Appendix T Concept design drawings
November 2013
1 2 3 4 5 6 7 8 9 10 11 12
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
A A X X
MAINTENANCE MAINTENANCE ACCESS GATE ACCESS GATE (AS REQUIRED) (AS REQUIRED) GRADE TO EXISTING
X HOLDING YARD X (PROPOSED)
B B X X X
X X X 45.00 DRAIN (PIPE CULVERT) X X LONGITUDINAL DRAIN LONGITUDINAL DRAIN
X X
HI RAIL
X ACCESS PAD CATTLE GRID X C C LEVEL CROSSING
CL OF TRACK 6.00 (TRACK FORMATION WIDTH) 100.00 RAILWAY CORRIDOR CROSSING PANELS
X X
X X D D LONGITUDINAL DRAIN LONGITUDINAL DRAIN X X
DRAIN (PIPE CULVERT)
X X 55.00
E X X E
X X OCCUPATIONAL TRAIL
X X
RAIL MAINTENANCE ACCESS ROAD
F F X X HOLDING YARD
(PROPOSED)
GRADE TO EXISTING
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
TYPICAL AT GRADE OCCUPATIONAL CROSSING G SCALE 1:250 G
NOTES:
1. ALL DIMENSIONS ARE IN METERES UNLESS NOTED OTHERWISE. 2. UNDERGROUND UTILITIES / SERVICES ARE TO BE LOCATED PRIOR TO WORKS BEING UNDERTAKEN. ISSUED FOR CLIENT REVIEW NOT FOR CONSTRUCTION
Rev Description By Verified Date Drawn Checked Drawing Title 0 2 4 6 8 10m aarvee associates SYAM KARTHIK A architects engineers consultants pvt.ltd. NORTH GALILEE BASIN RAIL PROJECT Ravula Residency, &Tel: +91-40-23737633 Designed Approved Srinagar Colony Main Rd., Fax: +91-40-23736277 OCCUPATIONAL & STOCK CROSSINGS Hyderabad-500082, e-mail: [email protected] SUBRAHMAYAM A N KESKAR H India web: www.aarvee.net H LEGEND DISCLAIMER: AT GRADE - OCCUPATIONAL CROSSING 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, FIELD GATE COPYRIGHT accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data. The concepts, diagrams and information contained in this document are the sole Alignment design is based on information provided/available at the time of preparation of drawings. Reasonable SURSHUW\DQGFRS\ULJKWRI$GDQL0LQLQJ3W\/WG$Q\XVHFRS\LQJUHSURGXFWLRQRU B ISSUED FOR CLIENT REVIEW SYAM 15-06-13 X FENCING assumptions have been made to prepare the drawings and are subject to further review on availability of complete disclosure of the document, whether directly or indirectly, or in whole or in part without RPEQ No. Client Drawing No. Consultant/Contractor Drawing No. Rev A ISSUED FOR INTERNAL REVIEW SYAM 10-06-13 information/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are or the prior written permission of Adani Mining Pty Ltd, is prohibited. may be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these are Last Modified :-Jun 15,2013 - 3:10PM to be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd. Date NGBR1551-C-DWG-D-011 B 1 2 3 4 5 6 7 8 9 10 11 12
12 11 10 9 8 7 6 5 4 3 2 1
Jun 15,2013 - 5:23PM - 15,2013 Jun Last Modified :- Modified Last
to be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd. Pty Mining Adani to them report shall turn in which AARVEE, to reported be to B NGBR1551-C-DWG-D-012 Date
may be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these are these found, are discrepancies any case found.In be may as discrepancies any of result a as incurred be may
10-06-13 SYAM REVIEW INTERNAL FOR ISSUED A
the prior written permission of Adani Mining Pty Ltd, is prohibited. is Ltd, Pty Mining Adani of permission written prior the information/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are or are which expenses losses, damages, any for liability any accept cannot AARVEE However, information/data.
