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TRANSCRIPT
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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SWARNA COMPLEX, 2nd FLOOR, SUSUWAHIVARANASI - 221011
PR
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B
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N A
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CA
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NA
L P
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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
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B
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NA
L P
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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT