TAMU KALEWA Temple Mosque GPS Tree- T4, T3, T2,T1 Hand Pump Well Lamp Post Transformer Points Telephone Box OFC Pillar Mile Stone TRF Petrol Pump LP Well Church Overhead Water Tank HighTension Lines Low Tension Line Drain Line Bund Line Track Line Road Line Existing Carriageway Canal Line Retaining Wall Breast Wall Right of Way Railway Track North Symbol Electric Line Fence Line Proposed Centre Line Proposed Carriageway Edge Proposed Shoulder Proposed Toe Line Proposed Drain Proposed Culvert/Bridge/ HT Drain Bund Track Canal RT_Wall BR_Wall ROW EP Electric Pole LT PLAN R- Radius of Curve (m) c- Deviation Angle of Circular Curve (Degree) Lc- Length of Circular Curve (m) Ts- Tangent Length (m) Es- Apex Distance (m) LS- Length of Spiral Curve (m) s- Shift (m) - Deflection Angle (Degree) V- Design Speed (kmph) e- Superelevation (%) HIP- Horizontal Intersection Point TS- Point of change from Tangent to Spiral SC- Point of change from Spiral to Circular Curve PC- Point of Curvature PT- Point of Tangent SC- Point of change from Circular Curve to Spiral ST- Point of change from Spiral to Tangent LEGEND:- L-PROFILE G-Gradent % Lv - Length of Vertical Curve (m) L - Length of Grade (m) R - Radius (m) e - Superelevation (%) D - Straight Length of Horizontal Alignment (m) Lc - Length of Circuler Curve (m) VIP - Point of Vertical Intersection A3 MINISTRY OF EXTERNAL AFFAIRS NEW DELHI,INDIA PROJECT: CLIENT : Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches on Tamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO. Myanmar/TKK/P&P/ TITLE: 11 Plan & Profile for Bridge No. 11 (Ex.Str.No.18/1) At chainage : 27+290 MATCH EXISTING Proposed Road Level at Design Centreline Road/Ground Level Below Design Centreline
Transcript
TAMU KALEWA
Temple
Mosque
GPS
Tree- T4, T3, T2,T1
Hand Pump
Well
Lamp Post
Transformer Points
Telephone Box
OFC Pillar
Mile Stone
MILE
STONE
TRF
Petrol Pump
LP
Well
Church
Overhead Water Tank
HighTension Lines
Low Tension Line
Drain Line
Bund Line
Track Line
Road Line
Existing Carriageway
Canal Line
Retaining Wall
Breast Wall
Right of Way
Railway Track
North Symbol
Electric Line
Fence Line
Proposed Centre Line
Proposed Carriageway Edge
Proposed Shoulder
Proposed Toe Line
Proposed Drain
Proposed Culvert/Bridge/
HT
Drain
Bund
Track
Canal
RT_Wall
BR_Wall
ROW
EP
Electric Pole
LT
PLAN
R- Radius of Curve (m)
c- Deviation Angle of Circular Curve (Degree)
Lc- Length of Circular Curve (m)
Ts- Tangent Length (m)
Es- Apex Distance (m)
LS- Length of Spiral Curve (m)
s- Shift (m)
- Deflection Angle (Degree)
V- Design Speed (kmph)
e- Superelevation (%)
HIP- Horizontal Intersection Point
TS- Point of change from Tangent to Spiral
SC- Point of change from Spiral to Circular Curve
PC- Point of Curvature
PT- Point of Tangent
SC- Point of change from Circular Curve to Spiral
ST- Point of change from Spiral to Tangent
LEGEND:-
L-PROFILE
G-Gradent %
Lv - Length of Vertical Curve (m)
L - Length of Grade (m)
R - Radius (m)
e - Superelevation (%)
D - Straight Length of
Horizontal Alignment (m)
Lc - Length of Circuler Curve (m)
VIP - Point of Vertical Intersection
A3
MINISTRY OF EXTERNAL AFFAIRSNEW DELHI,INDIA
PROJECT:CLIENT :
Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches onTamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO.
Myanmar/TKK/P&P/
TITLE:
11
Plan & Profile for Bridge No. 11(Ex.Str.No.18/1) At chainage : 27+290
MA
TCH
EXI
STIN
G
Proposed Road Level at Design CentrelineRoad/Ground Level Below Design Centreline
TAMU KALEWA
Temple
Mosque
GPS
Tree- T4, T3, T2,T1
Hand Pump
Well
Lamp Post
Transformer Points
Telephone Box
OFC Pillar
Mile Stone
MILE
STONE
TRF
Petrol Pump
LP
Well
Church
Overhead Water Tank
HighTension Lines
Low Tension Line
Drain Line
Bund Line
Track Line
Road Line
Existing Carriageway
Canal Line
Retaining Wall
Breast Wall
Right of Way
Railway Track
North Symbol
Electric Line
Fence Line
Proposed Centre Line
Proposed Carriageway Edge
Proposed Shoulder
Proposed Toe Line
Proposed Drain
Proposed Culvert/Bridge/
HT
Drain
Bund
Track
Canal
RT_Wall
BR_Wall
ROW
EP
Electric Pole
LT
PLAN
R- Radius of Curve (m)
c- Deviation Angle of Circular Curve (Degree)
Lc- Length of Circular Curve (m)
Ts- Tangent Length (m)
Es- Apex Distance (m)
LS- Length of Spiral Curve (m)
s- Shift (m)
- Deflection Angle (Degree)
V- Design Speed (kmph)
e- Superelevation (%)
HIP- Horizontal Intersection Point
TS- Point of change from Tangent to Spiral
SC- Point of change from Spiral to Circular Curve
PC- Point of Curvature
PT- Point of Tangent
SC- Point of change from Circular Curve to Spiral
ST- Point of change from Spiral to Tangent
LEGEND:-
L-PROFILE
G-Gradent %
Lv - Length of Vertical Curve (m)
L - Length of Grade (m)
R - Radius (m)
e - Superelevation (%)
D - Straight Length of
Horizontal Alignment (m)
Lc - Length of Circuler Curve (m)
VIP - Point of Vertical Intersection
A3
MINISTRY OF EXTERNAL AFFAIRSNEW DELHI,INDIA
PROJECT:CLIENT :
Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches onTamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO.
Myanmar/TKK/P&P/
TITLE:
12
Plan & Profile for Bridge No. 12(Ex.Str.No.18/2) At chainage : 27+725
Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches onTamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO.
Myanmar/TKK/P&P/
TITLE:
13
Plan & Profile for Bridge No. 13(Ex.Str.No.20/2) At chainage : 31+040
MA
TCH
EXI
STIN
G
MA
TCH
EXI
STIN
G
Proposed Road Level at Design CentrelineRoad/Ground Level Below Design Centreline
TAMU KALEWA
Temple
Mosque
GPS
Tree- T4, T3, T2,T1
Hand Pump
Well
Lamp Post
Transformer Points
Telephone Box
OFC Pillar
Mile Stone
MILE
STONE
TRF
Petrol Pump
LP
Well
Church
Overhead Water Tank
HighTension Lines
Low Tension Line
Drain Line
Bund Line
Track Line
Road Line
Existing Carriageway
Canal Line
Retaining Wall
Breast Wall
Right of Way
Railway Track
North Symbol
Electric Line
Fence Line
Proposed Centre Line
Proposed Carriageway Edge
Proposed Shoulder
Proposed Toe Line
Proposed Drain
Proposed Culvert/Bridge/
HT
Drain
Bund
Track
Canal
RT_Wall
BR_Wall
ROW
EP
Electric Pole
LT
PLAN
R- Radius of Curve (m)
c- Deviation Angle of Circular Curve (Degree)
Lc- Length of Circular Curve (m)
Ts- Tangent Length (m)
Es- Apex Distance (m)
LS- Length of Spiral Curve (m)
s- Shift (m)
- Deflection Angle (Degree)
V- Design Speed (kmph)
e- Superelevation (%)
HIP- Horizontal Intersection Point
TS- Point of change from Tangent to Spiral
SC- Point of change from Spiral to Circular Curve
PC- Point of Curvature
PT- Point of Tangent
SC- Point of change from Circular Curve to Spiral
ST- Point of change from Spiral to Tangent
LEGEND:-
L-PROFILE
G-Gradent %
Lv - Length of Vertical Curve (m)
L - Length of Grade (m)
R - Radius (m)
e - Superelevation (%)
D - Straight Length of
Horizontal Alignment (m)
Lc - Length of Circuler Curve (m)
VIP - Point of Vertical Intersection
A3
MINISTRY OF EXTERNAL AFFAIRSNEW DELHI,INDIA
PROJECT:CLIENT :
Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches onTamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO.
