material table · total width of bridge 4504000 u/s appron ......

$: MATERIAL TABLE · total width of bridge 4504000 u/s appron ... \01_projects\2017\au-61\04_gad\package ... 1 span of 4m 25 mm expansion joint$
GENERAL NOTES:-

MATERIAL TABLE

SR NO ITEM DESCRIPTION

300

DIMENSION DETAILS R.C.C. WALL

500

500

FILTER MEDIA

600 mm THK.

R. L.402.325

RUBBLE SOALING/

SELECTED MURUM

P.C.C. M-15

700

2700

3000

3300

R.T.L. R.L.406.875

A

U/S

A

D/S

TOE WALL

PLAN

TO JEJURI

50

00

B

PRESSURE

RELIEF PIPE

TO JEJURI

11

00

0

MA

IN

C

AR

RIA

GE

WA

Y

B

50

0

U/S

A

D/S

TOE WALL

TO JEJURI

50

00

B

PRESSURE

RELIEF PIPE

TO JEJURI

11

00

0

MA

IN

C

AR

RIA

GE

WA

Y

B

50

0

2700

700

300

500

1500

2700

700

300

500

1500

2700

700

300

500

1500

500

GROUND LEVEL

CHAINAGE

DATUM R.L. 399.00

151.000 401.460

153.000 401.890

155.000 401.540

157.000 401.490

159.000 402.360

161.000 403.280

163.000 403.850

165.000 404.190

149.000 401.660

147.000 401.730

145.000 401.850

143.000 402.325

141.000 403.850

139.000 405.190

137.000 405.250

RAFT TOP 402.325

25 mm EXPANSION JOINT

400

PRESSURE RELIEF PIPE

SECTION B-B

900 mm THK. SAND FILLING/

GRANULAR MATERIAL

450 mm THK. R.C.C. M-25 RAFT SLAB

100 mm THK. P.C.C. M-15

TO PATHRI

100

300

350

100

6000 6000

1.0

1.5

100 mm THK. P.C.C.

450

5000

WEARING COAT


400


100

300

350

100

60006000

1.0

1.5

100 mm THK. P.C.C.

450

5000

5000

4550

4 SPAN OF 6M

915.000 387.966

TO POKHARNI

500

R.T.L. R.L.406.875

SOFFIT 406.100

M.I.H.F.L. .405.900

87

07

500

11000

MAIN CARRIAGEWAY

12000

TOTAL WIDTH OF BRIDGE

4504000 U/S APPRON


GRANULAR MATERIAL


100 mm THK. P.C.C. M-15

500

450

600

750

4506000 D/S APPRON

600

750

2400

2400

2.5% SLOPE2.5% SLOPE

C

L

U/S D/S

CUTOFF BOTTOM R.L.399.925

500

5000

R.T.L. R.L.406.875

SOFFIT 406.100

M.I.H.F.L. .405.900

RAFT TOP 402.325

Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\AU 61 GAD 235.640.DWG

RECONSTRUCTION OF MINOR BRIDGE

AT CH 235/640

GENERAL NOTES:-

MATERIAL TABLE



500

R. L.568.300

500

300

FILTER MEDIA

600 mm THK.

R. L.397.425

RUBBLE SOALING/

SELECTED MURUM

P.C.C. M-15

A

U/S

D/S

PLAN

50

00

B

PRESSURE

RELIEF PIPE

TO PATHRI

11

00

0

MA

IN

C

AR

RIA

GE

WA

Y

B

A

50

00

B

TO POKHARNI

11

00

0

MA

IN

C

AR

RIA

GE

WA

Y

B

TOE WALL

CH 237/950

15

00

15

00

15

00

15

00

SAND

SAND

SOIL

MURUM

TRAIL BORE

AT CENTER

R.T.L. R.L400.975


400


SECTION B-B


GRANULAR MATERIAL


100 mm THK. P.C.C. M-15

TO PATHRI

TO POKHARNI

GROUND LEVEL

CHAINAGE

5000

1.0

1.5

100 mm THK. P.C.C.

