Appendix T Concept design drawingsNovember 2013
6.00 (TRACK FORMATION WIDTH)C OF TRACKL
LEVELCROSSING
LONGITUDINAL DRAIN
X X X X X X X X X X
XX
X
X X X
X
X
XX
X
X
X
X
X
X
LONGITUDINAL DRAIN
LONGITUDINAL DRAIN
LONGITUDINAL DRAIN
MAINTENANCEACCESS GATE(AS REQUIRED)
DRAIN (PIPE CULVERT)
DRAIN (PIPE CULVERT)
GR
AD
E T
O E
XIS
TIN
GO
CC
UP
ATI
ON
AL
TRA
IL
CATTLE GRID
CROSSING PANELS
HI RAILACCESS PAD
55.0
045
.00
100.
00R
AIL
WA
Y C
OR
RID
OR
X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXX
XX
MAINTENANCEACCESS GATE
(AS REQUIRED)
X
X
XXX
X
X
XX
X
X
X
X
X
X
X
HOLDING YARD(PROPOSED)
HOLDING YARD(PROPOSED) G
RA
DE
TO
EX
ISTI
NGRAIL MAINTENANCE ACCESS ROAD
TYPICAL AT GRADE OCCUPATIONAL CROSSINGSCALE 1:250
0 4 10m2 6 8
X
LEGEND
FIELD GATE
FENCING
NOTES:1. ALL DIMENSIONS ARE IN METERES UNLESS NOTED OTHERWISE.2. UNDERGROUND UTILITIES / SERVICES ARE TO BE LOCATED PRIOR TO WORKS
BEING UNDERTAKEN.
Consultant/Contractor Drawing No.
Description VerifiedRev Drawn
Designed
Checked
Approved
RPEQ No.
Date
Drawing Title
Rev
By
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
Client Drawing No.
COPYRIGHTThe concepts, diagrams and information contained in this document are the soleproperty and copyright of Adani Mining Pty Ltd. Any use, copying, reproduction ordisclosure of the document, whether directly or indirectly, or in whole or in part withoutthe prior written permission of Adani Mining Pty Ltd, is prohibited.
Date aarvee associatesarchitects engineers consultants pvt.ltd.&
Ravula Residency, Tel: +91-40-23737633
e-mail: [email protected]: +91-40-23736277
web: www.aarvee.net
Srinagar Colony Main Rd., Hyderabad-500082, India
DISCLAIMER:Aarvee Associates has endeavored to ensure accuracy of the drawing. Data sourced from LIDAR, DEM, Contours,Property Owners and other sources as provided by ADANI who make no warranties about the completeness,accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data.Alignment design is based on information provided/available at the time of preparation of drawings. Reasonableassumptions have been made to prepare the drawings and are subject to further review on availability of completeinformation/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are ormay be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these areto be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd.
ISSUED FOR CLIENT REVIEWNOT FOR CONSTRUCTION
Last Modified :-Jun 15,2013 - 3:10PM
NORTH GALILEE BASIN RAIL PROJECTOCCUPATIONAL & STOCK CROSSINGSAT GRADE - OCCUPATIONAL CROSSING
NGBR1551-C-DWG-D-011 B
SYAM KARTHIK A
SUBRAHMAYAM A N KESKAR
A ISSUED FOR INTERNAL REVIEW SYAM 10-06-13B ISSUED FOR CLIENT REVIEW SYAM 15-06-13
XXXXXXXXX
XX
C OF TRACKL
RAIL MAINTENANCE ACCESS ROAD RAIL MAINTENANCE ACCESS ROAD
LONGITUDINAL DRAIN
X X X X X X X X
XX
XX
X X
X
LONGITUDINAL DRAIN
LONGITUDINAL DRAIN
LONGITUDINAL DRAIN
XX
XX
X
XX
XX
X
X X
X
XXXXXXXXX
XX
XX
XX
XX
X
X X X X X X X X
X
MAINTENANCEACCESS GATE(AS REQUIRED)
TYPICAL AT GRADE PUBLIC ROAD CROSSING
ROAD CORRIDOR
GR
AD
E T
O E
XIS
TIN
GP
UB
LIC
RO
AD
DRAIN (PIPE CULVERT)
DRAIN (PIPE CULVERT)
GR
AD
E T
O E
XIS
TIN
GP
UB
LIC
RO
AD
MAINTENANCEACCESS GATE(AS REQUIRED)
CATTLE GRID
CROSSING PANELS
HI RAILACCESS PAD
55.0
045
.00
100.
