slope 2h : 1v - rites drg-01...weep holes of 75 Ø pvc/ac pipes @ 1000 c/c 875 m-35 'h'...

( A GOVT. OF INDIA ENTERPRISE )

BRIDGE DETAILS :- BR. No. 5, AT Km. 4/150, OF 1 x 6.0m. x 6.0m. BOX CULVERT (RUB)

GENERAL NOTES

OF BAR.14. DEVELOPMENT/ ANCHORAGE LENGTH OF BAR SHALL BE 46 Ø , WHERE IS THE DIAMETER

iii) ALL P.C.C. WORK ................................M-25 (NOMINAL MIX)

CONDITION & TO BE DECIDED BY THE ENGINEER-IN-CHARGE.

22. SEPARATE WATERWAY CALCULATION ARE NOT PROVIDED AS IT IS

23. FOR ALIGNMENT PLAN REFER DRG. No. RITES/KOL./DVC/RTPS - SHEET No.- OF

BALANCING CULVERT.

19. DEPTH OF FOUNDATION SHOWN TENTATIVELY. HOWEVER, THIS MAY VARY TO SUIT SITE

18. BED SLOPE SHALL BE ADJUSTED AS PER SITE CONDITIONS BY COMPETENT AUTHORITY

16. BACK FILLING TO BE DONE WITH GRANULAR MATERIALS OF Ø NOT LESS THAN 35°.

15. 600 mm. WELL HAND PACKED BOULDERS BACK FILLING TO BE PROVIDED BESIDE THE BOX AND RETURN WALLS AS PER CL 7.5 OF IRS BRIDGE SUBSTRUCTURE & FOUNDATION CODE.

11. CLEAR COVER OF 50 mm.

13. WEEP HOLES TO BE PROVIDED IN RETURN WALLS BY USING 100/75 mm. DIA PVC PIPE@ 1000 C/C VERT. & 1000 mm.C/C HOR. IN A STAGGERED BOTHWAY.

10. EXPOSURE CONDITION IS MODERATE REF. C.L. NO. 5.4.1 OF I.R.S. CONCRETE BRIDGE CODE.

9. MAX. SIZE OF AGGREGATE TO BE USED IS 20 mm.

IS: 1786-1985 AND ALL RCC SURFACE COMING IN CONTACT WITH SOIL SHOULD BE

8. CONCRETE GRADE :- i) R.C.C. BOX ....................................................M-35 (DESIGN MIX.) ii) ALL R.C.C. WORK ...................................M-35 (DISIGN MIX)

PAINTED WITH BITUMEN OR COALTAR OF APPROVED QUALITY @ 1.464 KG/SQM.

7. REINFORCEMENT SHALL BE HYSD BAR OF GRADE Fe 500 CONFORMING TO

5. FOR CONCRETE, SPECIFICATION REFER I.S. 456 -2000 & I.R.S. CONC. BRIDGE CODE.

2. LEVELS ARE IN METRES.

12. LAPPING OF BARS SHOULD BE MINIMISED & ALL STAGGERED WHEREVER NECESSARYMINIMUM LENGTH OF LAP SHALL BE AS GIVEN IN I.R.S. CONCRETE CODE 50 FOR TORSTEEL, THE NUMBER & LOCATION OF LAP IS TO BE DECIDED AT SITE.

iii) I.R.S. BRIDGE SUB-STRUCTURE & FOUNDATION CODE.

6. DESIGN CRITERIA :- i) I.R.S. BRIDGE RULES.

ii) I.R.S. CONCRETE BRIDGE CODE.

3. ALL DIMENSIONS AND LEVELS SHOULD BE VERIFIED & RECONCILED BEFORE EXECUTION.

20. DRAWING AND DESIGN BASED ON SOIL TEST REPORT.

CE'S DRG. No.-

IT SHOULD BE KEPT MINIMUM 1 IN 100.

24. TOLERANCES FOR FINISHED CONCRETE BRIDGE STRUCTURE SHOULD NOT EXCEED THELIMIT AS GIVEN IN CLAUSE 6.5 OF CONCRETE BRIDGE CODE.

17. ENGINEER-IN-CHARGE AT SITE SHOULD SATISFY HIMSELF WITH S.B.C. OF SOIL.

SITE PLANNOT TO SCALE

DAMODAR VALLEY CORPORATION

BAR BENDING SCHEDULE OF BOX

250

g2

g3

h

g1barell and10 @ 200 along

10 @ 200 along

10 @ 200 along

10 @100 C/C

along span

along spanbarell and


100

540

540

50660

100

540

f1

f2

c

d

b

e

25 @ 200 C/C

25 @ 100 C/C

20 @ 100 C/C

12 @ 100 C/C

25 @ 200 C/C

25 @ 200 C/C

250

2502445

2545250

7200

72002575 2575

7200

7200

a2

MARK OF BARS(m.m.)DIA & SPACING

a1 25 @ 200 C/C

12 @ 200 C/C 25832583 7200

REMARKSBENDING OF BAR

2595

25957200

100

100

100 100

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

21. DESIGN MAX. BERING PRESSURE AT FOUNDATION LEVEL = 21.5 t/m sq.A

A

X

20 mm. GAP

225

450

6000

650

50760

650

R.C.C. (M-35)

TOP PLAN

B

B

TO JO

Y C

HA

ND

IPA

HA

R S

TN.

PLA

NT

C.L. OF BRIDGE

Y

CC

3022

0

300

1200

R.C.C. (M-35)

11480

SECTION ALONG THE TRACK

150 mm. Thk. W.C. M-25

6000650150 mm. TH. P.C.C. BASE COURSE (M-25)

688

5850

450 mm. Thk. SOIL TO BE EXCAVATED & FILLED BACK WITH SELECTED MATERIAL WELL COMPACTED

REP

EAT

SAM

E A

S O

NO

THER

SID

E O

F B

OX

R.C.C. (M-35)

600 x 600

225

650

HAUNCH

650

R.C.C. (M-35)

R.C.C. (M-35)