RPEQ No. RPEQ
Rev No. Drawing Consultant/Contractor No. Drawing Client
X
FENCING FENCING disclosure of the document, whether directly or indirectly, or in whole or in part without part in or whole in or indirectly, or directly whether document, the of disclosure 15-06-13 SYAM REVIEW CLIENT FOR ISSUED B assumptions have been made to prepare the drawings and are subject to further review on availability of complete of availability on review further to subject are and drawings the prepare to made been have assumptions
SURSHUW\DQGFRS\ULJKWRI$GDQL0LQLQJ3W\/WG$Q\XVHFRS\LQJUHSURGXFWLRQRU Alignment design is based on information provided/available at the time of preparation of drawings. Reasonable drawings. of preparation of time the at provided/available information on based is design Alignment
The concepts, diagrams and information contained in this document are the sole the are document this in contained information and diagrams concepts, The
accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data. available on based accuracy possible best for produced are Drawings reliability. or suitability accuracy, FIELD GATE FIELD
COPYRIGHT
Property Owners and other sources as provided by ADANI who make no warranties about the completeness, the about warranties no make who ADANI by provided as sources other and Owners Property
Aarvee Associates has endeavored to ensure accuracy of the drawing. Data sourced from LIDAR, DEM, Contours, DEM, LIDAR, from sourced Data drawing. the of accuracy ensure to endeavored has Associates Aarvee
AT GRADE - PUBLIC ROAD CROSSING ROAD PUBLIC - GRADE AT LEGEND
DISCLAIMER:
web: www.aarvee.net web: India
H H SUBRAHMAYAM A N KESKAR N A
e-mail: [email protected] e-mail: Hyderabad-500082,
OCCUPATIONAL & STOCK CROSSINGS STOCK & OCCUPATIONAL
Fax: +91-40-23736277 Fax: Rd., Main Colony Srinagar
Approved Designed
Tel: +91-40-23737633 Tel: Residency, Ravula &
consultants pvt.ltd. consultants
architects engineers architects NORTH GALILEE BASIN RAIL PROJECT RAIL BASIN GALILEE NORTH
KARTHIK A KARTHIK SYAM
aarvee associates aarvee
10m 0 8 6 4 2
Drawing Title Drawing Checked Drawn Date Verified By Description Rev
NOT FOR CONSTRUCTION FOR NOT
BEING UNDERTAKEN. BEING
ISSUED FOR CLIENT REVIEW CLIENT FOR ISSUED
UNDERGROUND UTILITIES / SERVICES ARE TO BE LOCATED PRIOR TO WORKS TO PRIOR LOCATED BE TO ARE SERVICES / UTILITIES UNDERGROUND 2.
ALL DIMENSIONS ARE IN METERES UNLESS NOTED OTHERWISE. NOTED UNLESS METERES IN ARE DIMENSIONS ALL 1.
NOTES:
SCALE 1:250 SCALE
TYPICAL AT GRADE PUBLIC ROAD CROSSING ROAD PUBLIC GRADE AT TYPICAL
G G
ROAD CORRIDOR ROAD
X X X X X X X
X X X X X X X X X X GRADE TO EXISTING
X X
F F
RAIL MAINTENANCE ACCESS ROAD ACCESS MAINTENANCE RAIL ROAD ACCESS MAINTENANCE RAIL X X PUBLIC ROAD X X
55.00 E E
X X DRAIN (PIPE CULVERT) (PIPE DRAIN X X
X X LONGITUDINAL DRAIN LONGITUDINAL LONGITUDINAL DRAIN LONGITUDINAL
RAILWAY CORRIDOR
D D
X X
100.00 X X
X X CROSSING PANELS CROSSING
6.00 (TRACK FORMATION WIDTH) FORMATION (TRACK 6.00
L C OF TRACK OF C
CROSSING
LEVEL
CATTLE GRID CATTLE
X
C
X C ACCESS PAD ACCESS
HI RAIL HI X
X X X
LONGITUDINAL DRAIN LONGITUDINAL LONGITUDINAL DRAIN LONGITUDINAL X X X X PUBLIC ROAD
45.00
DRAIN (PIPE CULVERT) (PIPE DRAIN
B B
(AS REQUIRED) (AS
(AS REQUIRED) (AS
ACCESS GATE ACCESS
ACCESS GATE ACCESS
MAINTENANCE MAINTENANCE GRADE TO EXISTING
X X
A A
X X
X X X X X X X
X X X X X X X X X X
12 11 10 9 8 7 6 5 4 3 2 1 1 2 3 4 5 6 7 8 9 10 11 12
A A
X X X X X X X X X X X X X X
X
X
X X
CL STRAINER POST
B MAINTENANCE MAINTENANCE STRAINER ARRANGEMENT BARBED WIRE B ACCESS GATE X ACCESS GATE FENCING
(AS REQUIRED) X (AS REQUIRED)
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
WATER TO BE DIVERTED (TYP.)