00R
AIL
WA
Y C
OR
RID
OR
LEVELCROSSING
6.00 (TRACK FORMATION WIDTH)
SCALE 1:250
0 4 10m2 6 8
X
LEGEND
FIELD GATE
FENCING
NOTES:1. ALL DIMENSIONS ARE IN METERES UNLESS NOTED OTHERWISE.2. UNDERGROUND UTILITIES / SERVICES ARE TO BE LOCATED PRIOR TO WORKS
BEING UNDERTAKEN.
Consultant/Contractor Drawing No.
Description VerifiedRev Drawn
Designed
Checked
Approved
RPEQ No.
Date
Drawing Title
Rev
By
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
Client Drawing No.
COPYRIGHTThe concepts, diagrams and information contained in this document are the soleproperty and copyright of Adani Mining Pty Ltd. Any use, copying, reproduction ordisclosure of the document, whether directly or indirectly, or in whole or in part withoutthe prior written permission of Adani Mining Pty Ltd, is prohibited.
Date aarvee associatesarchitects engineers consultants pvt.ltd.&
Ravula Residency, Tel: +91-40-23737633
e-mail: [email protected]: +91-40-23736277
web: www.aarvee.net
Srinagar Colony Main Rd., Hyderabad-500082, India
DISCLAIMER:Aarvee Associates has endeavored to ensure accuracy of the drawing. Data sourced from LIDAR, DEM, Contours,Property Owners and other sources as provided by ADANI who make no warranties about the completeness,accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data.Alignment design is based on information provided/available at the time of preparation of drawings. Reasonableassumptions have been made to prepare the drawings and are subject to further review on availability of completeinformation/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are ormay be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these areto be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd.
ISSUED FOR CLIENT REVIEWNOT FOR CONSTRUCTION
Last Modified :-Jun 15,2013 - 5:23PM
NORTH GALILEE BASIN RAIL PROJECTOCCUPATIONAL & STOCK CROSSINGSAT GRADE - PUBLIC ROAD CROSSING
NGBR1551-C-DWG-D-012 B
SYAM KARTHIK A
SUBRAHMAYAM A N KESKAR
A ISSUED FOR INTERNAL REVIEW SYAM 10-06-13B ISSUED FOR CLIENT REVIEW SYAM 15-06-13
X
RAIL MAINTENANCE ACCESS ROAD
LONGITUDINAL DRAINLONGITUDINAL DRAIN
LONGITUDINAL DRAINLONGITUDINAL DRAIN
C OF TRACK
WING WALL
WATER TO BE DIVERTED (TYP.)
MAINTENANCEACCESS GATE(AS REQUIRED)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXX X X X X X X X
GRADE SEPARATED-OCCUPATIONAL CROSSINGSCALE 1:250
X
X
X
X
XXXXXX X X X X X X X
X
X
X
X
X
X
MAINTENANCEACCESS GATE
(AS REQUIRED)
L
X
X
X X X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X X X X
X X X X X X X X X X
CROSS SECTION AT FENCE TO WING WALLSCALE 1:20
STRAINERPOST
CONCRETEFOOTING
CONCRETEAPRON
WING WALL
BARBED WIREFENCING
STRAINER ARRANGEMENT
EMBEDMENT
LONG CONCRETE FOOTING
C STRAINER POSTL
X
LEGEND
FIELD GATE
FENCING
NOTES:1. ALL DIMENSIONS ARE IN METERES UNLESS NOTED OTHERWISE.2. UNDERGROUND UTILITIES / SERVICES ARE TO BE LOCATED PRIOR TO WORKS
BEING UNDERTAKEN.
