THIS LOCATION.20. L.C. SHALL BE CLOSED SIMULTANEOUSLY WITH COMMISSIONING OF ROB AND NOC IN THIS REGARD HAS

BEEN ISSUED BY STATE GOVT. VIDE LETTER NO.11/ v0 ç0 08-02/14/8824 DATED 25.07.14.21. TVU OF L.C. IS 58128 OF YEAR OCT-2015.22. TEMPORARY DIVERSION OF ROAD TRAFFIC DURING CONSTRUCTION OF ROB/RUB WILL BE THROUGH

DIVERSION ROAD. AUTHORITY WILL ENSURE DIVERSION OF EXISTING ROAD TRAFFIC THROUGH THEPROPOSED DIVERSION BEFORE EXECUTION.

23. REINFORCEMENT SHALL BE TMT DEFORMED BARS GRADE Fe 500 CONFORMING TO IS 1786.24. PROVISION OF CLAMPS IN THE SUPERSTRUCTURE FOR THE SUPPORTING THE AC TRACTION WIRE TO BE

MADE INVARIABLY IN CONSULTATION WITH CONCERN AUTHORITIES BASED ON TYPICAL DRAWING.25. ALL R.C.C./M.C.C./P.C.C. WORK SHOULD CONFORM TO RELEVANT IS/IRC CODES & MOST SPECIFICATION.26. FOR FABRICATION, WORKMANSHIP, INCEPTION & TESTING, PROTECTION AGAINST CORROSION ETC.

RELEVANT PROVISION OF IRC-24-2001 SHALL BE FOLLOWED.27. THE DEPTH OF FOUNDATION SHOWN IN THIS DRAWING IS TENTATIVE & SHOULD BE DECIDED BY STATE

AUTHORITIES AS PER ACTUAL SOIL PROPERTIES AND DESIGN CALCULATION.28. REPRESENTATIVE OF TELECOM & SIGNAL DEPARTMENTS SHOULD BE MADE AVAILABLE BEFORE

COMMENCEMENT OF PROPOSED WORK , IN THE VICINITY OF SIGNAL & TELECOM CABLE.29. TEMPORARY ARRANGEMENT DRAWING OR METHODOLOGY TO LAUNCHING OF GIRDERS OVER RAILWAY

TRACK SHOULD BE GOT APPROVED FROM RAILWAY AUTHORITY BEFORE START THE WORK.30. DIMENSION GIVEN IN THIS DRAWING MUST BE RECONCILED AT SITE BEFORE START OF WORK FOR

FEASIBILITY.31. PRECAUTIONARY MEASURES FOR CONSTRUCTION OF ROB ON DEPOSIT WORK/COST SHARING WORK WITH

STATE GOVT. AND PRIVATE AGENCY ISSUED BY ADVISOR CIVIL ENGINEERING RAILWAY BOARD LETTER NO.97/CE-1/BRO/158(POLICY)PT.-II, DATED -16.07.2009 SHOULD BE STRICTLY FOLLOWED.

32. NO CONSTRUCTION JOINT SHALL BE NORMALLY ALLOWED IN CONCRETE WORKS WITHOUT SPECIALPRECAUTIONS AS PER THE RELEVANT BRIDGE CODES AND SUITABLE PROTECTION PAINTING OF APPROVEDMAKE SHOULD BE USED TO PAINT THE UNDERSIDE OF CONCRETE ROB GIRDERS ALSO TO ENSURE LONGLIFE.

33. CONTROLLED CONCRETE WITH WEIGH BATCHING SHALL BE USED.34. GUARD RAIL SHOULD BE PROVIDED IN THE TRACK NEAR THE ISOLATED PILLAR OF ROB. NO CONSTRUCTION

JOINT SHALL BE ALLOWED IN PSC OR RCC SLAB OR GIRDER AND CURING OF ALL CONCRETE AND MASONRYWORKS AS PER THE RELEVANT CODES OF PRACTICE SHALL BE ENSURED BEFORE USE.

35. INSPECTION LADDER/STEPS SHOULD BE PROVIDED TO ENSURE PROPER INSPECTION/ACCESSIBILITY OF ROB.36. STRUCTURAL STEEL SHALL CONFIRM TO IS:2062 (GRADE - B).37. STRIP SEAL TYPE EXPANSION JOINTS SHALL BE PROVIDED AS PER LATEST MOST REQUIREMENT,

CONTRACTOR SHOULD FURNISH DESIGN/DRAWING OF EXPANSION JOINTS FROM FIRMS APPROVED BYMOST AT VARIOUS RELEVANT AMBIENT TEMPERATURE TO SUIT SITE CONDITIONS WITH THE APPROVAL OFENGINEER IN CHIEF.