X X X X X X X X X X X X X LONGITUDINAL DRAIN LONGITUDINAL DRAIN WING WALL
WING WALL X X X X X X X X X X EMBEDMENT
C C
C OF TRACK L CONCRETE APRON
LONG CONCRETE FOOTING STRAINER POST
CONCRETE FOOTING
LONGITUDINAL DRAIN LONGITUDINAL DRAIN
X X
D CROSS SECTION AT FENCE TO WING WALL D
SCALE 1:20
X X
RAIL MAINTENANCE ACCESS ROAD
X X
E E
X
X
X
X
X
X X
F X F
X X X X X X X X X X X X X X
GRADE SEPARATED-OCCUPATIONAL CROSSING
SCALE 1:250
G G
NOTES:
1. ALL DIMENSIONS ARE IN METERES UNLESS NOTED OTHERWISE. 2. UNDERGROUND UTILITIES / SERVICES ARE TO BE LOCATED PRIOR TO WORKS BEING UNDERTAKEN. ISSUED FOR CLIENT REVIEW NOT FOR CONSTRUCTION
Rev Description By Verified Date Drawn Checked Drawing Title 0 2 4 6 8 10m aarvee associates SYAM KARTHIK A architects engineers consultants pvt.ltd. NORTH GALILEE BASIN RAIL PROJECT Ravula Residency, &Tel: +91-40-23737633 Designed Approved 0 500 1000mm Srinagar Colony Main Rd., Fax: +91-40-23736277 OCCUPATIONAL & STOCK CROSSINGS Hyderabad-500082, e-mail: [email protected] SUBRAHMAYAM A N KESKAR H India web: www.aarvee.net H LEGEND DISCLAIMER: GRADE SEPARATED - OCCUPATIONAL CROSSING 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, FIELD GATE COPYRIGHT accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data. The concepts, diagrams and information contained in this document are the sole Alignment design is based on information provided/available at the time of preparation of drawings. Reasonable SURSHUW\DQGFRS\ULJKWRI$GDQL0LQLQJ3W\/WG$Q\XVHFRS\LQJUHSURGXFWLRQRU B ISSUED FOR CLIENT REVIEW SYAM 15-06-13 X FENCING assumptions have been made to prepare the drawings and are subject to further review on availability of complete disclosure of the document, whether directly or indirectly, or in whole or in part without RPEQ No. Client Drawing No. Consultant/Contractor Drawing No. Rev A ISSUED FOR INTERNAL REVIEW SYAM 10-06-13 information/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are or the prior written permission of Adani Mining Pty Ltd, is prohibited. may be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these are Last Modified :-Jun 15,2013 - 5:22PM to be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd. Date NGBR1551-C-DWG-D-021 B 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12
CL STANDARD GAUGE (CONTROL C)L GENERAL NOTES : HEAD WALL 6000 (FORMATION WIDTH) 1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE. RAIL LEVEL RAIL LEVEL FILL CONFORMING TO 2. CONCRETE GRADE SHALL BE AS FOLLOWS WING WALL CL OF CELL WING WALL A EARTH WORK NEAR PRECAST CONCRETE : S50. A STRUCTURES FORMATION LEVEL FORMATION LEVEL CAST-IN-SITU CONCRETE : S40. V : H V : H
WING WALL 3600
B B V : H V : H
ROAD LEVEL ROAD LEVEL
ELEVATION SCALE 1:50 SECTION CC SCALE 1:50 -
C C
CL OF ROAD
D WING WALL BASE SLAB WING WALL D V : H
3600 3600 L
E E
(CONTROL C) DRAINAGE 3600 L
C OF STANDARD GAUGE FILTER
WING WALL 6000 (FORMATION WIDTH)
CONCRETE APRON F F
ROAD LEVEL V : H
BLINDING CONCRETE
SLOPE V : H SECTION BB SCALE 1:25 -
CONCRETE APRON WELL COMPACTED EARTH G G
SECTION AA SCALE-1:25 - TYPICAL PLAN - SINGLE CELL ISSUED FOR CLIENT REVIEW SCALE 1:50 NOT FOR CONSTRUCTION