Myanmar/TKK/P&P/
TITLE:
14
Plan & Profile for Bridge No. 14(Ex.Str.No.22/1) At chainage : 34+620
MA
TCH
EXI
STIN
G
MA
TCH
EXI
STIN
G
Proposed Road Level at Design CentrelineRoad/Ground Level Below Design Centreline
TAMU KALEWA
Temple
Mosque
GPS
Tree- T4, T3, T2,T1
Hand Pump
Well
Lamp Post
Transformer Points
Telephone Box
OFC Pillar
Mile Stone
MILE
STONE
TRF
Petrol Pump
LP
Well
Church
Overhead Water Tank
HighTension Lines
Low Tension Line
Drain Line
Bund Line
Track Line
Road Line
Existing Carriageway
Canal Line
Retaining Wall
Breast Wall
Right of Way
Railway Track
North Symbol
Electric Line
Fence Line
Proposed Centre Line
Proposed Carriageway Edge
Proposed Shoulder
Proposed Toe Line
Proposed Drain
Proposed Culvert/Bridge/
HT
Drain
Bund
Track
Canal
RT_Wall
BR_Wall
ROW
EP
Electric Pole
LT
PLAN
R- Radius of Curve (m)
c- Deviation Angle of Circular Curve (Degree)
Lc- Length of Circular Curve (m)
Ts- Tangent Length (m)
Es- Apex Distance (m)
LS- Length of Spiral Curve (m)
s- Shift (m)
- Deflection Angle (Degree)
V- Design Speed (kmph)
e- Superelevation (%)
HIP- Horizontal Intersection Point
TS- Point of change from Tangent to Spiral
SC- Point of change from Spiral to Circular Curve
PC- Point of Curvature
PT- Point of Tangent
SC- Point of change from Circular Curve to Spiral
ST- Point of change from Spiral to Tangent
LEGEND:-
L-PROFILE
G-Gradent %
Lv - Length of Vertical Curve (m)
L - Length of Grade (m)
R - Radius (m)
e - Superelevation (%)
D - Straight Length of
Horizontal Alignment (m)
Lc - Length of Circuler Curve (m)
VIP - Point of Vertical Intersection
A3
MINISTRY OF EXTERNAL AFFAIRSNEW DELHI,INDIA
PROJECT:CLIENT :
Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches onTamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO.
Myanmar/TKK/P&P/
TITLE:
15
Plan & Profile for Bridge No. 15(Ex.Str.No.24/1) At chainage : 36+930
TAMU KALEWA
Temple
Mosque
GPS
Tree- T4, T3, T2,T1
Hand Pump
Well
Lamp Post
Transformer Points
Telephone Box
OFC Pillar
Mile Stone
MILE
STONE
TRF
Petrol Pump
LP
Well
Church
Overhead Water Tank
HighTension Lines
Low Tension Line
Drain Line
Bund Line
Track Line
Road Line
Existing Carriageway
Canal Line
Retaining Wall
Breast Wall
Right of Way
Railway Track
North Symbol
Electric Line
Fence Line
Proposed Centre Line
Proposed Carriageway Edge
Proposed Shoulder
Proposed Toe Line
Proposed Drain
Proposed Culvert/Bridge/
HT
Drain
Bund
Track
Canal
RT_Wall
BR_Wall
ROW
EP
Electric Pole
LT
PLAN
R- Radius of Curve (m)
c- Deviation Angle of Circular Curve (Degree)
Lc- Length of Circular Curve (m)
Ts- Tangent Length (m)
Es- Apex Distance (m)
LS- Length of Spiral Curve (m)
s- Shift (m)
- Deflection Angle (Degree)
V- Design Speed (kmph)
e- Superelevation (%)
HIP- Horizontal Intersection Point
TS- Point of change from Tangent to Spiral
SC- Point of change from Spiral to Circular Curve
PC- Point of Curvature
PT- Point of Tangent
SC- Point of change from Circular Curve to Spiral
ST- Point of change from Spiral to Tangent
LEGEND:-
L-PROFILE
G-Gradent %
Lv - Length of Vertical Curve (m)
L - Length of Grade (m)
R - Radius (m)
e - Superelevation (%)
D - Straight Length of
Horizontal Alignment (m)
Lc - Length of Circuler Curve (m)
VIP - Point of Vertical Intersection
A3
MINISTRY OF EXTERNAL AFFAIRSNEW DELHI,INDIA
PROJECT:CLIENT :
Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches onTamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO.
