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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:Plan & Profile for Bridge no 21
(Ex.Str.No.34/2) At chainage : 54+150
21
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:Plan & Profile for Bridge no 21
(Ex.Str.No.34/2) At chainage : 54+150
21AM
ATCH
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: Plan & Profile for Bridge no 22
(Ex.Str.No.35/1)At chainage : 55+560
22
Proposed Road Level at Design CentrelineExisting Road/Ground Level below Design Centreline
MAT
CH E
XIST
ING
MAT
CH E
XIST
ING
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: Plan & Profile for Bridge No. 23
(Ex.Str.No.38/1) At chainage : 60+075
23
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:Plan & Profile for Bridge No. 23
(Ex.Str.No.38/1) At chainage : 60+075
23A
Proposed Road Level at Design CentrelineExisting Road/Ground Level below Design Centreline
MAT
CH E
XIST
ING
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: Plan & Profile for Bridge no 24
(Ex.Str.No.38/2) At chainage : 60+275
24
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:Plan & Profile for Bridge no 24
(Ex.Str.No.38/2) At chainage : 60+275
24A
Proposed Road Level at Design CentrelineExisting Road/Ground Level below Design Centreline
MAT
CH E
XIST
ING
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:
25
MAT
CH E
XIST
ING
Plan&Profile for Bridge no 25(Ex.Str.No.41/1) At chainage : 64+135
Proposed Road Level at Design CentrelineExisting Road/Ground Level below Design Centreline
MAT
CH E
XIST
ING
MAT
CH E
XIST
ING
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:Plan & Profile for Bridge no 26
(Ex.Str.No.42/1) At chainage : 66+405
26
MAT
CH E
XIST
ING
MAT
CH E
XIST
ING
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: Plan & Profile for Bridge no 27
(Ex.Str.No.44/1) At chainage : 68+995
27
Proposed Road Level at Design CentrelineExisting Road/Ground Level below Design Centreline
MAT
CH E
XIST
ING
MAT
CH E
XIST
ING
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: Plan & Profile for Bridge no 28
(Ex.Str.No.46/1) At chainage : 72+200
28
Proposed Road Level at Design CentrelineExisting Road/Ground Level below Design Centreline
MAT
CH E
XIST
ING
MAT
CH E
XIST
ING
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: Plan & Profile for Bridge no 29
(Ex.Str.No.47/3) At chainage : 74+905
29
MAT
CH E
XIST
ING
Proposed Road Level at Design CentrelineExisting Road/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: Plan & Profile for Bridge no 30
(Ex.Str.No.48/1) At chainage : 75+325
30M
ATCH
EXI
STIN
G
Proposed Road Level at Design CentrelineExisting Road/Ground Level below Design Centreline