0 4 10m2 6 8
0 500 1000mm
Consultant/Contractor Drawing No.
Description VerifiedRev Drawn
Designed
Checked
Approved
RPEQ No.
Date
Drawing Title
Rev
By
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
Client Drawing No.
COPYRIGHTThe concepts, diagrams and information contained in this document are the soleproperty and copyright of Adani Mining Pty Ltd. Any use, copying, reproduction ordisclosure of the document, whether directly or indirectly, or in whole or in part withoutthe prior written permission of Adani Mining Pty Ltd, is prohibited.
Date aarvee associatesarchitects engineers consultants pvt.ltd.&
Ravula Residency, Tel: +91-40-23737633
e-mail: [email protected]: +91-40-23736277
web: www.aarvee.net
Srinagar Colony Main Rd., Hyderabad-500082, India
DISCLAIMER:Aarvee Associates has endeavored to ensure accuracy of the drawing. Data sourced from LIDAR, DEM, Contours,Property Owners and other sources as provided by ADANI who make no warranties about the completeness,accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data.Alignment design is based on information provided/available at the time of preparation of drawings. Reasonableassumptions have been made to prepare the drawings and are subject to further review on availability of completeinformation/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are ormay be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these areto be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd.
ISSUED FOR CLIENT REVIEWNOT FOR CONSTRUCTION
Last Modified :-Jun 15,2013 - 5:22PM
NORTH GALILEE BASIN RAIL PROJECTOCCUPATIONAL & STOCK CROSSINGSGRADE SEPARATED - OCCUPATIONAL CROSSING
NGBR1551-C-DWG-D-021 B
SYAM KARTHIK A
SUBRAHMAYAM A N KESKAR
A ISSUED FOR INTERNAL REVIEW SYAM 10-06-13B ISSUED FOR CLIENT REVIEW SYAM 15-06-13
WING WALL
SCALE 1:25BB-
SECTION
CONCRETE APRON
WING WALLWING WALL BASE SLAB
TYPICAL PLAN - SINGLE CELLSCALE 1:50
SLOPE V : H
6000
(FO
RM
ATI
ON
WID
TH)
C O
F S
TAN
DA
RD
GA
UG
E
C OF ROAD
3600
V :
H
CONCRETE APRON
(CO
NTR
OL
C)
V :
H
L
LL
3600
3600
BLINDING CONCRETE
AA-
SECTIONSCALE-1:25
DRAINAGEFILTER
WELL COMPACTED EARTH
ROAD LEVEL
HEAD WALL
WING WALL
ELEVATIONSCALE 1:50
FORMATION LEVEL
ROAD LEVEL
RAIL LEVEL
FORMATION LEVEL
ROAD LEVEL
RAIL LEVEL6000 (FORMATION WIDTH)
C STANDARD GAUGE
V : H
3600
SCALE 1:50
WING WALL
C OF CELL FILL CONFORMING TOEARTH WORK NEARSTRUCTURES
CC-
SECTION
(CONTROL C)
L
LL
V : H
V : H
V : H
WING WALL
GENERAL NOTES :1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.2. CONCRETE GRADE SHALL BE AS FOLLOWS
PRECAST CONCRETE : S50.CAST-IN-SITU CONCRETE : S40.
1 : 25
1 : 50
Consultant/Contractor Drawing No.
Description VerifiedRev Drawn
Designed
Checked
Approved
RPEQ No.
Date
Drawing Title
Rev
By
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
Client Drawing No.
COPYRIGHTThe concepts, diagrams and information contained in this document are the soleproperty and copyright of Adani Mining Pty Ltd. Any use, copying, reproduction ordisclosure of the document, whether directly or indirectly, or in whole or in part withoutthe prior written permission of Adani Mining Pty Ltd, is prohibited.