38. TO PROTECT THE CONCRETE FROM DAMAGE DUE TO SMOKE OF LOCOMOTIVES, 4.00M WIDE STRIP WITHPOLYSULPHIDE PAINT PREFERABLE IN BLACK COLOUR SHALL BE PROVIDED IN THE SOFFIT OF THE DECKOVER RUNNING TRACKS.

39. STANDARD MAINTENANCE AGREEMENT SHOULD BE EXECUTED WITH RAILWAY AND STATE GOVT.AUTHORITIES FOR GRANT OF PERMISSION FOR CONSTRUCTION OF ROB/RUB IN RAILWAY PORTION.

40. ROAD AUTHORITY SHOULD ENSURE THAT BEFORE LAYING OF ANY NEW WEARING COAT IN FUTUREEXISTING WEARING COAT SHOULD BE COMPLETELY REMOVED.

41. NO WORK SHOULD BE TAKEN UP IN HAND TILL PROOF CHECKED DESIGN AND DRAWING WITHIN RAILWAYPORTION AREA APPROVED BY RAILWAY.

42. ALL STEEL STRUCTURES SHOULD HAVE ANTI - CORROSIVE PROTECTION OF LONG DURABILITY.43. FOR DETAILS OF SUPER STRUCTURE OF 18.00M SPAN REFER RDSO'S DRG. NO. RDSO/B-11756/R, AND FOR

60M RAILWAY SPAN OF BOW STRING GIRDER REFER RDSO DRG. NO. B-10411/R.44. ANY CHANGE IN THE GAD FOR RAILWAY PORTION SHOULD BE DONE WITH PRIOR APPROVAL OF RAILWAY.45. CLEAR COVER TO OUTER MOST STEEL SHALL BE AS UNDER A. FOR SUPER STRUCTURE - 50MM. B. FOR FOUNDATION - 75MM. C. FOR ABUTMENT, DIRT WALL AND RETURN WALL - 50MM.46. BACK FILLING BEHIND ABUTMENTS SHALL CONSISTS OF SELECTED EARTH CONFORM TO SOIL PROPERTIESC=0. 0>30° Ø=20 & =18KN/SQM.

47. FOR JACKING UP THE GIRDER FOR ANY HANDLING REQUIRMENTS IN FUTURE SUCH AS FOR REPLACEMENTOF BEARING OR ANY OTHER WORK REQUIRED. SUITABLE FEATURES SHOULD BE PROVIDED TO ENABLEJACKING.

48. THE DIMENSIONS & LEVELS SHOWN IN THE GAD ARE SUBJECT TO CHANGES AS PER SITE REQUIREMENTAND WILL BE DONE WITH PRIOR APPROVAL OF RAILWAY.

49. THE BRIDGE IS DESIGNED FOR SESMIC ZONE IV.50. DIMENSIONS MAY GET CHANGED AFTER ITS DETAILED DESIGN.51. AS PER DATA GIVEN BY DFC OFFICIAL, THE DISTANCE BETWEEN PROPOSED DFC TRACK FROM DN LINE AND

ITS PROPOSED LEVEL HAVE BEEN SHOWN IN THE DRAWING.52. PROVISION OF EXPENSION JOINT SHOULD BE BEYOND THE GIRDER.

53. GIRDER SHALL BE METALISED AS PER IRSB1-2001

54. VERTICAL CLEARANCE WILL BE TAKEN F ROM HIGHEST RAIL LEVEL

55. VERTICAL CURVE WILL BE PROVIDED WHEREVER THERE IS CHANGE IN GRADIENT IN APPROACHES

AS PER IRC SP-23.

56. SAFE BEARING CAPACITY AT 2.0M. DEPTH 13.00 T/M².

57. RESTRAINER ON BOTH SIDE OF OUTERMOST GIRDER ON PIER CAP & ABUTMENT CAP WILL BE

PROVIDED.

58. DRAWING FOR SHIFTING OF LC WILL BE GOT APPROVED FROM COMPETENT AUTHORITY

BEFORE START OF WORK.

59. TYPE & DETAILS OF FOUNDATION SHOWN IN GAD STENTATIVE AND IT WILL BE DECIDED AS

PER DESIGN.

60. S&T CABLE SHOULD BE SHIFTED BEFORE UNDER TAKING DIGGING OR TRENCHING NEAR IT

TRACK BY S&T/CONSTRUCTION..

OPERATION SCHEDULE FOR RAILWAY SPAN:

1. TRACK SHALL BE PROTECTED SUITABLY DURING THE CONSTRUCTION OF BRIDGE/ROB FOR

SAFETY OF RUNNING TRAIN.

2. ADEQUATE MEASURES SHALL BE TAKEN AT SITE TO ENSURE SAFETY FOR WORKING MEMBERS,

MATERIALS, EQUIPMENTS, TRAFFIC ETC.