650

750 2.5:1 50

0

6000

300

g2 shear links 'h' barsc bars

d bars

'h' bars

a1 bars

g3 shear links

'h' bars

e bars

g1 shear linksb bars

f1 bars

a1 bars

a2 bars

f1 bars

f2 bars

e bars

Haunch 600 x 600

SCALE 1:50

600

TH. W

ELL

HA

ND

PAC

KED

BO

ULD

ERS

SLOPE NOT STEEPER THAN 1 : 1

600

TH. W

ELL

HA

ND

PAC

KED

BO

ULD

ERS

650

6000

650

7300

6506000650

7300

g3 shear links

'h' bars

SLOPE N

OT STEEPER THAN 1

: 1

BORE-LOG DETAILS

A. Nandi (Mgr/C)Checked By

† ¶ ¶¹ ‡

ƒ› ‡ ‡ ¦´ • ¾

RITES /KOLKATA

¦ ƒ ‡ † ¶¾¾ © ‚ ‚

ƒ‡

‡ ¦ ¦ ¹ ‡¹

› ¶‡ ‡ ¶

45°

300

300

1200

11480

45°

300

20 mm. GAP

225

450

3022

0

300

1200

11480

45°

300

300

1200

11480

45°

300

f2 bars

ƒ›‡ ‡ ¶

TYP.DETAILS AT A & B


M-35

1200

550

225

c bars450 mm.

450

OPENING OF CULVERT

150

d bars

'h' bars

150 mm. TH. P.C.C. WEARING COURSE (M-25)

WEEP HOLES OF 75 Ø PVC/AC PIPES @ 1000 C/C

M-35 'h' bars875

225

650

a2 bars

225450

EARTH RETAINER

b bars

SAND FILLING

650

SCALE 1:50

5850

G.L. 167.445m.

RAIL LEVEL 177.573m.

FORMATION LEVEL 176.885m.

ROAD LEVEL 167.445m.

BA

CK

FIL

L M

ATE

RIA

L (G

W,G

P,SW

) GR

OU

P

32 @ 100 C/C

16 @ 100 C/C

600

TH. W

ELL

HA

ND

PAC

KED

BO

ULD

ERS

VA

RY

ING

649

0 TO

750

C.C.(M-25) COPING

100

100

16 @ 100 C/C

16 @ 100 C/C

ROAD LEVEL

10 @ 200 C/C BOTH WAY

150 mm. TH. P.C.C. (M-25) BASE COARSE

1900


25 @ 100 C/C

900

1000

25 @ 100 C/C

POINT O

F VIEW BUT N

OT STEEPER THAN 1:1

SLOPE AS CONVENIENT FROM CONSTRUCTIO

N

DETAILS OF RCC WING WALL

16 @ 100 C/C

WITH WELL COMPACTED SAND450 mm. Th. SOIL TO BE EXCAVATED & FILLED BACK

25 @ 100 C/C

SECTION A-ASCALE 1:50

25 @ 200 C/C

TQ

TQ

TQ

TQ

TQ

TQ

TQTQ TQ

TQ

TQ

EARTH SLOPE 2H : 1V

10001200 5000

7200

3000

+ 32 @ 200 C/C ALT. TQ

SCALE 1:50

EARTH SLOPE 2H : 1V

PACKED BOULDER600 mm. WELL ROAD LEVEL

10 T @ 150 C/CQ

10 T @ 150 C/CQ

10 T @ 200 C/CQ10 T @ 200 C/CQ

10 T @ 150 C/CQ

350 400 450

500

300

750

COPINGC.C. (M-20) 10

0

1200

250100

450 mm. Thk. SOIL TO BE EXCAVATED & FILLED BACKWITH WELL COMPACTED SAND

400

5850

11480 50760




SLOPE 2H : 1V

SECTIONAL ELEVATION AT X-Y

WITH SELECTED MATERIAL WELL COMPACTED450 mm.Th. SOIL TO BE EXCAVATED & FILLED BACK

C.L. OF TRACK No. 1

450



6000

R.C.C. (M-35)A

B

650

650

6725

750

300

6725

R.C.C. (M-35)

11480

SLOPE 2H : 1V

3500

6725

750

300

6590

6490

G.L. 167.445m.

9440

9440

500

300

6000

C.L. OF TRACK No. 2

6000

C.L. OF TRACK No. 3

6000

C.L. OF TRACK No. 4

8000

C.L. OF TRACK No. 5

6000

C.L. OF TRACK No. 6

3500

1200

C.L. OF BRIDGE

5430 5430 450

C.L. OF TRACK No. 1C.L. OF TRACK No. 2C.L. OF TRACK No. 3C.L. OF TRACK No. 4C.L. OF TRACK No. 5C.L. OF TRACK No. 6

2715

¹¦ › ‡‡

ƒ› ‡ ‡ ¦´ ‚ ‡ ¾SUDIPTA SETT

RITES /KOLKATA.

Drawn By

5430450 3500600060006000800060003500 5430 450

FOOT PATH

FOOT PATH

FOOT PATH

FOOT PATH

4000

1000

1000

RO

AD

WID

TH

2.5% 2.5%

40001000 1000

4000

1000

1000

RO

AD

WID

TH

BB

VERY DENSE, YELLOWISH GREY SILTYMEDIUM TO COARSE SAND WITHGRAVELS/ COMPLETELY WEATHEREDROCK (RESIDUAL SOIL)

R.L.0.000m

SM

9.00m.

B

A SLIGHTLY WEATHERED WITH GREYISHALTERNATED MICA BEARING FOLIATEDMODERATELY STRONG GNEISS.

SI AGREYISH BROWN STIFF SILTY CLAYWITH SAND AND CALCAREOUSNODULES MIXED.

A

0.80m.

4.50m.

MET

AM

OR

PHIC

RC

OK

4. LOADING STANDARD - i) I.R.S. 25 TON LOADING 2008. ii) ONE LANE OF I.R.C. CLASS 70 R OR 40T BOGIC LOADING.


BRIDGE DETAILS :- BR. No. 6, AT Km. 4/600, OF 1 x 6.0m. x 6.0m. BOX CULVERT (RUB)

GENERAL NOTES






BALANCING CULVERT.

