Date aarvee associatesarchitects engineers consultants pvt.ltd.&
Ravula Residency, Tel: +91-40-23737633
e-mail: [email protected]: +91-40-23736277
web: www.aarvee.net
Srinagar Colony Main Rd., Hyderabad-500082, India
DISCLAIMER:Aarvee Associates has endeavored to ensure accuracy of the drawing. Data sourced from LIDAR, DEM, Contours,Property Owners and other sources as provided by ADANI who make no warranties about the completeness,accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data.Alignment design is based on information provided/available at the time of preparation of drawings. Reasonableassumptions have been made to prepare the drawings and are subject to further review on availability of completeinformation/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are ormay be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these areto be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd.
ISSUED FOR CLIENT REVIEWNOT FOR CONSTRUCTION
Last Modified :-Jun 15,2013 - 3:4PM
NORTH GALILEE BASIN RAIL PROJECTOCCUPATIONAL & STOCK CROSSINGSTYPICAL BOX CULVERT (UNDERPASS)
NGBR1551-C-DWG-D-031 B
SYAM KARTHIK A
V RAMESH A N KESKAR
A ISSUED FOR INTERNAL REVIEW SYAM 10-06-13B ISSUED FOR CLIENT REVIEW SYAM 15-06-13
FORMATION LEVEL
100.00RAILWAY CORRIDOR
6.00
C PROPOSED MAINLINESTANDARD GAUGE(CONTROL C)
1 IN 40
LONGITUDINAL DRAIN
FEN
CE
FEN
CE
1% MIN. 1% MIN.
GENERAL FILL
LONGITUDINAL DRAIN
L
L
3.00
3%
7.00
MA
X.
1.751
ACCESS ROAD
7.00
MA
X.
VARIES
55.0045.00
1.751
3.00
3%
1.751
1.751
VARIES
FORMATION LEVEL
100.00RAILWAY CORRIDOR
6.00
C PROPOSED MAINLINESTANDARD GAUGE(CONTROL C)
1 IN 40
LONGITUDINAL DRAIN
FEN
CE
FEN
CE
1% MIN. 1% MIN.
GENERAL FILL
LONGITUDINAL DRAIN
L
L
SCALE 1:150
ACCESS ROAD
55.0045.00
1.751
1.751
VARIESVARIES
CROSS SECTION FOR EMBANKMENT HEIGHT ≤7m
CROSS SECTION FOR EMBANKMENT HEIGHT >7m & ≤14mSCALE 1:150
NOTE:1. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.2. CROSS SECTION IS DEVELOPED BASED ON CENTERLINE OF MAINLINE STANDARD GAUGE.
1 : 150
Consultant/Contractor Drawing No.
Description VerifiedRev Drawn
Designed
Checked
Approved
RPEQ No.
Date
Drawing Title
Rev
By
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
Client Drawing No.
COPYRIGHTThe concepts, diagrams and information contained in this document are the soleproperty and copyright of Adani Mining Pty Ltd. Any use, copying, reproduction ordisclosure of the document, whether directly or indirectly, or in whole or in part withoutthe prior written permission of Adani Mining Pty Ltd, is prohibited.
Date aarvee associatesarchitects engineers consultants pvt.ltd.&
Ravula Residency, Tel: +91-40-23737633
e-mail: [email protected]: +91-40-23736277
web: www.aarvee.net
Srinagar Colony Main Rd., Hyderabad-500082, India
DISCLAIMER:Aarvee Associates has endeavored to ensure accuracy of the drawing. Data sourced from LIDAR, DEM, Contours,Property Owners and other sources as provided by ADANI who make no warranties about the completeness,accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data.Alignment design is based on information provided/available at the time of preparation of drawings. Reasonableassumptions have been made to prepare the drawings and are subject to further review on availability of completeinformation/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are ormay be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these areto be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd.
