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
WITH WELL COMPACTED SAND
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
WITH CEMENT GROUTING
300 mm. THK. STONE PITCHING
150 mm.THK. P.C.C (M-20)
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRO
DU
CED
BY A
N A
UTO
DESK
EDU
CA
TION
AL PR
OD
UC
T
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRO
DU
CED
BY
AN
AU
TOD
ESK
ED
UC
ATI
ON
AL
PRO
DU
CT
( A GOVT. OF INDIA ENTERPRISE )
BRIDGE DETAILS :-BR.No.2, AT Km. 0/757.5, OF 2 x 5.0 m. x 2.5 m.BOX CULVERT.
SITE PLANNOT TO SCALE
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
RITES/KOL/SECL/KUS - /2015
TO
ST
N. JU
NA
DIH
TO
S
TN
. K
O
R
BA
S
L
O
P
E
N
O
T
S
T
E
E
P
E
R
T
H
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
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
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
DU
CED
BY A
N A
UTO
DESK
EDU
CA
TION
AL PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRO
DU
CED
BY
AN
AU
TOD
ESK
ED
UC
ATI
ON
AL
PRO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
SECTIONAL ELEVATION AT X-Y
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
24m COMPOSITE GIRDER
RDSO/B-11757
24m COMPOSITE GIRDER
RDSO/B-11756
18m COMPOSITE GIRDER
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
PRO
DU
CED
BY A
N A
UTO
DESK
EDU
CA
TION
AL PR
OD
UC
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRO
DU
CED
BY
AN
AU
TOD
ESK
ED
UC
ATI
ON
AL
PRO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
RITES /KOLKATA
Drawn By
(T.A)D.G.M ( C)
RITES /KOLKATA
RITES /KOLKATA
Sr. DGM (C/HQ)
RITES /KOLKATA
RITES/KOL/SECL/KUS - /2015
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
O
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
L H
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 OF RETURN WALL
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
WITH WELL COMPACTED SAND
10 T @ 200 C/C
Q
WEEP HOLE
150 mm.THK. P.C.C BASE COURSE (M-20)
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
150 mm.THK. P.C.C BASE COURSE (M-20)
R.C.C M-35
WEARING COURSE (M-20)
SECTIONAL ELEVATION AT X-Y
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
WITH WELL COMPACTED SAND
1m. SOIL TO BE EXCAVATED & FILLED BACK
DN STREAM
SECTION A-ASCALE 1:50
WITH WELL COMPACTED SAND
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
10 Q @ 200 C/C BOTHWAY
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
C.L. OF PROP. TRACK-1
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
BAR BENDING SCHEDULE OF BOX
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
C.L. OF PROP. TRACK-1
C.L. OF PROP. TRACK-2
300mm THK. BOULDER PITCHING
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
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRO
DU
CED
BY
AN
AU
TOD
ESK
ED
UC
ATI
ON
AL
PRO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
( A GOVT. OF INDIA ENTERPRISE )
GENERAL NOTES
SITE PLANNOT TO SCALE
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
SECTIONAL ELEVATION AT X-Y
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
RITES/KOL/SECL/KUS - /2015
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
SECTION OF RETURN WALL
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
BAR BENDING SCHEDULE OF BOX
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
BAR BENDING SCHEDULE OF BOX
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
10 Q @ 200 C/C BOTHWAY
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
( A GOVT. OF INDIA ENTERPRISE )
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
WITH CEMENT GROUTING
'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.
RITES/KOL/SECL/KUS - /2015
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
SECTION OF RETURN WALL
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
300mm THK. BOULDER PITCHING
300mm THK. BOULDER PITCHING
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.)
MARK
REMARKS
BAR BENDING SCHEDULE OF BOX
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
TPRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRO
DU
CED
BY
AN
AU
TOD
ESK
ED
UC
ATI
ON
AL
PRO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
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
CENTER OF SILO- 3, X=2862734.609
M,
Y=927531.635M, FL=290.309M
CENTER OF SILO- 4, X=2862737.094
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
5
8
.
8
3
3
m
.
S
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(
1
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1
2
)
,
C
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:
2
5
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.
8
3
3
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.
T
P
-
1
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:
2
5
3
5
.
4
3
6
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.
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-
2
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:
2
6
8
0
.
6
5
9
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.
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:
1
9
5
1
.
6
m
.
T
O
B
E
C
L
O
S
E
D
CUTTING(-) /
FILLING(+)
R
O
A
D
C
R
O
S
S
I
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G
,
C
H
:
3
7
0
.
0
m
.
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1
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:
3
2
6
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3
7
7
T
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-
1
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:
9
8
2
.
2
6
3
m
.
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-
2
,
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:
1
0
3
1
.
3
1
9
m
.
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(
1
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8
.
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)
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S
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:
1
1
3
1
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3
3
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.
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(
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,
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:
1
4
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7
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0
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1
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1
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:
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4
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A
B
L
Y
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
B
R
N
o
5
,
1
X
5
.
0
m
R
C
C
B
O
X
,
C
H
:
1
8
3
1
.
0
m
,
F
L
=
2
9
0
.
5
9
9
m
.
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
1740
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
( A GOVT. OF INDIA ENTERPRISE )
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
m
.
1
1
K
V
H
T
L
I
N
E
X
I
N
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
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