6. DESIGN CRITERIA :- i) I.R.S. BRIDGE RULES. ii) I.R.S. CONCRETE BRIDGE CODE.



CE'S DRG. No.-







250

g2

g3

h


10 @ 200 along

10 @ 200 along

10 @100 C/C

along span



100

540

540

39900

100

540

f1

f2

c

d

b

e

16 @ 200 C/C

25 @ 100 C/C

20 @ 100 C/C

12 @ 100 C/C

25 @ 200 C/C

25 @ 200 C/C

250

2502445

2545250

7200

72002575 2575

7200

7200

a2


a1 25 @ 200 C/C

12 @ 200 C/C 25832583 7200


2595

25957200

100

100

100 100

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

21. DESIGN MAX. BERING PRESSURE AT FOUNDATION LEVEL = 21.5 t/m sq.

A

A

X

20 mm. GAP

225

450

6000

650

40000

650

R.C.C. (M-35)

TOP PLAN

B

B

PLA

NT

C.L. OF BRIDGE

Y

CC

3022

0

300

1200

R.C.C. (M-35)

11480


150 mm. Thk. W.C. M-25


688

5850


REP

EAT

SAM

E A

S O

NO

THER

SID

E O

F B

OX

R.C.C. (M-35)

600 x 600

225

650

HAUNCH

650

R.C.C. (M-35)

R.C.C. (M-35)

650

750 2.5:1 50

0

6000

300


d bars

'h' bars

a1 bars

g3 shear links

'h' bars

e bars


f1 bars

a1 bars

a2 bars

f1 bars

f2 bars

e bars

Haunch 600 x 600

SCALE 1:50

600

TH. W

ELL

HA

ND

PAC

KED

BO

ULD

ERS


600

TH. W

ELL

HA

ND

PAC

KED

BO

ULD

ERS

650

6000

650

7300

6506000650

7300

g3 shear links

'h' bars

SLOPE N

OT STEEPER THAN 1

: 1

BORE-LOG DETAILS


† ¶ ¶¹ ‡

ƒ› ‡ ‡ ¦´ • ¾

RITES /KOLKATA

¦ ƒ ‡ † ¶¾¾ © ‚ ‚

ƒ‡

‡ ¦ ¦ ¹ ‡¹

› ¶‡ ‡ ¶

45°

300

300

1200

11480

45°

300

20 mm. GAP

225

450

3022

0

300

1200

11480

45°

300

300

1200

11480

45°

300

f2 bars

ƒ›‡ ‡ ¶

TYP. DETAILS AT A & B


M-35

1200

550

225

c bars450 mm.

450

OPENING OF CULVERT

150

d bars

'h' bars



M-35 'h' bars875

225

650

a2 bars

225450

EARTH RETAINER

b bars

SAND FILLING

650

SCALE 1:50

5850




BA

CK

FIL

L M

ATE

RIA

L (G

W,G

P,SW

) GR

OU

P

32 @ 100 C/C

16 @ 100 C/C

600

TH. W

ELL

HA

ND

PAC

KED

BO

ULD

ERS

VA

RY

ING

649

0 TO

750

C.C.(M-25) COPING

100

100

16 @ 100 C/C

16 @ 100 C/C

ROAD LEVEL



1900


25 @ 100 C/C

900

1000

25 @ 100 C/C

POINT O

F VIEW BUT N

OT STEEPER THAN 1:1


N

DETAILS OF R.C.C. WING WALL

16 @ 100 C/C


25 @ 100 C/C


25 @ 200 C/C

TQ

TQ

TQ

TQ

TQ

TQ

TQTQ TQ

TQ

TQ

EARTH SLOPE 2H : 1V

10001200 5000

7200

3000

+ 32 @ 200 C/C ALT. TQ

SCALE 1:50

EARTH SLOPE 2H : 1V


10 T @ 150 C/CQ

10 T @ 150 C/CQ

10 T @ 200 C/CQ10 T @ 200 C/CQ

10 T @ 150 C/CQ

350 400 450

500

300

750


0

1200

250100


400

5850

11480 40000




SLOPE 2H : 1V



C.L. OF TRACK No. 1

450



6000

R.C.C. (M-35)A

B

650

650

750

300

R.C.C. (M-35)

11480

SLOPE 2H : 1V

3500

6725

750

300

6590

6490

G.L. 170.805m.

5705

500

300

8600

C.L. OF TRACK No. 2

3500

C.L. OF TRACK No. 3

6000

C.L. OF TRACK No. 4

8000

C.L. OF TRACK No. 5

6000

C.L. OF TRACK No. 6

3500

1200

C.L. OF BRIDGE

450

C.L. OF TRACK No. 1C.L. OF TRACK No. 2

C.L. OF TRACK No. 3

C.L. OF TRACK No. 4C.L. OF TRACK No. 5C.L. OF TRACK No. 6

¹¦ › ‡‡


RITES /KOLKATA.

Drawn By

1020

8600 350035006000800060003500

G.L. 170.805m.

1000

4000

1000

FOOTPATH

FOOTPATH

FOOTPATH

FOOTPATH

RO

AD

WID

TH

2.5% 2.5%

40001000 1000

A

5.50 m.

R.L.0.000m

SC

B

10.00 m.

1.00m.A REDDISH BROWN CLAYEY SAND.

C

B DENSE TO VERY DENSE REDDISHBROWN WITH GREYISH PATCHES SILTYMICA MIXED MEDIUM TO FINE SANDWITH CALCAREOUS NODULES ANDGRAVELS MIXED.

SM

C HIGHLY WEATHERED , REDDISH WITHWHITISH ALTERNATED COARSE GAINEDMICA BASED WEAK SAND STONE.


TO JO

Y C

HA

ND

IPA

HA

R S

TN.


250

g2

g3

h


10 @ 200 along

10 @ 200 along

10 @100 C/C

along span



100

540

540

25884

100

540

f1

f2

c

d

b

e

25 @ 200 C/C

25 @ 100 C/C

20 @ 100 C/C

12 @ 100 C/C

25 @ 200 C/C

25 @ 200 C/C

250

2502445

2545250

7200

72002575 2575

7200

7200

a2


a1 25 @ 200 C/C

12 @ 200 C/C 25832583 7200


2595

25957200

100

100

100 100

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

5850

11480 25984

WITH CEMENT GROUTING300 mm. TH. STONE PITCHING




SLOPE 2H : 1V

C.L. OF BRIDGE


H.F.L = 170.377m.

3000

6000

C.L. OF TRACK No. 1


C.L. OF TRACK No. 2

450

1875

CLEARANCEFREE BOARD

3000


BED LEVEL 165.527m.

6000

R.C.C. (M-35)A

B

SCALE 1:100

688

650

5792

650

1000

6725

750

1500

300

216016

2054

0

900

6725

A

A

X

20 mm. GAP

225

450

UP/S 6000

650

25984 DROP WALL

650

R.C.C. (M-35)

WIT

H C

EMEN

T G

RO

UTI

NG

300

TH. S

TON

E PI

TCH

ING

TOP PLAN

6000

BB

TO JO

Y C

HA

ND

IPA

HA

R S

TN.