ISSUED FOR CLIENT REVIEWNOT FOR CONSTRUCTION
Last Modified :-Jun 15,2013 - 3:23PM
SYAM KARTHIK A
SANGEETHA A N KESKAR
A ISSUED FOR INTERNAL REVIEW SYAM 10-06-13B ISSUED FOR CLIENT REVIEW SYAM 15-06-13
CROSS SECTION FOR CUT (IN ROCK) HEIGHT ≤7mSCALE 1:150
3.00
100.00RAILWAY CORRIDOR
1 IN 40
CAPPING LAYER
C PROPOSED MAINLINESTANDARD GAUGE(CONTROL C)
3.00
ACCESS ROAD
LONGITUDINAL DRAIN
MAINTENANCE
L
L
1 IN 40
FEN
CE
1
1 7.00
MA
X.
FEN
CE
CATCH DRAIN
BUND
2.00 4.00
RAIL1
1
55.0045.00
7.00
MA
X.
CROSS SECTION FOR CUT (IN ROCK) HEIGHT >7 & ≤14mSCALE 1:150
3.00
100.00RAILWAY CORRIDOR
1 IN 40
CAPPING LAYER
C PROPOSED MAINLINESTANDARD GAUGE(CONTROL C)
3.00
ACCESS ROAD
LONGITUDINAL DRAIN
MAINTENANCE
L
L
1 IN 40
FEN
CE
1
1 7.00
MA
X.
FEN
CE
CATCH DRAIN
BUND
2.00 4.00
RAIL1
1
55.0045.00
7.00
MA
X.
3.00
1
1
7.00
MA
X.
3.00
3%
1
1
7.00
MA
X.
VARIESVARIES
VARIESVARIES 3%
NOTE:1. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.2. CROSS SECTION IS DEVELOPED BASED ON CENTERLINE OF MAINLINE STANDARD GAUGE.
1 : 150
Consultant/Contractor Drawing No.
Description VerifiedRev Drawn
Designed
Checked
Approved
RPEQ No.
Date
Drawing Title
Rev
By
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
Client Drawing No.
COPYRIGHTThe concepts, diagrams and information contained in this document are the soleproperty and copyright of Adani Mining Pty Ltd. Any use, copying, reproduction ordisclosure of the document, whether directly or indirectly, or in whole or in part withoutthe prior written permission of Adani Mining Pty Ltd, is prohibited.
Date aarvee associatesarchitects engineers consultants pvt.ltd.&
Ravula Residency, Tel: +91-40-23737633
e-mail: [email protected]: +91-40-23736277
web: www.aarvee.net
Srinagar Colony Main Rd., Hyderabad-500082, India
DISCLAIMER:Aarvee Associates has endeavored to ensure accuracy of the drawing. Data sourced from LIDAR, DEM, Contours,Property Owners and other sources as provided by ADANI who make no warranties about the completeness,accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data.Alignment design is based on information provided/available at the time of preparation of drawings. Reasonableassumptions have been made to prepare the drawings and are subject to further review on availability of completeinformation/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are ormay be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these areto be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd.
ISSUED FOR CLIENT REVIEWNOT FOR CONSTRUCTION
Last Modified :-Jun 15,2013 - 3:21PM
NORTH GALILEE BASIN RAIL PROJECTEARTHWORKSTYPICAL CUT DETAILS (IN ROCK)(SHEET 1 OF 1)
NGBR1551-C-DWG-E-203 B
SYAM KARTHIK A
SANGEETHA A N KESKAR
A ISSUED FOR INTERNAL REVIEW SYAM 10-06-13B ISSUED FOR CLIENT REVIEW SYAM 15-06-13
CROSS SECTION FOR CUT (IN SOIL) HEIGHT ≤7mSCALE 1:150
3.00
100.00RAILWAY CORRIDOR
1 IN 40
CAPPING LAYER
C PROPOSED MAINLINESTANDARD GAUGE(CONTROL C)
3.00
ACCESS ROAD
LONGITUDINAL DRAIN
MAINTENANCE
L
L
1 IN 40
FEN
CE
7.00
MA
X.
FEN
CE
CATCH DRAIN
BUND
2.00 4.00
RAIL
55.0045.00
7.00
MA
X.
