raft top 368.010 dimension details r.c.c. wall · total width of bridge 4504000 u/s appron ......

$: RAFT TOP 368.010 DIMENSION DETAILS R.C.C. WALL · total width of bridge 4504000 u/s appron ... \01_projects\2017\au-61\04_gad\package ... to nanded 1 span of 7m to pokharni 1.0 1.5$
GENERAL NOTES:-

MATERIAL TABLE

SR NO ITEM DESCRIPTION

300

DIMENSION DETAILS R.C.C. WALL

500

50

0

30

0

FILTER MEDIA

600 mm THK.

RUBBLE SOALING/

SELECTED MURUM

P.C.C. M-15

R.T.L. R.L.371.560

RAFT TOP 368.010

A

U/S

TOE WALL

A

D/S

TOE WALL

PLAN

5000

B

PRESSURE

RELIEF PIPE

TO POKHARNI

500

11000

MA

IN

C

AR

RIA

GE

WA

Y

5000

B

PRESSURE

RELIEF PIPE

500

TO NANDED

11000

MA

IN

C

AR

RIA

GE

WA

Y

B

500

CH 294/535

B.C SOIL

TRAIL BORE

AT CENTER

B.C SOIL

B.C SOIL

B.C SOIL

R.T.L. R.L.371.560

RAFT TOP 368.010

WEARING COAT

25 mm EXPANSION JOINT

CUTOFF BOTTOM R.L. 94.425

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 NANDED

TO POKHARNI

SOFFIT 370.985

H.F.L. R.L.370.385

GROUND LEVEL

CHAINAGE

DATUM R.L. 92.000

45

0

50

0

100

300

350

100

300

350

WEARING COAT


45

0

45

0

100

300

350

100

300

350

6000 6000 6000 6000 6000

1.0

1.5

100 mm THK. P.C.C.

450

4000

5000

1.0

1.5

100 mm THK. P.C.C.

167.000 368.300

170.000 368.450

176.000 368.852

182.000 369.835

164.000 368.520

158.000 368.915

152.000 370.115

500

11000

MAIN CARRIAGEWAY

12000

TOTAL WIDTH OF BRIDGE

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

2.5% SLOPE2.5% SLOPE

C

L

U/SD/S

CUTOFF BOTTOM R.L.365.61

500

40

00

R.T.L. R.L.371.560

RAFT TOP 368.010

SOFFIT 370.985

H.F.L. R.L.370.385

Cad File No: D:\01_PROJECTS\2017\AU-61\04_GAD\PACKAGE - II\AU 61 GAD 294.535.DWG

RECONSTRUCTION OF MINOR BRIDGE

AT CH 294/535

GENERAL NOTES:-

MATERIAL TABLE


300


30

0

FILTER MEDIA

600 mm THK.

RUBBLE SOALING/

SELECTED MURUM

P.C.C. M-15

R.T.L. R.L.383.351

RAFT TOP 380.801

A

U/S

A

D/S

TOE WALL

PLAN

5000

B

PRESSURE

RELIEF PIPE

TO POKHARNI

11000

MA

IN

C

AR

RIA

GE

WA

Y

B

11000

MA

IN

C

AR

RIA

GE

WA

Y

5000

PRESSURE

RELIEF PIPE

TO NANDED

40004000

4000

CH 296/125

1500

1500

1500

1500

SOIL

MURUM

TRAIL BORE

AT CENTER

SOIL+LIME

MURUM

B

R.T.L. R.L.383.351

RAFT TOP 380.801


400


SECTION B-B


GRANULAR MATERIAL


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

SOFFIT 382.876

M.I.H.FL.382.276

GROUND LEVEL

CHAINAGE

DATUM R.L. 396.000

1.0

1.5

100 mm THK. P.C.C.

450

400

350

4000

4000

3000

4000

1.0

1.5

4000

500.000 381.230

498.000 381.360

496.000 381.580

494.000 382.780

502.000 381.150

504.000 381.350

506.000 381.460

TO POKHARNI TO NANDED

508.000 381.970

510.000 382.520

500

11000

MAIN CARRIAGEWAY

12000


4504000 U/S APPRON


GRANULAR MATERIAL


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

50

0

450

60

0

750

4506000 D/S APPRON

60

0

750

SECTION A-A


C

L

U/S


500

300

0

R.T.L. R.L.383.351

RAFT TOP 380.801

SOFFIT 382.876

M.I.H.FL.382.276



AT CH 296/125

GENERAL NOTES:-

MATERIAL TABLE



300

500

50

0

FILTER MEDIA

600 mm THK.