PLA

NT

C.L. OF BRIDGE

C.L. OF TRACK No. 1 C.L. OF TRACK No. 2

SCALE 1:100

5792

Y

CURTAIN WALL

CC

3022

0

300

1200

R.C.C. (M-35)

11480

DN/S


150 mm. Thk. W.C. M-25


688

5850


REP

EAT

SAM

E A

S O

NO

THER

SID

E O

F B

OX

R.C.C. (M-35)

600 x 600

225

650

HAUNCH

650

R.C.C. (M-35)

R.C.C. (M-35)

650

1000

600

SCALE 1:100

750 2.5:1 50

0

6000

9621

300


d bars

'h' bars

a1 bars

g3 shear links

'h' bars

e bars


f1 bars

a1 bars

a2 bars

f1 bars

f2 bars

e bars

R.C.C. DETAILS OF BOXSECTION AT B-B

Haunch 600 x 600

SCALE 1:50

600

TH. W

ELL

HA

ND

PA

CK

ED

BO

ULD

ER

S


600

TH. W

ELL

HA

ND

PA

CK

ED

BO

ULD

ER

S

650

6000

650

7300

6506000650

7300

g3 shear links

'h' bars

SLOPE N

OT STEEPER THAN 1

: 1

BORE-LOG DETAILS

TABLE SHOWING BRIDGE DETAILS

LOADING

H.F.L. =CLEARANCEFREEBOARDGR. OF CONC.

1875 mm. ( ADEQUATE)1000 mm.( ADEQUATE)

M-35 (R.C.C.) , M-25 (P.C.C.)

170.377 m.

LOADING STANDARD 25 TONNE LOADINGOF 2008.

DISCHARGE m / Sec.3

P.C.C. M-25

DETAILS OFDROP WALL / CURTAIN WALL

300

300

300 300

1620

540

900

SCALE 1:50

45°

300

R.C.C. (M-35)

300

1200

11480

45°

300

20 mm. GAP

225

450

WIT

H C

EMEN

T G

RO

UTI

NG

300

TH. S

TON

E PI

TCH

ING

5792

3022

0

300

1200

11480

45°

300

300

1200

11480

45°

300

f2 bars

11480


SLOPE 2H : 1V

6725

750

1500

300

2160 16

2054

0

900

6590

6490



M-35

1200

550

225

c bars450 mm.

450

OPENING OF CULVERT

150

d bars

'h' bars



M-35 'h' bars875

225

650

a2 bars

225450

EARTH RETAINER

b bars

SAND FILLING

650

SCALE 1:50

5850

G.L. 165.527m.

9621



BED LEVEL 165.527m.

BA

CK

FIL

L M

ATE

RIA

L (G

W,G

P,SW

) GR

OU

P

32 @ 100 C/C

16 @ 100 C/C

600

TH. W

ELL

HA

ND

PAC

KED

BO

ULD

ERS

VA

RY

ING

649

0 TO

750

C.C.(M-25) COPING

100

100

16 @ 100 C/C

16 @ 100 C/C

BED LEVEL



1900


25 @ 100 C/C

900

1000

25 @ 100 C/C

POINT O

F VIEW BUT N

OT STEEPER THAN 1:1


N


16 @ 100 C/C


25 @ 100 C/C


25 @ 200 C/C

TQ

TQ

TQ

TQ

TQ

TQ

TQTQ TQ

TQ

TQ

EARTH SLOPE 2H : 1V

10001200 5000

720030

00

+ 32 @ 200 C/C ALT. TQ

DETAILS OF R.C.C. RETURN WALLSCALE 1:50

SECTION AT C-C

EARTH SLOPE 2H : 1V

PACKED BOULDER600 mm. WELL BED LEVEL

10 T @ 150 C/CQ

10 T @ 150 C/CQ

10 T @ 200 C/CQ10 T @ 200 C/CQ

10 T @ 150 C/CQ

350 400 450

500

300

750


0

1200

250100


400

500

300

45037503750 5792

3121

3750 3750

4771 28

96


BRIDGE DETAILS :- BR. No. 7, AT Km. 5/200, OF 1 x 6.0m. x 6.0m. BOX CULVERT






BALANCING CULVERT.















CE'S DRG. No.-





21. DESIGN MAX. BERING PRESSURE AT FOUNDATION LEVEL = 21.5 t/m sq.


† ¶ ¶¹ ‡

ƒ› ‡ ‡ ¦´ • ¾

RITES /KOLKATA

¦ ƒ ‡ † ¶¾¾ © ‚ ‚

ƒ‡

‡ ¦ ¦ ¹ ‡¹

› ¶‡ ‡ ¶

ƒ›‡ ‡ ¶

¹¦ › ‡‡


RITES /KOLKATA.

Drawn By

GENERAL NOTES

5. FOR CONCRETE, SPECIFICATION REFER I.S. 456 -2000 & I.R.S. CONC. BRIDGE CODE. 4. LOADING STANDARD I.R.S. 25 TONNE LOADING OF 2008.






A

5.00 m.

R.L.165.382 m.0.000m

SC

B

6.00 m.

0.70m.A REDDISH BROWN CLAYEY SAND.

C

B VERY DENSE ,YELLOW WITH GREYISHPATCHES SILTY COARSE GRAINED MICAMIXED SAND WITH GRAVELS /COMPLETELY WEATHERED ROCK.

SM

C WEATHERED YELLOWISH SAND STONE.

SED

IMEN

TAR

YR

CO

K


BRIDGE DETAILS :- BR. No. 8, AT Km. 5/483.70, OF 1 x 6.0m. x 6.0m. BOX CULVERT (RUB)

GENERAL NOTES






BALANCING CULVERT.




