450

50005000

RAFT TOP 397.425


SOFFIT 400.450

M.I.H.F.L 400.000

5000

100 mm THK. P.C.C.

450

5000

1.0

1.5

4000

4000

4000

141.000 397.725

143.000 397.760

145.000 397.846

147.000 397.995

149.000 398.250

151.000 398.400

139.000 397.860

137.000 397.600

135.000 397.850

133.000 398.260

131.000 398.830

RL 397.425

DATUM R.L. 393.000

500

11000

MAIN CARRIAGEWAY

12000


4504000 U/S APPRON


GRANULAR MATERIAL


100 mm THK. P.C.C. M-15

50

0

45

0

60

0

750

4506000 D/S APPRON

60

0

750

SECTION A-A

21

00

21

00


C

L

U/S D/S


500

40

00

R.T.L. R.L400.975

SOFFIT 400.450

M.I.H.F.L 400.000

RAFT TOP 397.425



AT CH 237/950

GENERAL NOTES:-

MATERIAL TABLE



300

500

50

0

30

0

FILTER MEDIA

600 mm THK.

RUBBLE SOALING/

SELECTED MURUM

P.C.C. M-15

R.T.L. R.L.400.025

RL 396.975

A

U/S

D/S

PLAN

5000

B

11000

MA

IN

C

AR

RIA

GE

WA

Y

B

A

TOE WALL

TO POKHARNI

5000

B

11000

MA

IN

C

AR

RIA

GE

WA

Y

B

TO POKHARNI

CH 239/250

1500

1500

1500

1500

BC SOIL

SOFT MURUM

TRAIL BORE

AT CENTER

SOFT MURUM

BC SOIL

R.T.L. R.L.400.025

SOFFIT 399.350

M.I.H.F.L.398.800

GROUND LEVEL

CHAINAGE

394.000 395.210

395.000 397.550

398.000 398.850

401.000 398.950

404.000 398.980

393.000 395.250

392.000 395.660

391.000 397.550

388.000 398.910

385.000 398.725

382.000 398.920



SECTION B-B


GRANULAR MATERIAL


100 mm THK. P.C.C. M-15

DATUM R.L. 393

7000

1.0

1.5

100 mm THK. P.C.C.

450

3050

5500

WEARING COAT

R.L 399.675

1 SPAN OF 7M

TO PATHRI

TO POKHARNI

1.0

1.5

100 mm THK. P.C.C.

450

3050

R.L 399.675

RAFT TOP 396.975

R.T.L. R.L.400.025

3500

500

11000

MAIN CARRIAGEWAY

12000


4504000 U/S APPRON


GRANULAR MATERIAL


100 mm THK. P.C.C. M-15

50

0

45

0

60

0

750

4506000 D/S APPRON

60

0

750

SECTION A-A

21

00

21

00


C

L

U/S

D/S


500

35

00

R.T.L. R.L.400.025

SOFFIT 399.550

M.I.H.F.L.398.800

RAFT TOP 396.975



AT CH 239/250

GENERAL NOTES:-

MATERIAL TABLE



300

500

50

0

30

0

FILTER MEDIA

600 mm THK.

RUBBLE SOALING/

SELECTED MURUM

P.C.C. M-15

RL 401.125

R.T.L. R.L.404.175

A

U/S

D/S

PLAN

5000

B

11000

MA

IN

C

AR

RIA

GE

WA

Y

B

A

TOE WALL

TO POKHARNI

5000

B

11000

MA

IN

C

AR

RIA

GE

WA

Y

B

TO POKHARNI

CH 240/005

1500

1500

1500

1500

B.C SOIL

TRAIL BORE

AT CENTER

B.C SOIL

SOFT MURUM

SOFT MURUM

GROUND LEVEL

CHAINAGE

145.000 401.250

146.000 402.250

149.000 402.950

144.000 400.085

143.000 401.115

142.000 402.550

139.000 402.560

136.000 403.550



SECTION B-B


GRANULAR MATERIAL


100 mm THK. P.C.C. M-15

DATUM R.L. 397

7000

1.0

1.5

100 mm THK. P.C.C.