Rev Description By Verified Date Drawn Checked Drawing Title aarvee associates SYAM KARTHIK A 1 : 50 architects engineers consultants pvt.ltd. NORTH GALILEE BASIN RAIL PROJECT Ravula Residency, &Tel: +91-40-23737633 Designed Approved 1 : 25 Srinagar Colony Main Rd., Fax: +91-40-23736277 OCCUPATIONAL & STOCK CROSSINGS Hyderabad-500082, e-mail: [email protected] V RAMESH A N KESKAR H India web: www.aarvee.net H DISCLAIMER: TYPICAL BOX CULVERT (UNDERPASS) 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, COPYRIGHT accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data. The concepts, diagrams and information contained in this document are the sole Alignment design is based on information provided/available at the time of preparation of drawings. Reasonable SURSHUW\DQGFRS\ULJKWRI$GDQL0LQLQJ3W\/WG$Q\XVHFRS\LQJUHSURGXFWLRQRU B ISSUED FOR CLIENT REVIEW SYAM 15-06-13 assumptions have been made to prepare the drawings and are subject to further review on availability of complete disclosure of the document, whether directly or indirectly, or in whole or in part without RPEQ No. Client Drawing No. Consultant/Contractor Drawing No. Rev A ISSUED FOR INTERNAL REVIEW SYAM 10-06-13 information/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are or the prior written permission of Adani Mining Pty Ltd, is prohibited. may be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these are Last Modified :-Jun 15,2013 - 3:4PM to be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd. Date NGBR1551-C-DWG-D-031 B 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12
A A CL PROPOSED MAINLINE STANDARD GAUGE (CONTROL C)L
VARIES 6.00 VARIES FORMATION LEVEL
1 IN 40 FENCE FENCE
1 1 1.75 1.75
B GENERAL FILL B ACCESS ROAD
1% MIN. 1% MIN. LONGITUDINAL DRAIN LONGITUDINAL DRAIN 45.00 55.00 100.00 RAILWAY CORRIDOR &52666(&7,21)25(0%$1.0(17+(,*+7P SCALE 1:150
C C
D D
CL PROPOSED MAINLINE STANDARD GAUGE (CONTROL C)L
6.00 FORMATION LEVEL
1 IN 40
E E 7.00 7.00 1 1 MAX. MAX. 1.75 1.75
GENERAL FILL 3.00 3.00
3% 3% FENCE FENCE
1 1 1.75 1.75
F F ACCESS ROAD 1% MIN. 1% MIN. VARIES VARIES LONGITUDINAL DRAIN LONGITUDINAL DRAIN 45.00 55.00
100.00 RAILWAY CORRIDOR &52666(&7,21)25(0%$1.0(17+(,*+7!P P SCALE 1:150
G G
NOTE: 1. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. 2. CROSS SECTION IS DEVELOPED BASED ON CENTERLINE OF MAINLINE STANDARD GAUGE. ISSUED FOR CLIENT REVIEW NOT FOR CONSTRUCTION
Rev Description By Verified Date Drawn Checked Drawing Title aarvee associates SYAM KARTHIK A 1 : 150 architects engineers consultants pvt.ltd. Ravula Residency, &Tel: +91-40-23737633 Designed Approved Srinagar Colony Main Rd., Fax: +91-40-23736277 Hyderabad-500082, e-mail: [email protected] SANGEETHA A N KESKAR H India web: www.aarvee.net H DISCLAIMER: Aarvee Associates has endeavored to ensure accuracy of the drawing. Data sourced from LIDAR, DEM, Contours, Property Owners and other sources as provided by ADANI who make no warranties about the completeness, COPYRIGHT accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data. The concepts, diagrams and information contained in this document are the sole Alignment design is based on information provided/available at the time of preparation of drawings. Reasonable SURSHUW\DQGFRS\ULJKWRI$GDQL0LQLQJ3W\/WG$Q\XVHFRS\LQJUHSURGXFWLRQRU B ISSUED FOR CLIENT REVIEW SYAM 15-06-13 assumptions have been made to prepare the drawings and are subject to further review on availability of complete disclosure of the document, whether directly or indirectly, or in whole or in part without RPEQ No. Client Drawing No. Consultant/Contractor Drawing No. Rev A ISSUED FOR INTERNAL REVIEW SYAM 10-06-13 information/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are or the prior written permission of Adani Mining Pty Ltd, is prohibited. may be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these are Last Modified :-Jun 15,2013 - 3:23PM to be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd. Date 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12