CE'S DRG. No.-







250

g2

g3

h


10 @ 200 along

10 @ 200 along

10 @100 C/C

along span



100

540

540

19920

100

540

f1

f2

c

d

b

e

20 @ 200 C/C

25 @ 100 C/C

20 @ 100 C/C

12 @ 100 C/C

25 @ 200 C/C

25 @ 200 C/C

250

2502445

2545250

7200

72002575 2575

7200

7200

a2


a1 25 @ 200 C/C

12 @ 200 C/C 25832583 7200


2595

25957200

100

100

100 100

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

21. DESIGN MAX. BERING PRESSURE AT FOUNDATION LEVEL = 20 t/sqm

5850

11480 20000



SLOPE 2H : 1V

C.L. OF BRIDGE


C.L. OF TRACK No. 1

WITH SELECTED MATERIALOF 30DEG WELL COMPACTED450 mm.Th. SOIL TO BE EXCAVATED & FILLED BACK

C.L. OF TRACK No. 2

450


ROAD LEVEL 165.78m.

6000

R.C.C. (M-35)A

B

SCALE 1:100

650

650

6725

750

1500

300

6725

A

A

X

20 mm. GAP

225

450

6000

650

20000

650

R.C.C. (M-35)

TOP PLAN

6000B

B

TO JO

Y C

HA

ND

IPA

HA

R S

TN.

PLA

NT

C.L. OF BRIDGE


SCALE 1:100

Y

CC

3022

0

300

1200

R.C.C. (M-35)

11480


150 mm. Thk. W.C. M-25


688

5850


REP

EAT

SAM

E A

S O

NO

THER

SID

E O

F B

OX

R.C.C. (M-35)

600 x 600

225

650

HAUNCH

650

R.C.C. (M-35)

R.C.C. (M-35)

650

1000

600

SCALE 1:100

750 2.5:1 50

0

6000

300


d bars

'h' bars

a1 bars

g3 shear links

'h' bars

e bars


f1 bars

a1 bars

a2 bars

f1 bars

f2 bars

e bars


Haunch 600 x 600

SCALE 1:50

600

TH. W

ELL

HA

ND

PA

CK

ED

BO

ULD

ER

S


600

TH. W

ELL

HA

ND

PA

CK

ED

BO

ULD

ER

S

650

6000

650

7300

6506000650

7300

g3 shear links

'h' bars

SLOPE N

OT STEEPER THAN 1

: 1

BORE-LOG DETAILS


† ¶ ¶¹ ‡

ƒ› ‡ ‡ ¦´ • ¾

RITES /KOLKATA

¦ ƒ ‡ † ¶¾¾ © ‚ ‚

ƒ‡

‡ ¦ ¦ ¹ ‡¹

› ¶‡ ‡ ¶

45°

300

R.C.C. (M-35)

300

1200

11480

45°

300

20 mm. GAP

225

450

3500

3022

0

300

1200

11480

45°

300

300

1200

11480

45°

300

f2 bars

ƒ›‡ ‡ ¶



M-35

1200

550

225

c bars450 mm.

450

OPENING OF CULVERT

150

d bars

'h' bars



M-35 'h' bars875

225

650

a2 bars

225450

EARTH RETAINER

b bars

SAND FILLING

650

SCALE 1:50

5850

G.L. 165.78m. G.L. 165.78m.

8250



ROAD LEVEL 165.78m.

BA

CK

FIL

L M

ATE

RIA

L (G

W,G

P,SW

) GR

OU

P

32 @ 100 C/C

16 @ 100 C/C

600

TH. W

ELL

HA

ND

PAC

KED

BO

ULD

ERS

VA

RY

ING

649

0 TO

750

C.C.(M-25) COPING

100

100

16 @ 100 C/C

16 @ 100 C/C

ROAD LEVEL



1900


25 @ 100 C/C

900

1000

25 @ 100 C/C

POINT O

F VIEW BUT N

OT STEEPER THAN 1:1


N


16 @ 100 C/C


25 @ 100 C/C


25 @ 200 C/C

TQ

TQ

TQ

TQ

TQ

TQ

TQTQ TQ

TQ

TQ

EARTH SLOPE 2H : 1V

10001200 5000

7200

3000

+ 32 @ 200 C/C ALT. TQ


SECTION AT C-C

EARTH SLOPE 2H : 1V


10 T @ 150 C/CQ

10 T @ 150 C/CQ

10 T @ 200 C/CQ10 T @ 200 C/CQ

10 T @ 150 C/CQ

350 400 450

500

300

750


0

1200

250100


400

500

300

35003050

11480

SLOPE 2H : 1V

450

R.C.C. (M-35)

6725

750

300

500

300

3500 30506000

1750

688

3500 35003500

1525

¹¦ › ‡‡


RITES /KOLKATA.

Drawn By

FOOT PATH

FOOT PATH

4000

1000

1000

2.5% 2.5%

40001000 1000

A

6.80 m.

R.L.0.000m

SM

B

0.80m.A YELLOWISH GREY SILTY SAND WITH

GRAVELS (RESIDUAL SOIL).

B HIGHLY WEATHERED, WHITISH GREYMICA BEARING WEAK MICA SCHIST.

SM

3.80 m.

CC WEATHERED TO FRESH , GREYISH WITHWHITISH ALTERNATED, STRONGQUARTZITE GNEISS.

MET

AM

OR

PHIC

RC

OK


φ =


250

g2

g3

h


10 @ 200 along

10 @ 200 along

10 @100 C/C

along span



100

690

690

36996

100

380

f1

f2

c

d

b

e

25 @ 200 C/C

28 @ 100 C/C

25 @ 100 C/C

12 @ 100 C/C

28 @ 200 C/C

28 @ 200 C/C

250

2502869

2869250

7500

75003014 3014

7500

7500

a2


a1 28 @ 200 C/C

16 @ 200 C/C 30143014 7500


3030

30307500

100

100

100 100

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

5850

11780 37196

WITH CEMENT GROUTING300 mm. TH. STONE PITCHING 150 mm. TH. P.C.C. BASE COURSE (M-25)



SLOPE 2H : 1V

C.L. OF BRIDGE


H.F.L = 163.35m.

3000

6000

C.L. OF TRACK No. 1


C.L. OF TRACK No. 2

450

1875

CLEARANCEFREE BOARD

3000


BED LEVEL 158.500m.

6000

R.C.C. (M-35)A

B

SCALE 1:100

688

800

11648

800

1000

6725

750

1500

300

216016

2054

0

900

6725

A

A

X

20 mm. GAP

225

450

UP/S 6000

800

37792 DROP WALL

800R.C.C. (M-35)

WIT

H C

EMEN

T G

RO

UTI

NG

300

TH. S

TON

E PI

TCH

ING

TOP PLAN

6000

BB

TO JO

Y C

HA

ND

IPA

HA

R S

TN.