RUBBLE SOALING/

SELECTED MURUM

P.C.C. M-15

500

2100

2400

2700

R.T.L. R.L.362.986

RAFT TOP 359.436

A

A

D/S

TOE WALL

PLAN

50

00

B B

11000

MA

IN

C

AR

RIA

GE

WA

Y

B

500

TO POKHARNI

TOE WALL

50

00

PRESSURE

RELIEF PIPE

11000

MA

IN

C

AR

RIA

GE

WA

Y

500

50

00

TO NANDED

CH 299.220

1500

1500

1500

1500

B.C SOIL

TRAIL BORE

AT CENTER

B.C SOIL

SOFT MURUM

HARD MURUM

BB

GROUND LEVEL

CHAINAGE

598.000 359.750

600.000 359.830

602.000 360.120

604.000 360.430

606.000 361.720

596.000 360.115

594.000 360.430

592.000 360.230

590.000 361.550


400

SECTION B-B


GRANULAR MATERIAL


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

TO POKHARNI

DATUM R.L. 409.00

1.0

1.5

100 mm THK. P.C.C.

450

TO NANDED

6000

3550

RAFT TOP 359.436

400

1.0

1.5

100 mm THK. P.C.C.

450

CUTOFF 357.336

R.T.L. R.L.362.986

SOFFIT 362.411

M.I.H.F.L 361.811

6000

4000

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


C

L

U/S D/S

500

40

00

R.T.L. R.L.362.986

SOFFIT 362.411

M.I.H.F.L 361.811

RAFT TOP 359.436

CUTOFF 357.336



AT CH 299.220

GENERAL NOTES:-

MATERIAL TABLE



300

500

50

0

30

0

FILTER MEDIA

600 mm THK.

RUBBLE SOALING/

SELECTED MURUM

P.C.C. M-15

35

50

2200

2500

2800

RAFT TOP 376.175

R.T.L. R.L.379.725

A

U/S

D/S

PLAN

5000

B

11000

MA

IN

C

AR

RIA

GE

WA

Y

B

A

TOE WALL

TO NANDED

5000

B

11000

MA

IN

C

AR

RIA

GE

WA

Y

B

TO POKHARNI

CH 310/960

1500

1500

1500

1500

SOIL + SOFT MURUM

TRAIL BORE

AT CENTER

HARD MURUM

HARD MURUM

HARD MURUM

GROUND LEVEL

CHAINAGE

173.000 376.300

174.000 376.410

176.500 378.230

179.000 378.100

172.000 376.430

169.500 378.110

166.000 378.650



SECTION B-B


GRANULAR MATERIAL


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

DATUM R.L. 372.00

7000

1.0

1.5

100 mm THK. P.C.C.

450

3550

5500

WEARING COAT

1 SPAN OF 7M

TO NANDED

TO POKHARNI

1.0

1.5

100 mm THK. P.C.C.

450

3550

RAFT TOP 376.175

4000

R.T.L. R.L.379.725

SOFFIT 379.050

M.I.H.F.L.378.650

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

RAFT TOP 376.175

R.T.L. R.L.379.725

SOFFIT 379.050

M.I.H.F.L.378.650



AT CH 310/960

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 380.325

R.T.L. 383.875

35

50

2200

2500

2800

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 303/240

1500

1500

1500

1500

B.C SOIL

TRAIL BORE

AT CENTER

HARD MURUM

HARD MURUM

HARD MURUM

GROUND LEVEL

CHAINAGE

174.000 380.350

173.000 380.750

170.500 381.410

167.000 382.610

175.000 380.745

177.500 381.250

180.000 382.250



SECTION B-B


GRANULAR MATERIAL


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

DATUM R.L. 376.00

7000

1.0

1.5

100 mm THK. P.C.C.

450

3550

5500

WEARING COAT

1 SPAN OF 7M

TO NANDED

TO POKHARNI

1.0

1.5

100 mm THK. P.C.C.

450

3550

R.T.L. R.L.383.875

SOFFIT 383.200

M.I.H.F.L.382.500

RAFT TOP 380.325

4000

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

RAFT TOP 380.325

R.T.L. R.L.383.875

SOFFIT 383.200

M.I.H.F.L.382.500



AT CH 303/240

RECONSTRUCTION OF 1 X 1.2m DIA PIPE

IN PACKAGE - AU-113

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

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IN PACKAGE AU - 113

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IN PACKAGE AU-113

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IN PACKAGE AU - 113

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IN PACKAGE AU-113

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raft top 368.010 dimension details r.c.c. wall · total width of bridge 4504000 u/s appron ......

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