3. FOR SHIFTING OF THE MASTS AND SIGNALING EQUIPMENTS, DIVISION MAY BE CONSULTED AS PER

EXTANT RULES.

4. FOR LAUNCHING OF GIRDERS OVER RAILWAY TRACK, SUITABLE BLOCK WILL BE TAKEN WITH

ADVANCE INTIMATION.

5. DETAILED STRUCTURAL DRAWINGS OF THE ROB SHALL BE APPROVED BY COMPETENT AUTHORITY.

6. LAUNCHING SCHEME SHALL BE APPROVED BY CBE/E.C.Rly/HJP BEFORE EXECUTION OF WORK.

7. DRAWING APPROVAL SHALL BE SUBJECTED TO APPROVAL OF ALIGNMENT AND LEVELS BY STATE

GOVT.

8. CONSTRUCTION SEQUENCE:-

(i) CONSTRUCTION OF SUITABLE FOUNDATION FOR PIERS.

(ii) CONSTRUCTION OF PIERS, ABUTMENT, PIER CAP AND ABUTMENT CAP.

(iii) CONSTRUCTION OF RCC PEDESTALS.

(iv) FABRICATION OF STEEL GIRDERS, CROSS GIRDERS AND DIAPHRAGMS ETC.

(v) POSITIONING OF CRANES FOR LIFTING AND PLACEMENT OF GIRDERS WITH RAILWAY

TRAFFIC BLOCK IMPOSED AND LAUNCHING OF GIRDERS.

(vi) CASTING OF RCC DECK SLAB WITH SHUTTERING SUPPORTED ON GIRDERS.

(vii) REMOVAL OF STAGING AND SHUTTERING OF DECK SLAB.

(viii) COMPLETION OF ANCILLIARY WORKS LIKE CRASH BARRIER, RAILING, WEARING COURSE,

EXPANSION JOINT ETC.

9. ALL SAFETY RULES SHALL BE FOLLOWED DURING EXECUTION OF WORK

10. RAILWAY AUTHORITIES SHALL BE INFORMED BEFORE STARTING ANY WORK. INSTRUCTIONS GIVEN

BY RAILWAY AUTHORITIES TIME TO TIME DURING EXECUTION SHALL BE FOLLOWED.

PROPOSED ROB IN LIEU OF LC NO C AT KMBETWEEN SSG KWD STATION IN

MUGHALSARAI GAYA SECTIONTVU OF OCT

Scale :- 1 : 1000

15000

540 1000705

2500

250

025

00

25

00

2500

2500

SCALE-1:200

SPECIAL NOTES:

1. LAUNCHING SCHEME OF THE BOW STRING GIRDER WILL BE SUMITTED SEPARATLY.

2. MAINTENANCE AGREEMENT TO BE EXECUTED BEFORE EXECUTION OF WORK.

3. NO WORK WITHIN RAILWAY BOUNDARY TO BE DONE WITHOUT PRESENCE OF RAILWAY

REPRESENTATIVE.

4. GIRDERS OVER ROB PROPER TO BE FABRICATED PREFERABLY BY RDSO APPROVED FIRMS.

STATE GOVT. BIHAR

DESIGNATION SIGNATURE

CE RWD PATNA

EXECUTIVE ENGINEER

DFCCIL/MGS

DESIGNATION SIGNATURE

CPM/DFCCIL/MGSA K MISHRA

DY CPM/ENGG/DFCCIL

XEN/BR/HJP

DY CE/BR/HJP

CBE

ALL THE DIMENSIONS SHOWN ARE TENTATIVE ANDMAY UNDERGO CHANGES DURING FINAL DESIGN.

REFERENCE RDSO DRAWING NO : RDSO/B - 10411/R

102.597

101.212

100.974

PIER CAP

705

1245

DETAILS AT MKD. 'C'

DETAILS AT MKD. 'E'

10001000

℄ OF P1 & P4

150

101

1500

1500

1200

238

150

101

150

151

2985

1200

125

1000

℄ OF P3

100.924

100.673

INSPECTION

LADDER

INSPECTION

LADDER

1200

120

0

874

874

HQ ECR HJP

MGS DIVISION

Sr. DOM/MGS

Sr. DEN/Co-ORD/MGS

Sr. DEN-I/MGS

Sr. DSTE/MGS

Sr. DEE/TRD/MGS

Sr. DEE/G/MGS

PIER CAP

DETAILS AT MKD. 'B'

238

150

101

150

151

2985

1200

125

1000

℄ OF P2

1245 1200

705

150

101

705

1245

(SEE MIRROR VIEW FOR A2)

