1000 DIA HUME PIPE

B

SECTION AT 'AA'

SCALE 1 : 75

1230

400

400

150

400

400

150

2300

1500

6430

2300

PILLAR FOR INSCRIBING STRUCTURE NUMBER IN BRICK

MASONRY IN C.M. 1:3 OR COURSED RUBBLE MASONRY

IN C.M. 1:3 OR P.C.C. (M-15)

B

PLAN

SCALE 1 : 75

C/L OF ROAD

A

SLOPE 2 : 1

SLOPE 2 : 1

SLOPE 2 : 1

U/S

1000

10000 ROADWAY

5500 CARRIAGEWAY

2250

HARD

SHOULDER

2250

HARD

SHOULDER

2300

6430

2300

A

D/S

3000

300MM THICK DRY STONE/

BRICK REVETMENT OVER

FILTER GRANULAR MATERIAL

BACKING 150MM THICK

INVERT LEVEL ---------- Mtr.

S

L

O

P

E

2

:

1

300

300 THICK DRY STONE/

BRICK PITCHING APRON

3000

650

SLOPE = 1:1000

COMPACTED GRANULAR MATERIAL

'A'

S

L

O

P

E

2

:

1

300

300 THICK DRY STONE/

BRICK PITCHING APRON

1500

650

10001230

10000 ROADWAY1950

TOTAL LENGTH

1950

ROAD TOP

LEVEL ------- Mtr.

SLOPE 2.0%

C/L OF ROAD

5500 CARRIAGEWAY

2250

HARD

SHOULDER

400

500

500

400

500

500

U/SD/S

SLOPE 2.0%

2250

HARD

SHOULDER

U/S

2300

2300

200

200

150MM THICK PCC (M-15)

DETAIL OF 'A'

SCALE - 1 : 30

150MM THICK PCC (M-15)

DETAIL OF 'A'

SCALE - 1 : 30

HEAD WALL PCC M-15

L L

1630

160

115

260

1000

115

115

1230

1000

HEIGHT OF

FILL

IS CLASS NP4 PIPE

INVERT LEVEL

-------- Mtr.

SECTION AT 'BB'

SCALE - 1 : 30

COMPECTED GRANULAR

MATERIAL

VARIABLE

1 X 1000 MM DIA HPC

1000 1230

650

150

400

1250

150MM THICK PCC (M-15)

1400

DETAIL OF 'A'

SCALE - 1 : 30

HEAD WALL PCC M-15

SECTION AT 'AA'

SCALE 1 : 75

INVERT LEVEL ---------- Mtr.

S

L

O

P

E

2

:

1

300

300 THICK DRY STONE/

BRICK PITCHING APRON

3000

650

SLOPE = 1:1000

COMPACTED GRANULAR MATERIAL

'A'

S

L

O

P

E

2

:

1

300

300 THICK DRY STONE/

BRICK PITCHING APRON

1500

650

10001230

1100

10000 ROADWAY1950

TOTAL LENGTH

1950

ROAD TOP

LEVEL ------- Mtr.

SLOPE 2.0%

C/L OF ROAD

5500 CARRIAGEWAY

2250

HARD

SHOULDER

400

500

500

400

500

500

U/SD/S

SLOPE 2.0%

2250

HARD

SHOULDER

1000 DIA HUME PIPE

B

1230

400

400

150

400

400

150

PILLAR FOR INSCRIBING STRUCTURE NUMBER IN BRICK

MASONRY IN C.M. 1:3 OR COURSED RUBBLE MASONRY

IN C.M. 1:3 OR P.C.C. (M-15)