PLA

NT

C.L. OF BRIDGE


SCALE 1:100

11946

Y

CURTAIN WALL

CC

3022

0

300

1200

R.C.C. (M-35)

11480

DN/S


150 mm. Thk. W.C. M-25


688

5850


REP

EAT

SAM

E A

S O

NO

THER

SID

E O

F B

OX

R.C.C. (M-35)

600 x 600

225

800

HAUNCH

650

R.C.C. (M-35)

R.C.C. (M-35)

800

1000

900

SCALE 1:100

750 2.5:1 650

6000

1269

9

300


d bars

'h' bars

a1 bars

g3 shear links

'h' bars

e bars


f1 bars

a1 bars

a2 bars

f1 bars

f2 bars

e bars


Haunch 600 x 600

SCALE 1:50

600

TH. W

ELL

HA

ND

PA

CK

ED

BO

ULD

ER

S


600

TH. W

ELL

HA

ND

PA

CK

ED

BO

ULD

ER

S

800

6000

800

7600

8006000800

7600

g3 shear links

'h' bars

SLOPE N

OT STEEPER THAN 1

: 1


LOADING



M-35 (R.C.C.) , M-25 (P.C.C.)

163.35 m.


DISCHARGE m / Sec.3

P.C.C. M-25


30030

0

300 300

1620

540

900

SCALE 1:50

45°

300

R.C.C. (M-35)

300

1200

11480

45°

300

20 mm. GAP

225

450

WIT

H C

EMEN

T G

RO

UTI

NG

300

TH. S

TON

E PI

TCH

ING

11946

3022

0

300

300

1200

11480

45°

300

f2 bars


6725

6590

6490



M-35

1200

550

225

c bars450 mm.

450

OPENING OF CULVERT

150

d bars

'h' bars



M-35 'h' bars875

225

650

a2 bars

225450

EARTH RETAINER

b bars

SAND FILLING

650

SCALE 1:50

5850

G.L. 158.50m.



BED LEVEL 158.500m.

BA

CK

FIL

L M

ATE

RIA

L (G

W,G

P,SW

) GR

OU

P

32 @ 100 C/C

16 @ 100 C/C

600

TH. W

ELL

HA

ND

PAC

KED

BO

ULD

ERS

VA

RY

ING

649

0 TO

750

C.C.(M-25) COPING

100

100

16 @ 100 C/C

16 @ 100 C/C

BED LEVEL



1900


25 @ 100 C/C

900

1000

25 @ 100 C/C

POINT O

F VIEW BUT N

OT STEEPER THAN 1:1


N


16 @ 100 C/C


25 @ 100 C/C


25 @ 200 C/C

TQ

TQ

TQ

TQ

TQ

TQ

TQTQ TQ

TQ

TQ

EARTH SLOPE 2H : 1V

10001200 5000

7200

3000

+ 32 @ 200 C/C ALT. TQ


SECTION AT C-C

EARTH SLOPE 2H : 1V

PACKED BOULDER600 mm. WELL BED LEVEL

10 T @ 150 C/CQ

10 T @ 150 C/CQ

10 T @ 200 C/CQ10 T @ 200 C/CQ

10 T @ 150 C/CQ

350 400 450

500

300

750


0

1200

250100


400

500

300

45035003500 11648

6049

3500 3500

7849

6049


BRIDGE DETAILS :- BR. No. 9, AT Km. 6/050, OF 1 x 6.0m. x 6.0m. BOX CULVERT






BALANCING CULVERT.















CE'S DRG. No.-







† ¶ ¶¹ ‡

ƒ› ‡ ‡ ¦´ • ¾

RITES /KOLKATA

¦ ƒ ‡ † ¶¾¾ © ‚ ‚

ƒ‡

‡ ¦ ¦ ¹ ‡¹

› ¶‡ ‡ ¶

ƒ›‡ ‡ ¶

¹¦ › ‡‡


RITES /KOLKATA.

Drawn By

GENERAL NOTES

5. FOR CONCRETE, SPECIFICATION REFER I.S. 456 -2000 & I.R.S. CONC. BRIDGE CODE. 4. LOADING STANDARD I.R.S. 25 TONNE LOADING OF 2008.






300

1200

11480

45°

SLOPE 2H : 1V

750

1500

300

2160 16

2054

0

900

500

300

11780

A

5.90 m.

R.L.0.000m

SM

BORE-LOG DETAILS

A GREYISH YELOW SILTY FINE TO MEDIUMSAND WITH GRAVLES, TRACES OF CLAYOBSERVED.

CB WEATHERED, TO FRESH, GREYISH WITHWHITISH ALTERNATED, STRONGQUARTZITE FRACTURED GNEISS.

1.40 m.

MET

AM

OR

PHIC

RC

OK


BRIDGE DETAILS :- BR. No.10, AT Km. 6/640, OF 1 x 6.0m. x 6.0m. BOX CULVERT (RUB)

GENERAL NOTES






BALANCING CULVERT.




















CE'S DRG. No.-







250

g2

g3

h


10 @ 200 along

10 @ 200 along

10 @100 C/C

along span



100

540

540

14292

100

540

f1

f2

c

d

b

e

20 @ 200 C/C

25 @ 100 C/C

20 @ 100 C/C

12 @ 100 C/C

25 @ 200 C/C

25 @ 200 C/C

250

2502445

2545250

7200

72002575 2575

7200

7200

a2


a1 25 @ 200 C/C

12 @ 200 C/C 25832583 7200


2595

25957200

100

100

100 100

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ


5850

11480 14372



SLOPE 2H : 1V

C.L. OF BRIDGE


C.L. OF TRACK No. 1


C.L. OF TRACK No. 2

450



6000

R.C.C. (M-35)A

B

SCALE 1:100

650

650

750

300

6725

A

A

X

20 mm. GAP

225

450

6000

650

14372

650

R.C.C. (M-35)

TOP PLAN

6000

BB

TO JO

Y C

HA

ND

IPA

HA

R S

TN.