A A FENCE FENCE
BUND VARIES VARIES
CL PROPOSED MAINLINE CATCH DRAIN STANDARD GAUGE (CONTROL C)L 1 1 7.00 7.00 MAX. MAX. 1 3.00 3.00 2.00 4.00 1 B RAIL B MAINTENANCE ACCESS ROAD
1 IN 40 1 IN 40 CAPPING LAYER LONGITUDINAL DRAIN
45.00 55.00
100.00 RAILWAY CORRIDOR CROSS SECTION FOR CUT (IN ROCK) HEIGHT ≤7m SCALE 1:150
C C FENCE FENCE
D BUND D
CATCH DRAIN
1 1 7.00 7.00 MAX. MAX. 1 1
3.00 3.00
VARIES 3% 3% VARIES CL PROPOSED MAINLINE STANDARD GAUGE E E (CONTROL C)L 1 1 7.00 7.00 MAX. MAX. 1 3.00 3.00 2.00 4.00 1 RAIL MAINTENANCE ACCESS ROAD
1 IN 40 1 IN 40 CAPPING LAYER LONGITUDINAL DRAIN
45.00 55.00
100.00 RAILWAY CORRIDOR F F CROSS SECTION FOR CUT (IN ROCK) HEIGHT >7 & ≤14m SCALE 1:150
G G
NOTE: 1. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. 2. CROSS SECTION IS DEVELOPED BASED ON CENTERLINE OF MAINLINE STANDARD GAUGE. ISSUED FOR CLIENT REVIEW NOT FOR CONSTRUCTION
Rev Description By Verified Date Drawn Checked Drawing Title aarvee associates SYAM KARTHIK A 1 : 150 architects engineers consultants pvt.ltd. NORTH GALILEE BASIN RAIL PROJECT Ravula Residency, &Tel: +91-40-23737633 Srinagar Colony Main Rd., Fax: +91-40-23736277 Designed Approved Hyderabad-500082, e-mail: [email protected] EARTHWORKS H India web: www.aarvee.net SANGEETHA A N KESKAR H DISCLAIMER: Aarvee Associates has endeavored to ensure accuracy of the drawing. Data sourced from LIDAR, DEM, Contours, TYPICAL CUT DETAILS (IN ROCK) Property Owners and other sources as provided by ADANI who make no warranties about the completeness, COPYRIGHT accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data. The concepts, diagrams and information contained in this document are the sole (SHEET 1 OF 1) Alignment design is based on information provided/available at the time of preparation of drawings. Reasonable property and copyright of Adani Mining Pty Ltd. Any use, copying, reproduction or B ISSUED FOR CLIENT REVIEW SYAM 15-06-13 assumptions have been made to prepare the drawings and are subject to further review on availability of complete disclosure of the document, whether directly or indirectly, or in whole or in part without RPEQ No. Client Drawing No. Consultant/Contractor Drawing No. Rev A ISSUED FOR INTERNAL REVIEW SYAM 10-06-13 information/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are or the prior written permission of Adani Mining Pty Ltd, is prohibited. may be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these are Last Modified :-Jun 15,2013 - 3:21PM to be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd. Date NGBR1551-C-DWG-E-203 B 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12
A A FENCE FENCE
BUND VARIES VARIES
CL PROPOSED MAINLINE B CATCH DRAIN STANDARD GAUGE B (CONTROL C)L 7.00 7.00 MAX. MAX. 1 1 2 3.00 3.00 2.00 4.00 2 RAIL MAINTENANCE ACCESS ROAD
1 IN 40 1 IN 40 CAPPING LAYER LONGITUDINAL DRAIN
45.00 55.00