B

PLAN

SCALE 1 : 75

C/L OF ROAD

SLOPE 2 : 1

SLOPE 2 : 1

SLOPE 2 : 1

SLOPE 2 : 1

1000

10000 ROADWAY

5500 CARRIAGEWAY

2250

HARD

SHOULDER

2250

HARD

SHOULDER

1000 DIA HUME PIPE

1000 1230

500

2300

3000

300MM THICK DRY STONE/

BRICK REVETMENT OVER

FILTER GRANULAR MATERIAL

BACKING 150MM THICK

8160

2300

2300

1500

8160

2300

A A

U/S D/S

1500

2300

U/S

2300

2300

200

200

LL

3360

160

115

260

1000

115

115

600

1230

1000

HE

IG

HT

O

F

FILL

IS

C

LA

SS

N

P4 P

IP

E

SE

CT

IO

N A

T 'B

B'

SC

ALE

- 1 : 30

1230

1000

500

500

CO

MP

EC

TE

D G

RA

NU

LA

R

MA

TE

RIA

L

IN

VE

RT

LE

VE

L

------------- M

tr.

1000 1230

650

150

400

1250

150MM THICK PCC (M-15)

1400

DETAIL OF 'A'

SCALE - 1 : 30

HEAD WALL PCC M-20

2 X 1000 MM DIA HPC

INVERT LEVEL ---------Mtr.

S

L

O

P

E

2

:

1

300

300 THICK DRY STONE/

BRICK PITCHING APRON

3000

650

SLOPE = 1:1000

COMPACTED GRANULAR MATERIAL

'A'

S

L

O

P

E

2

:

1

300

300 THICK DRY STONE/

BRICK PITCHING APRON

1500

650

SECTION AT 'AA'

SCALE 1 : 75

10001230

10000 ROADWAY

TOTAL LENGTH

SLOPE 2.0%

C/L OF ROAD

5500 CARRIAGEWAY

2250

HARD

SHOULDER

400

500

500

400

500

500

S

L

O

P

E

2

:

1

U/SD/S

SLOPE 2.0%

S

L

O

P

E

2

:

1

2250

HARD

SHOULDER

1000 DIA HUME PIPE

B

1230

400

400

150

400

400

150

2300

3000

300MM THICK DRY STONE/

BRICK REVETMENT OVER

FILTER GRANULAR MATERIAL

BACKING 150MM THICK

9890

2300

2300

1500

9890

2300

PILLAR FOR INSCRIBING STRUCTURE NUMBER IN BRICK

MASONRY IN C.M. 1:3 OR COURSED RUBBLE MASONRY

IN C.M. 1:3 OR P.C.C. (M-15)

B

PLAN

SCALE 1 : 75

C/L OF ROAD

A A

SLOPE 2 : 1

SLOPE 2 : 1

SLOPE 2 : 1

SLOPE 2 : 1

U/S D/S

1000

10000 ROADWAY

5500 CARRIAGEWAY

2250

HARD

SHOULDER

2250

HARD

SHOULDER

1000 DIA HUME PIPE

12301000

1000 DIA HUME PIPE

12301000

500

500

2300

2300

200

200

L

L

5090

160

115

260

1000

115

115

600

1230

1000

HE

IG

HT

O

F

FILL

IS

C

LA

SS

N

P4 P

IP

E

IN

VE

RT

LE

VE

L

------------- M

tr.

RO

AD

T

OP

LE

VE

L ---------- M

tr.

SE

CT

IO

N A

T 'B

B'

SC

ALE

- 1 : 30

1230

1000

1230

1000

500

500

CO

MP

EC

TE

D G

RA

NU

LA

R M

AT

ER

IA

L

3 X 1000 MM DIA HPC

1000 1230

650

150

400

1250

150MM THICK PCC (M-15)

1400

DETAIL OF 'A'

SCALE - 1 : 30

HEAD WALL PCC M-20

600 RCC SLAB M-25

75 MM

WEARING COAT RCC M-30

6400 OVER ALL SPAN 6400 OVER ALL SPAN

6000 EFFECTIVE SPAN 6000 EFFECTIVE SPAN

12800 TOTAL LENGTH OF BRIDGE

APPROACH SLAB RCC M-30

3500

200 TOE WALL

600 FILTER MEDIA

75

75

20 EXP. JOINT

HALF SECTION - HALF ELEVATION

C/L OF BRIDGE

80 LEVELLING

COURSE (M-15)

300

300 DIRT WALL

150 LEVELLING

COURSE (M-15)

1

1

20 EXP. JOINT

20 EXP. JOINT

BACKFILL

STONE

PITCHING

1

.