450

3050

5500

WEARING COAT

R.L 399.675

1 SPAN OF 7M

TO PATHRI

TO POKHARNI

1.0

1.5

100 mm THK. P.C.C.

450

3050

R.T.L. R.L.404.175

SOFFIT 403.500

M.I.H.F.L.402.800

151.000 403.240

153.000 403.360

500

11000

MAIN CARRIAGEWAY

12000


4504000 U/S APPRON


GRANULAR MATERIAL


100 mm THK. P.C.C. M-15

50

0

45

0

60

0

750

4506000 D/S APPRON

60

0

750

SECTION A-A

21

00

21

00


C

L

U/S

D/S


500

35

00

RAFT TOP 401.125

R.T.L. R.L.404.175

SOFFIT 403.500

M.I.H.F.L.402.800



AT CH 240/005

GENERAL NOTES:-

MATERIAL TABLE


300


350

FILTER MEDIA

600 mm THK.

RUBBLE SOALING/

SELECTED MURUM

P.C.C. M-15

25

50

400

850

40

0

1600

1900

2200

R.T.L. R.L.399.225

RAFT TOP 396.675

PLAN

5000

11000

MA

IN

C

AR

RIA

GE

WA

Y

500

PRESSURE

RELIEF PIPE

A

U/S

A

D/S

4000

19

00

4000

1900

TO PATHRI

5000

11000

MA

IN

C

AR

RIA

GE

WA

Y

500

4000

19

00

4000

1900

TO AMBAD

CH 240/420

1500

1500

1500

1500

B.C SOIL

TRAIL BORE

AT CENTER

SOIL+SAND

+BOULDERS

SOFT MURUM

SOFT MURUM

566.000 395.900

GROUND LEVEL

CHAINAGE

567.000 396.690

567.500 398.290

565.000 396.310

564.500 398.150

562.000 398.425

559.000 398.430

556.000 398.550

569.000 398.110

572.000 393.590

575.000 398.660

SECTION B-B

TO AMBAD

TO PATHRI

DATUM R.L. 392.000

1 SPAN OF 4M


400


GRANULAR MATERIAL


100 mm THK. P.C.C. M-15

1.0

1.5

100 mm THK. P.C.C.

450

4000

400


1.0

1.5

100 mm THK. P.C.C.

450

RAFT TOP 396.675

2550

4000

3000

R.T.L. R.L.399.225

SOFFIT 398.750

M.I.H.F.L.398.350

500

11000

MAIN CARRIAGEWAY

12000


450

4000 U/S APPRON


GRANULAR MATERIAL


100 mm THK. P.C.C. M-15

50

0

45

0

60

0

750

4506000 D/S APPRON

60

0

750

SECTION A-A

18

00


C

L

U/S D/S


500

25

50

R.T.L. R.L.399.225

SOFFIT 398.750

M.I.H.F.L.398.350

RAFT TOP 396.675


RECONSTRUCTION OF BOX CULVERT ( EXISTING

SLAB CULVERT) AT CH 240/420

GENERAL NOTES:-

MATERIAL TABLE


300


500

600

R. L.568.300

500

300

FILTER MEDIA

600 mm THK.