Myanmar/TKK/P&P/
TITLE:
15A
Plan & Profile for Bridge No. 15(Ex.Str.No.24/1) At chainage :36+930
MA
TCH
EXI
STIN
G
MA
TCH
EXI
STIN
G
TAMU KALEWA
Temple
Mosque
GPS
Tree- T4, T3, T2,T1
Hand Pump
Well
Lamp Post
Transformer Points
Telephone Box
OFC Pillar
Mile Stone
MILE
STONE
TRF
Petrol Pump
LP
Well
Church
Overhead Water Tank
HighTension Lines
Low Tension Line
Drain Line
Bund Line
Track Line
Road Line
Existing Carriageway
Canal Line
Retaining Wall
Breast Wall
Right of Way
Railway Track
North Symbol
Electric Line
Fence Line
Proposed Centre Line
Proposed Carriageway Edge
Proposed Shoulder
Proposed Toe Line
Proposed Drain
Proposed Culvert/Bridge/
HT
Drain
Bund
Track
Canal
RT_Wall
BR_Wall
ROW
EP
Electric Pole
LT
PLAN
R- Radius of Curve (m)
c- Deviation Angle of Circular Curve (Degree)
Lc- Length of Circular Curve (m)
Ts- Tangent Length (m)
Es- Apex Distance (m)
LS- Length of Spiral Curve (m)
s- Shift (m)
- Deflection Angle (Degree)
V- Design Speed (kmph)
e- Superelevation (%)
HIP- Horizontal Intersection Point
TS- Point of change from Tangent to Spiral
SC- Point of change from Spiral to Circular Curve
PC- Point of Curvature
PT- Point of Tangent
SC- Point of change from Circular Curve to Spiral
ST- Point of change from Spiral to Tangent
LEGEND:-
L-PROFILE
G-Gradent %
Lv - Length of Vertical Curve (m)
L - Length of Grade (m)
R - Radius (m)
e - Superelevation (%)
D - Straight Length of
Horizontal Alignment (m)
Lc - Length of Circuler Curve (m)
VIP - Point of Vertical Intersection
A3
MINISTRY OF EXTERNAL AFFAIRSNEW DELHI,INDIA
PROJECT:CLIENT :
Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches onTamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO.
Myanmar/TKK/P&P/
TITLE:
16
Plan & Profile for Bridge No. 16(Ex.Str.No.27/1) At chainage : 42+075
Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches onTamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO.