200

300 460

1000

1000

℄ OF A1 & A2

150

101

1000

1500

1500

1200

LAYER

LAYER-I

LAYER-II

LAYER-III

HATCHIs Symbol

Medium stiff to stiff yellowish grey/ dark sandy silty clay

Dense reddish brown silty fine to medium sand with traces of kankar

Description

SM

CL

Filled up soil

LAYER-II

LAYER-III

LAYER-I

92.238

52.238

90.486

50

54

56

58

60

62

64

66

68

70

72

74

76

78

80

82

84

86

52

BORE HOLE DETAILS OF SOIL EXPLORATION

50.486

49.050

85.388

76.386

88

90

RL in M

92

94

58.388

60.988

58.436

Stiff to hard yellowish grey sandy silty clay with kanakr

SM

LAYER-IV

75.938

91.038

61.136

85.386

LAYER-V

LAYER-VI

CL

LAYER-V

LAYER-VI

Very dense reddish brown silty fine to medium sand with traces of kanakr

Hard yellowish grey sandy silty clay with kankar

LAYER-IV

CL

Ch

ain

ag

e=

-9

0.8

20

m

Le

ve

l=

10

1.9

30

m

19080

L

C OF PIER

80 mm EXP. JOINT

15

00

FOUNDING LEVEL -64.900

TOP OF PILE CAP-91.400

3000 650

7300

3000650

VERTICAL DRAINAGE PIPE

P1

PIER CAP

INSPECTION PLATFORM

18000

2000

65030003000650

24000

(EXP. JOINT TO EXP. JOINT)

(C/C OF BEARING)

29852490

.

℄ OF FUTURE TRACK

.

30000

TOP OF PILE CAP-91.400

FOUNDING LEVEL -64.900

GROUND LEVEL 91.396

1330

0

1200

0

6503000 3000

7300

24000

.

30000

57020

L

C OF ROB

13

300

1200

0

650

A1 P1 P2 P3 P4 A2

-3

60

.0

0

-3

40

.0

0

-3

20

.0

0

-3

80

.0

0

91

.3

96

-1

20

.0

0

-9

0.8

20

-5

0.8

20

91

.3

87

91

.3

97

91

.3

96

91

.3

95

R=30.48m

L=47.35m L=40.25m

R=188.86m

L=75.81m L=130.70m

+3

80

.0

0

92

.1

30

92

.1

36

R=122.44m

L=42.74m

L=286.69m

24000

25280

24000

25280

(EXP. JOINT TO EXP. JOINT)

(C/C OF BEARING)

(EXP. JOINT TO EXP. JOINT)

(C/C OF BEARING)

450

15

00

3000650

7300

3000 650

2490

80 mm EXP. JOINT

4000

700

RE WALL

RE WALL

15

00

3000 650

7300

3000650

2490

25280 (EXP. JOINT TO EXP. JOINT)

19080 (EXP. GAP TO EXP. GAP)25280 (EXP. JOINT TO EXP. JOINT)

A1 A2

450

10°

7

7

.

5

7

M

25.28M19.08M19.08M

25.28M

S

L

O

P

E

1

:3

0

S

L

O

P

E

1

:3

0

10°

8350 (SQ)

8479 (SK)

7850 (SQ)

7971 (SK)

5570 (SQ)

5656 (SK)

4840 (SQ)

4915 (SK)

21020 (SQ)

21344 (SK)

6000 (SQ)

6093 (SK)

9850 (SQ)

10002 (SK)

7850 (SQ)

7971 (SK)

8350 (SQ)

8479 (SK)

7850 (SQ)

7971 (SK)

5570 (SQ)

5656 (SK)

4840 (SQ)

4915 (SK)

7850 (SQ)

7971 (SK)

21020 (SQ)

21344 (SK)

6000 (SQ)

6093 (SK)

.9850 (SQ)

10002 (SK)

DETAILS AT MKD. 'D'

℄ OF EXISTING

UP TRACK

℄ OF EXISTING

REV. TRACK

℄ OF EXISTING

DN TRACK

℄ OF UP

DFC TRACK

℄ OF DN

DFC TRACK

℄ OF FUTURE TRACK

3

4

.

0

4

M

1

9

.

1

7

M

1

4

.

8

9

M

540

705

150

00

25

00

250

02500

2500

2500

2500

SCALE-1:200

874

874

540

705

2490

A1 A2

STAIR

6900

1875

1875

3000

STAIR

6900

1875

1875

3000

DPM/ENGG/DFCCIL

DFCCIL DRG NO. MGS/EN/ROB/LC NO.49-C/2017

R=1200.333m

L=40.00m

R=1200.333m

L=40.00m

THIS DRG. SUPERCEEDS CE's DRG NO.ECR/MGS/2016-17/ROB/150

705

450

705

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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