21
21
CROSS SECTION FOR CUT (IN SOIL) HEIGHT >7m & ≤14mSCALE 1:150
3.00
RAILWAY CORRIDOR
1 IN 40
CAPPING LAYER
C PROPOSED MAINLINESTANDARD GAUGE(CONTROL C)
3.00
ACCESS ROAD
LONGITUDINAL DRAIN
MAINTENANCE
L
L
1 IN 40
FEN
CE
7.00
MA
X.
FEN
CE
CATCH DRAIN
BUND
2.00 4.00
RAIL
VARIESVARIES
7.00
MA
X.
3.00
3%
7.00
MA
X.
3.00
7.00
MA
X.
21
21
21
21
VARIESVARIES
VARIESVARIES
3%
NOTE:1. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.2. CROSS SECTION IS DEVELOPED BASED ON CENTERLINE OF MAINLINE STANDARD GAUGE.
1 : 150
Consultant/Contractor Drawing No.
Description VerifiedRev Drawn
Designed
Checked
Approved
RPEQ No.
Date
Drawing Title
Rev
By
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
A
B
C
D
E
F
G
H
Client Drawing No.
COPYRIGHTThe concepts, diagrams and information contained in this document are the soleproperty and copyright of Adani Mining Pty Ltd. Any use, copying, reproduction ordisclosure of the document, whether directly or indirectly, or in whole or in part withoutthe prior written permission of Adani Mining Pty Ltd, is prohibited.
Date aarvee associatesarchitects engineers consultants pvt.ltd.&
Ravula Residency, Tel: +91-40-23737633
e-mail: [email protected]: +91-40-23736277
web: www.aarvee.net
Srinagar Colony Main Rd., Hyderabad-500082, India
DISCLAIMER:Aarvee Associates has endeavored to ensure accuracy of the drawing. Data sourced from LIDAR, DEM, Contours,Property Owners and other sources as provided by ADANI who make no warranties about the completeness,accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data.Alignment design is based on information provided/available at the time of preparation of drawings. Reasonableassumptions have been made to prepare the drawings and are subject to further review on availability of completeinformation/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are ormay be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these areto be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd.
ISSUED FOR CLIENT REVIEWNOT FOR CONSTRUCTION
Last Modified :-Jun 15,2013 - 3:18PM
NORTH GALILEE BASIN RAIL PROJECTEARTHWORKSTYPICAL CUT DETAILS (IN SOIL) (SHEET 1 OF 1)
NGBR1551-C-DWG-E-205 B
SYAM KARTHIK A
SANGEETHA A N KESKAR
A ISSUED FOR INTERNAL REVIEW SYAM 10-06-13B ISSUED FOR CLIENT REVIEW SYAM 15-06-13
Calibre Operations Pty. Ltd.Ground Floor, 545 Queen StBrisbane QLD 4000AustraliaTel: +61 (0)7 3001 6000Fax: +61 (0)7 3001 6050
THIS DRAWING CONTAINS CONFIDENTIAL
INFORMATION TO CALIBRE OPERATIONS
PTY. LTD. & ITS AFFILIATED PARTIES. THE
CLIENT HAS THE RIGHT TO USE THE
INFORMATION CONTAINED IN THIS
DRAWING PURSUANT TO CONTRACT
BETWEEN CLIENT AND CALIBRE
OPERATIONS PTY. LTD.
Aarvee Associates Pty. Ltd.Suite 39, Level 22, 69 Ann StBrisbane QLD 4000Australia
DRAWN
DRAFTING CHECK
ENG. APPROVED
PROJECT MANAGER
PROJECT No.
DRG No. REV
11 12
H
G
F
E
D
C
B
A
121110987654321
A
B
C
D
E
F
G
H
RE
VIS
ION
S
REV BY DATE
1
DESCRIPTION
2 3
CKD APP
4 5 6 7 8 9 10
Tel: +61 (0)7 3112 5297Fax: +61 (0)7 3112 5101
RPEQ APPROVAL
SIGNED:
RPEQ No:
NAME:
ORIGINAL SIZE A1 0
NORTH GALILEE BASIN RAIL PROJECT
RAIL - CIVIL DRAINAGE METHODOLOGY
C