5

:

1

S

L

O

P

E

150 LEVELLING

COURSE (M-15)

4265 RETURN

LENGTH

500

300

TAR PAPER

BEARING

A1

A2

PIER - P1

1900

300

500

1900

20 EXP. JOINT

3310

3000

B

PLAN

B

6400 OVER ALL SPAN 6400 OVER ALL SPAN

6000 EFFECTIVE SPAN 6000 EFFECTIVE SPAN

12800 TOTAL LENGTH OF BRIDGE

1.5:1 SLOPE

2:1 S

LO

PE

500 CRASH BARRIER

500 CRASH BARRIER

35

00

AP

PR

OA

CH

S

LA

B

RC

C M

-3

0

℄ OF BRIDGE

C/L OF MEDIAN

42

65

500

FOUNDATION LEVEL 429.835 Mtr.

270

1900

1600

6310

T

O

E

W

A

L

L

84

00

O

VE

R A

LL

W

ID

TH

74

00

C

AR

RIA

GE

WA

Y W

ID

TH

1900

300500

1900

4600

PIER - P1

4900150 LEVELLINGCOURSE (M-15)

150

75 MM

20 EXP. JOINTWEARING COAT RCC M-30

600 RCC SLAB M-25600 RCC SLAB M-25

3500APPROACH SLAB RCC M-30

20 EXP. JOINT

80 LEVELLINGCOURSE (M-15)

30020 EXP. JOINT

TAR PAPER BEARING300 DIRT WALL

100 WEEP HOLE

600 RCC SLAB M-25

75 MMWEARING COAT RCC M-30

75

75

250

200

180120120

3310

800

600 RCC SLAB M-25

C/L OF MEDIAN

8400 OVER ALL WIDTH

7400 CARRIAGEWAY WIDTH

CRASH BARRIER CRASH BARRIER2.5 SLOPE2.5 SLOPE

SECTION 'B-B'

150 LEVELLING

COURSE (M-15)

500

2200

200 TOE WALL

STONE

PITCHING

200 TOE WALL

300

S

L

O

P

E

2

:

1

6010

COAT RCC M-30

75 MM WEARING

3310

STONE

PITCHING

3000

200

R.L. 436.095 Mtr.

100 WEEP HOLE

20

1

3310

4000

3260

3000

100

C/L OF MEDIAN

8443

500300

100100

700

150 LEVELLINGCOURSE (M-15) ABUTMENT - A1

4703

1900 1600

5003

20

1

303

100 100

RETURN WALL

500300

44704770

150 LEVELLINGCOURSE (M-15)

1900

270

1600500

100

1.5:1 SLOPE

2:1 S

LO

PE

500

S

L

O

P

E

2

:

1

T

O

E

W

A

L

L

8443

270

1900

1600

100

100

1.5:1 SLOPE

2:1 S

LO

PE

35

00

AP

PR

OA

CH

S

LA

B

RC

C M

-3

0

42

65

500

270

1900

1600

T

O

E

W

A

L

L

100

8443

100

1.5:1 SLOPE

2:1 S

LO

PE

500

T

O

E

W

A

L

L

8443

270

1900

1600

100

100

DETAIL OF CRASH BARRIER

500CRASH BARRIER

R 50

50

R 250

150

250

50

225

500

175

50

1000

300M-20

300300

300

200 GROUND LEVEL

SLOPE 2 : 1

TOE WALL

6 X 2 SPAN SLAB ch 27795

DETAIL OF CRASH BARRIERSCALE 1 : 30

500CRASH BARRIER

R 50

50

R 250

150

250

50

225

500

175

50

1000

300M-20

300300

300

200 GROUND LEVEL

SLOPE 2 : 1

TOE WALLSCALE 1 : 30

HALF SECTION - HALF ELEVATION

SCALE - 1 : 125

1900

300500

1900

4600

PIER - P1

4900150 LEVELLINGCOURSE (M-15)

SCALE 1 : 75

150

75 MM

FOUNDATION LEVEL 428.835 Mtr.