Myanmar/TKK/P&P/
TITLE:
17
Plan & Profile for Bridge No. 17(Ex.Str.No.28/1) At chainage : 43+630
TAMU KALEWA
Temple
Mosque
GPS
Tree- T4, T3, T2,T1
Hand Pump
Well
Lamp Post
Transformer Points
Telephone Box
OFC Pillar
Mile Stone
MILE
STONE
TRF
Petrol Pump
LP
Well
Church
Overhead Water Tank
HighTension Lines
Low Tension Line
Drain Line
Bund Line
Track Line
Road Line
Existing Carriageway
Canal Line
Retaining Wall
Breast Wall
Right of Way
Railway Track
North Symbol
Electric Line
Fence Line
Proposed Centre Line
Proposed Carriageway Edge
Proposed Shoulder
Proposed Toe Line
Proposed Drain
Proposed Culvert/Bridge/
HT
Drain
Bund
Track
Canal
RT_Wall
BR_Wall
ROW
EP
Electric Pole
LT
PLAN
R- Radius of Curve (m)
c- Deviation Angle of Circular Curve (Degree)
Lc- Length of Circular Curve (m)
Ts- Tangent Length (m)
Es- Apex Distance (m)
LS- Length of Spiral Curve (m)
s- Shift (m)
- Deflection Angle (Degree)
V- Design Speed (kmph)
e- Superelevation (%)
HIP- Horizontal Intersection Point
TS- Point of change from Tangent to Spiral
SC- Point of change from Spiral to Circular Curve
PC- Point of Curvature
PT- Point of Tangent
SC- Point of change from Circular Curve to Spiral
ST- Point of change from Spiral to Tangent
LEGEND:-
L-PROFILE
G-Gradent %
Lv - Length of Vertical Curve (m)
L - Length of Grade (m)
R - Radius (m)
e - Superelevation (%)
D - Straight Length of
Horizontal Alignment (m)
Lc - Length of Circuler Curve (m)
VIP - Point of Vertical Intersection
A3
MINISTRY OF EXTERNAL AFFAIRSNEW DELHI,INDIA
PROJECT:CLIENT :
Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches onTamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO.
Myanmar/TKK/P&P/
TITLE:
17A
Plan & Profile for Bridge No. 17(Ex.Str.No.28/1) At chainage : 43+630
Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches onTamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO.
Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches onTamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO.
Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches onTamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO.
Myanmar/TKK/P&P/
TITLE: Plan & Profile for Bridge no 20
(Ex.Str.No.34/1) At chainage : 53+850
20
TAMU KALEWA
Temple
Mosque
GPS
Tree- T4, T3, T2,T1
Hand Pump
Well
Lamp Post
Transformer Points
Telephone Box
OFC Pillar
Mile Stone
MILE
STONE
TRF
Petrol Pump
LP
Well
Church
Overhead Water Tank
HighTension Lines
Low Tension Line
Drain Line
Bund Line
Track Line
Road Line
Existing Carriageway
Canal Line
Retaining Wall
Breast Wall
Right of Way
Railway Track
North Symbol
Electric Line
Fence Line
Proposed Centre Line
Proposed Carriageway Edge
Proposed Shoulder
Proposed Toe Line
Proposed Drain
Proposed Culvert/Bridge/
HT
Drain
Bund
Track
Canal
RT_Wall
BR_Wall
ROW
EP
Electric Pole
LT
PLAN
R- Radius of Curve (m)
c- Deviation Angle of Circular Curve (Degree)
Lc- Length of Circular Curve (m)
Ts- Tangent Length (m)
Es- Apex Distance (m)
LS- Length of Spiral Curve (m)
s- Shift (m)
- Deflection Angle (Degree)
V- Design Speed (kmph)
e- Superelevation (%)
HIP- Horizontal Intersection Point
TS- Point of change from Tangent to Spiral
SC- Point of change from Spiral to Circular Curve
PC- Point of Curvature
PT- Point of Tangent
SC- Point of change from Circular Curve to Spiral
ST- Point of change from Spiral to Tangent
LEGEND:-
L-PROFILE
G-Gradent %
Lv - Length of Vertical Curve (m)
L - Length of Grade (m)
R - Radius (m)
e - Superelevation (%)
D - Straight Length of
Horizontal Alignment (m)
Lc - Length of Circuler Curve (m)
VIP - Point of Vertical Intersection
A3
MINISTRY OF EXTERNAL AFFAIRSNEW DELHI,INDIA
PROJECT:CLIENT :
Consultancy Services For Preparation of Feasibility Report For Construction of Bridges including Approaches onTamu- Kyigone-Kalewa Road Section From Km 0.000 to Km 149.700 in Myanmar. DRAWING NO.
