TAMU KALEWA - Ministry of External Affairs...TAMU KALEWA Temple Mosque GPS Tree- T4, T3, T2,T1 Hand...

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