20 EXP. JOINTWEARING COAT RCC M-30

600 RCC SLAB M-25600 RCC SLAB M-25

3500APPROACH SLAB RCC M-30

20 EXP. JOINT

80 LEVELLINGCOURSE (M-15)

300

20 EXP. JOINT

TAR PAPER BEARING300 DIRT WALL

100 WEEP HOLE

600 RCC SLAB M-25

75 MMWEARING COAT RCC M-30

75

75

250

200

180120120

3310

800

600 RCC SLAB M-25

C/L OF MEDIAN

8400 OVER ALL WIDTH

7400 CARRIAGEWAY WIDTH

CRASH BARRIER CRASH BARRIER2.5 SLOPE2.5 SLOPE

FOUNDATION LEVEL 429.835 Mtr.

SECTION 'B-B'

SCALE - 1 : 125

150 LEVELLING

COURSE (M-15)

500

2200

200 TOE WALL

STONE

PITCHING

200 TOE WALL

300

S

L

O

P

E

2

:

1

6010

COAT RCC M-30

75 MM WEARING

3310

STONE

PITCHING

3000

200

R.L. 436.095 Mtr.

100 WEEP HOLE

GROUND LEVEL 432.835 Mtr.

20

1

3310

4000

3260

3000

500300

100100

700

150 LEVELLINGCOURSE (M-15) ABUTMENT - A1

SCALE 1 : 75

4703

1900 1600

5003

20

1

303

100 100

RETURN WALL

FOUNDATION LEVEL 429.835 Mtr.500300

44704770

150 LEVELLINGCOURSE (M-15)

1900

270

1600

SCALE 1 : 75

500

S

L

O

P

E

2

:

1

600 RCC SLAB M-25

75 MM

WEARING COAT RCC M-30

6400 OVER ALL SPAN 6400 OVER ALL SPAN

6000 EFFECTIVE SPAN 6000 EFFECTIVE SPAN

APPROACH SLAB RCC M-30

3500

200 TOE WALL

600 FILTER MEDIA

75

75

20 EXP. JOINT

80 LEVELLING

COURSE (M-15)

300

300 DIRT WALL

150 LEVELLING

COURSE (M-15)

1

1

20 EXP. JOINT

20 EXP. JOINT

BACKFILL

STONE

PITCHING

1

.

5

:

1

S

L

O

P

E

150 LEVELLING

COURSE (M-15)

4265 RETURN

LENGTH

500

300

TAR PAPER

BEARING

A1

A2

PIER - P1

1900

300

500

1900

20 EXP. JOINT

3310

3000

6310

PIER - P1

1900

300

500

1900

6370

1.5:1 SLOPE

2:1

S

LO

PE

3500

AP

PR

OA

CH

S

LA

B

RC

C M

-30

C/L OF MEDIAN

4265

500

270

1900

1600

T

O

E

W

A

L

L

100

8443

100

1.5:1 SLOPE

2:1

S

LO

PE

500

T

O

E

W

A

L

L

8443

270

1900

1600

100

100

B

B

6400 OVER ALL SPAN

6000 EFFECTIVE SPAN

500 CRASH BARRIER

500 CRASH BARRIER

8400 O

VE

R A

LL W

ID

TH

7400 C

AR

RIA

GE

WA

Y W

ID

TH

C/L OF MEDIAN

1.5:1 SLOPE

2:1

S

LO

PE

3500

AP

PR

OA

CH

S

LA

B

RC

C M

-30

4265

500

270

1900

1600

T

O

E

W

A

L

L

100

8443

100

1.5:1 SLOPE

2:1

S

LO

PE

500

T

O

E

W

A

L

L

8443

270

1900

1600

100

100

6 X 3 SPAN SLAB