R. L.385.836

RUBBLE SOALING/

SELECTED MURUM

P.C.C. M-15

A

U/S

A

D/S

TOE WALL

PLAN

TO JEJURI

5000

B

PRESSURE

RELIEF PIPE

TO JEJURI

11000

MA

IN

C

AR

RIA

GE

WA

Y

B

500

U/S

A

D/S

TOE WALL

TO JEJURI

5000

B

PRESSURE

RELIEF PIPE

TO JEJURI

11000

MA

IN

C

AR

RIA

GE

WA

Y

B

500

R.T.L. R.L.389.331

RAFT TOP 385.836


400


SECTION B-B


GRANULAR MATERIAL


100 mm THK. P.C.C. M-15

TO PATHRI

SOFFIT 388.756

H.F.L. R.L.388.206

GROUND LEVEL

CHAINAGE

DATUM R.L. 381.000

10

0

300

350

10

0

6000 6000

1.0

1.5

100 mm THK. P.C.C.

450

5000

WEARING COAT


400


10

0

300

350

10

0

60006000

1.0

1.5

100 mm THK. P.C.C.

450

5000

45

00

40

50

89

7.0

00

3

86

.2

60

4 SPAN OF 6M

90

3.0

00

3

86

.7

86

90

9.0

00

3

87

.8

56

91

5.0

00

3

87

.9

66

89

1.0

00

3

86

.4

90

88

5.0

00

3

87

.5

10

TO POKHARNI

50

0

500

11000

MAIN CARRIAGEWAY

12000


4504000 U/S APPRON


GRANULAR MATERIAL


100 mm THK. P.C.C. M-15

500

450

600

750

4506000 D/S APPRON

600

750

SECTION A-A

2400

2400


C

L

U/S D/S


500

4500

R.T.L. R.L.389.331

SOFFIT 388.856

H.F.L. R.L.388.206

RAFT TOP 385.836



AT CH 244/745

GENERAL NOTES:-

MATERIAL TABLE


300


500

600

R. L.389.185

500

300

FILTER MEDIA

600 mm THK.

R. L.384.635

RUBBLE SOALING/

SELECTED MURUM

P.C.C. M-15

2700

3000

3000

A

U/S

A

D/S

TOE WALL

PLAN

50

00

PRESSURE

RELIEF PIPE

11

00

0

MA

IN

C

AR

RIA

GE

WA

Y

50

0

TOE WALL

50

00

B

PRESSURE

RELIEF PIPE

11

00

0

MA

IN

C

AR

RIA

GE

WA

Y

B

50

0

60

0

30

0

50

0

16

00

TO POKHARNITO PATHRI

GROUND LEVEL

CHAINAGE

24

4.9

11

3

84

.9

25

24

4.9

15

3

84

.8

30

24

4.9

19

3

85

.1

40

24

4.9

23

3

85

.7

10

24

4.9

27

3

86

.0

05

24

4.9

07

3

84

.8

80

24

4.9

03

3

85

.1

10

24

4.8

99

3

85

.6

30

24

4.8

95

3

87

.3

10


400


SECTION B-B


GRANULAR MATERIAL


100 mm THK. P.C.C. M-15

DATUM R.L. 381.000

10

0

300

350

10

0

6000 6000

1.0

1.5

100 mm THK. P.C.C.

450

5000

WEARING COAT


400


10

0

300

350

10

0

60006000

1.0

1.5

100 mm THK. P.C.C.

450

5000

50

00

45

50

R.T.L. R.L.389.185

SOFFIT 388.410

H.F.L. R.L.388.060

RAFT TOP 384.635

TO PATHRI TO POKHARNI

500

11000

MAIN CARRIAGEWAY

12000


4504000 U/S APPRON


GRANULAR MATERIAL


100 mm THK. P.C.C. M-15

50

0

45

0

60

0

750

4506000 D/S APPRON

60

0

750

SECTION A-A

24

00

24

00


C

L

U/S D/S


500

50

00

R.T.L. R.L.389.185

SOFFIT 388.410

H.F.L. R.L.388.060

RAFT TOP 384.635



AT CH 244/830

RECONSTRUCTION OF 1 X 1.2m DIA PIPE

IN PACKAGE AU-112

Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - I\20PIPE CULVERT 1.2M 4A FINAL.DWG

-- - - -



IN PACKAGE AU-112

-- - - -

material table · total width of bridge 4504000 u/s appron ......

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