PLA

NT

C.L. OF BRIDGE


SCALE 1:100

Y

CC

3022

0

300

1200

R.C.C. (M-35)

11480


150 mm. Thk. W.C. M-25


688

5850


REP

EAT

SAM

E A

S O

NO

THER

SID

E O

F B

OX

R.C.C. (M-35)

600 x 600

225

650

HAUNCH

650

R.C.C. (M-35)

R.C.C. (M-35)

650

1000

600

SCALE 1:100

750 2.5:1 50

0

6000

300


d bars

'h' bars

a1 bars

g3 shear links

'h' bars

e bars


f1 bars

a1 bars

a2 bars

f1 bars

f2 bars

e bars


Haunch 600 x 600

SCALE 1:50

600

TH. W

ELL

HA

ND

PA

CK

ED

BO

ULD

ER

S


600

TH. W

ELL

HA

ND

PA

CK

ED

BO

ULD

ER

S

650

6000

650

7300

6506000650

7300

g3 shear links

'h' bars

SLOPE N

OT STEEPER THAN 1

: 1

BORE-LOG DETAILS


† ¶ ¶¹ ‡

ƒ› ‡ ‡ ¦´ • ¾

RITES /KOLKATA

¦ ƒ ‡ † ¶¾¾ © ‚ ‚

ƒ‡

‡ ¦ ¦ ¹ ‡¹

› ¶‡ ‡ ¶

45°

300

R.C.C. (M-35)

300

1200

11480

45°

300

20 mm. GAP

225

450

3500

3022

0

300

1200

11480

45°

300

300

1200

11480

45°

300

f2 bars

ƒ›‡ ‡ ¶



M-35

1200

550

225

c bars450 mm.

450

OPENING OF CULVERT

150

d bars

'h' bars



M-35 'h' bars875

225

650

a2 bars

225450

EARTH RETAINER

b bars

SAND FILLING

650

SCALE 1:50

5850

G.L. 161.405m.

6843

G.L. 161.405m.

6843




BA

CK

FIL

L M

ATE

RIA

L (G

W,G

P,SW

) GR

OU

P

32 @ 100 C/C

16 @ 100 C/C

600

TH. W

ELL

HA

ND

PAC

KED

BO

ULD

ERS

VA

RY

ING

649

0 TO

750

C.C.(M-25) COPING

100

100

16 @ 100 C/C

16 @ 100 C/C

ROAD LEVEL



1900


25 @ 100 C/C

900

1000

25 @ 100 C/C

POINT O

F VIEW BUT N

OT STEEPER THAN 1:1


N


16 @ 100 C/C


25 @ 100 C/C


25 @ 200 C/C

TQ

TQ

TQ

TQ

TQ

TQ

TQTQ TQ

TQ

TQ

EARTH SLOPE 2H : 1V

10001200 5000

7200

3000

+ 32 @ 200 C/C ALT. TQ


SECTION AT C-C

EARTH SLOPE 2H : 1V


10 T @ 150 C/CQ

10 T @ 150 C/CQ

10 T @ 200 C/CQ10 T @ 200 C/CQ

10 T @ 150 C/CQ

350 400 450

500

300

750


0

1200

250100


400

500

300

3500236

11480

SLOPE 2H : 1V

R.C.C. (M-35)

750

300

500

300

6000

3500 686686

¹¦ › ‡‡


RITES /KOLKATA.

Drawn By

688

343

4503500 236

343

FOOT PATH

FOOT PATHR

OA

D W

IDTH

2.5% 2.5%

40001000 1000

A

5.90 m.

R.L.0.000m

SMA GREYISH YELOW SILTY FINE TO MEDIUM

SAND WITH GRAVLES, TRACES OF CLAYOBSERVED.

CB WEATHERED, TO FRESH, GREYISH WITHWHITISH ALTERNATED, STRONGQUARTZITE FRACTURED GNEISS.

1.40 m.

MET

AM

OR

PHIC

RC

OK


3850

7080 13900

WITH CEMENT GROUTING300 TH. STONE PITCHING

150 TH. P.C.C. BASE COURSE (M-25)



SLOPE 2H : 1V

C.L. OF TRACK


H.F.L = 142.344m.

6000

13000

WITH SELECTED MATERIAL WELL COMPACTED0.450m. SOIL TO BE EXCAVATED & FILLED BACK

1572

CLEARANCE

FRE

E B

OA

RD 3500

150 TH. P.C.C. WEARING COURSE (M-25)

BED LEVEL 161.026m.

4000

R.C.C. (M-35)A

B

688

450

1000

2160

A

A

20 mm. GAP

225

450

4000

450

13900

450

R.C.C. (M-35)

TOP PLAN

B

B

TO J

OY

CH

AN

DIP

AH

AR

STN

.P

LAN

T

C.L. OF TRACK

U/S

Y225

450

WIT

H C

EM

EN

T G

RO

UTT

ING

300

TH. S

TON

E P

ITC

HIN

G

CURTAIN WALL

20 mm. GAP

2235

0

7080

300

300

300

WITH CEMENT GROUTING300 TH. STONE PITCHING

SLOPE 2H : 1V4290

750

1500

300

2160 16

2054

0

1000

4390

4525

7080

R.C.C. (M-35)

300


LOADING



M-35 (R.C.C.) , M-25 (P.C.C.)

142.344 m.


DISCHARGE 3.632 m / Sec.3


125

g2

g3

h1

g1barrell and10 @ 200 along

10 @ 200 along

10 @ 200 along

10 @100 C/C

along span

along spanbarrell and

along spanbarrell and

100

390 AN ANGLE 135°P = 10 Ø BEND AT

390

AN ANGLE 135°P = 10 Ø BEND AT

21640

100P = 10 Ø BEND AT390AN ANGLE 135°

f1

f2

c

d

b

e

12 @ 200 C/C

20 @ 100 C/C

16 @ 100 C/C

12 @ 200 C/C

20 @ 200 C/C

20 @ 200 C/C

125

1251320

1320125

4800

48002080 2080

4800

4800

a2


a1 20 @ 200C/C

12 @ 200 C/C 20842084 4800


1800

18004800

100

100

100 100

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

TQ

450

750

1500

300

1620

540

900

1500

45°

45°

R.C.C. (M-35)

6000

13200

3600

450

BA

CK

FIL

L M

ATE

RIA

L (G

W,G

P,S

W) G

RO

UP

16 @ 200 C/C 10 @ 100 C/C

600

TH. W

ELL

HA

ND

PA

CK

ED

BO

ULD

ER

S

VE

RR

YIN

G 4

290

TO 7

50

25301400 570

C.C.(M-25) COPING

100

100

12 @ 100 C/C

10 @ 200 C/C

300

10 @ 100 C/C

BED LEVEL

10 @ 200 C/C BOTHWAY

16 @ 200 C/C 150 TH. P.C.C. (M-25) BASE COURSE

1500


16 @ 100 C/C

4500

600

900

16 @ 200 C/C

POINT O

F VIEW BUT NOT STEEPER THAN 1:

