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: railways@aarvee.netFax: +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: railways@aarvee.netFax: +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: railways@aarvee.netFax: +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: railways@aarvee.netFax: +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: railways@aarvee.netFax: +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: railways@aarvee.netFax: +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: railways@aarvee.netFax: +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