100.00 RAILWAY CORRIDOR C C CROSS SECTION FOR CUT (IN SOIL) HEIGHT ≤7m SCALE 1:150
D D FENCE FENCE
BUND VARIES VARIES
CATCH DRAIN 7.00 7.00 MAX. 1 MAX. 1 2 2 E E 3.00 3.00
3% 3% CL PROPOSED MAINLINE STANDARD GAUGE (CONTROL C)L 7.00 7.00 MAX. MAX. 1 1 2 3.00 3.00 2.00 4.00 2 RAIL MAINTENANCE ACCESS ROAD
1 IN 40 1 IN 40 CAPPING LAYER LONGITUDINAL DRAIN F F VARIES VARIES
RAILWAY CORRIDOR
CROSS SECTION FOR CUT (IN SOIL) HEIGHT >7m & ≤14m SCALE 1:150
G G
NOTE: 1. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. 2. CROSS SECTION IS DEVELOPED BASED ON CENTERLINE OF MAINLINE STANDARD GAUGE. ISSUED FOR CLIENT REVIEW NOT FOR CONSTRUCTION
Rev Description By Verified Date Drawn Checked Drawing Title aarvee associates SYAM KARTHIK A 1 : 150 architects engineers consultants pvt.ltd. NORTH GALILEE BASIN RAIL PROJECT Ravula Residency, &Tel: +91-40-23737633 Srinagar Colony Main Rd., Fax: +91-40-23736277 Designed Approved Hyderabad-500082, e-mail: [email protected] EARTHWORKS H India web: www.aarvee.net SANGEETHA A N KESKAR H DISCLAIMER: Aarvee Associates has endeavored to ensure accuracy of the drawing. Data sourced from LIDAR, DEM, Contours, TYPICAL CUT DETAILS (IN SOIL) Property Owners and other sources as provided by ADANI who make no warranties about the completeness, COPYRIGHT accuracy, suitability or reliability. Drawings are produced for best possible accuracy based on available data. The concepts, diagrams and information contained in this document are the sole (SHEET 1 OF 1) Alignment design is based on information provided/available at the time of preparation of drawings. Reasonable property and copyright of Adani Mining Pty Ltd. Any use, copying, reproduction or B ISSUED FOR CLIENT REVIEW SYAM 15-06-13 assumptions have been made to prepare the drawings and are subject to further review on availability of complete disclosure of the document, whether directly or indirectly, or in whole or in part without RPEQ No. Client Drawing No. Consultant/Contractor Drawing No. Rev A ISSUED FOR INTERNAL REVIEW SYAM 10-06-13 information/data. However, AARVEE cannot accept any liability for any damages, losses, expenses which are or the prior written permission of Adani Mining Pty Ltd, is prohibited. may be incurred as a result of any discrepancies as may be found.In case any discrepancies are found, these are Last Modified :-Jun 15,2013 - 3:18PM to be reported to AARVEE, which in turn shall report them to Adani Mining Pty Ltd. Date NGBR1551-C-DWG-E-205 B 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12
A A
B B
C C
D D
E E
F F
G G
DRAWN Calibre Operations Pty. Ltd. Ground Floor, 545 Queen St NORTH GALILEE BASIN RAIL PROJECT DRAFTING CHECK Brisbane QLD 4000 Australia H ENG. APPROVED Tel: +61 (0)7 3001 6000 RAIL - CIVIL DRAINAGE METHODOLOGY H Fax: +61 (0)7 3001 6050 THIS DRAWING CONTAINS CONFIDENTIAL PROJECT MANAGER INFORMATION TO CALIBRE OPERATIONS PTY. LTD. & ITS AFFILIATED PARTIES. THE CLIENT HAS THE RIGHT TO USE THE RPEQ APPROVAL PROJECT No. REVISIONS INFORMATION CONTAINED IN THIS SIGNED: DRAWING PURSUANT TO CONTRACT Aarvee Associates Pty. Ltd. BETWEEN CLIENT AND CALIBRE C NAME: Suite 39, Level 22, 69 Ann St OPERATIONS PTY. LTD. DRG No. REV Brisbane QLD 4000 Tel: +61 (0)7 3112 5297 REV BY DATE DESCRIPTION CKD APP RPEQ No: Australia Fax: +61 (0)7 3112 5101 ORIGINAL SIZE A1 0 1 2 3 4 5 6 7 8 9 10 11 12