1

SLOPE AS C

ONVENIENT FROM CONSTRUCTIO

N


3500

12 @ 100 C/C

WITH WELL COMPACTED SAND0.45m. SOIL TO BE EXCAVATED & FILLED BACK

16 @ 100 C/C


16 @ 100 C/C

TQ

TQ

TQ

TQ

TQ

TQ

TQ TQ

TQTQ

TQ

TQ

TQ

EARTH SLOPE 2H : 1V

DETAILS OF R.C.C. RETURN WALL

SCALE 1:50

SECTION AT C-C

EARTH SLOPE 2H : 1V

PACKED BOULDER600 mm. WELL

BED LEVEL

10 T @ 150 C/CQ

10 T @ 150 C/CQ

10 T @ 200 C/CQ

10 T @ 200 C/CQ10 T @ 150 C/CQ

350 400 450

1200

300

750


0

1200

300

100

0.450 m. SOIL TO BE EXCAVATED & FILLED BACKWITH WEL COMPACTED SAND


d bars

'h' bars

a1 bars

g3 shear links

'h' bars

e bars


f1 bars

a1 bars

a2 bars

f1 bars

f2 bars

e bars

'h' bars

g3 shear links


4900

450 4000 450

4900

450

4000

450

Haunch 400 x 400

SCALE 1:25

SLOPE N

OT STEEPER THAN 1

: 1

600

TH. W

ELL

HA

ND

PA

CK

ED

BO

ULD

ER

S


600

TH. W

ELL

HA

ND

PA

CK

ED

BO

ULD

ER

S

a1 bars

f2 bars

P.C.C. M-25


300

300

300 300

1620

540

900

SCALE 1:50


3850


M-35

1150

700

225

c bars0.450m.

450

OPENING OF CULVERT

150

d bars

'h2' bars

150 TH. P.C.C. WEARING COURSE (M-25)


M-35 'h1' bars675 22

545

0

a2 bars

225450

EARTH RETAINER

b bars

SAND FILLING

450

SCALE 1:50


BRIDGE DETAILS :- BR. No. 11, AT Km. 7/200, OF 1 x 4.0m. x 4.0m. BOX CULVERT.

GENERAL NOTES

OF BAR.14. DEVELOPMENT/ ANCHORAGE LENGTH OF BAR SHALL BE 46 D , WHERE D IS THE DIAMETER



22. SEPARATE WATERWAY CALCULATION ARE NOT PROVIDED AS IT IS BALANCING CULVERT.










RCC SURFACE COMING IN CONTACT WITH SOIL SHOULD BE PAINTED WITH BITUMEN OR

8. CONCRETE GRADE :- i) R.C.C. BOX ...........................................M-35 (DESIGN MIX.) ii) ALL R.C.C. WORK ................................M-35 (DISIGN MIX)

COALTAR OF APPROVED QUALITY @ 1.464 KG/SQM.

7. REINFORCEMENT SHALL BE HYSD BAR OF GRADE Fe 500 CONFORMING TO IS: 1786-1985 AND ALL

5. FOR CONCRETE, SPECIFICATION REFER I.S. 456-2000 & I.R.S. CONC. BRIDGE CODE.

4. LOADING STANDARD I.R.S. 25 TONNE LOADING OF 2008.

1. ALL DIMENSIONS ARE IN MILLIMETRES EXCEPT OTHERWISE STATED. 2. LEVELS ARE IN METRES.

12. LAPPING OF BARS SHOULD BE MINIMISED & ALL STAGGERED WHEREVER NECESSARYMINIMUM LENGTH OF LAP SHALL BE AS GIVEN IN IRS CONCRETE CODE 50 D FOR TORSTEEL, THE NUMBER & LOCATION OF LAP IS TO BE DECIDED AT SITE.


6. DESIGN CRITERIA :-

i) I.R.S. BRIDGE RULES.

ii) I.R.S. CONCRETE BRIDGE CODE.



CE'S DRG. No.-







¦ ƒ ‡ † ¶¾¾ © ‚ ‚

ƒ‡

› ¶‡ ‡ ¶

‡ ¦ ¦ ¹ ‡

¹

4290

4390

450

4422

1500

Y

WIT

H C

EM

EN

T G

RO

UTT

ING

300

TH. S

TON

E P

ITC

HIN

G

CURTAIN WALL

2235

0

7080300

300

1500

45°

45°

1500

3500

C.L. OF TRACK

3600

C.L. OF TRACK

x ¨ ® x ¨® ¤

®¨


P. Sinha Roy

RITES /KOLKATA

Drawn By:-

(CAD Operator)

¹ ¶ ¾ ‡‡

ƒ› ‡ ‡ ¦ ´‚ ‡ ¾

† ¶ ¶ ¹ ‡ƒ› ‡ ‡ ¦ ´ • ¾

A. Nandi (Mgr/C)Checked By:-

RITES /KOLKATA

450

122

A

5.00 m.

R.L.161.026 m.0.000m

SC

BORE-LOG DETAILS

A YELLOWISH BROWN CLAYEY FINE TOMEDIUM SAND WITH GRAVELS.

BB

0.70 m.

MEDIUM TO DENSE, GREYISH BTOWNSILTY FINE TO MEDIUM, COARSE SANDWITH GRAVELS AND CALCAREOUSNODULES MIXED. TRACES F CLAYOBSERVED OCCASIONALLY.

SM


150 mm. Thk. W.C. M-25

4000450


688

3850

0.450m. SOIL TO BE EXCAVATED & FILLED BACK WITH SELECTED MATERIAL WELL COMPACTED

RE

PE

AT

SA

ME

AS

ON

OTH

ER

SID

E O

F B

OX

R.C.C. (M-35)

400 x 400

225

450

HAUNCH

500

R.C.C. (M-35)

R.C.C. (M-35) 450

1500 90

060

0

SCALE 1:100

122

750 2.5:1

1200

4000

4472

300



BED LEVEL 161.026m.

450

+ 25 @ 200 C/C TQ

slope 2h : 1v - rites drg-01...weep holes of 75 Ø pvc/ac pipes @ 1000 c/c 875 m-35 'h'...

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