7300

1500

DECK SLAB 500

PARAPET AS/DESIGN

APP. SLAB 300

P.C.C. 150( M10)

500

BED LVL

300

WEEP HOLE 100#@1500 C/C

75 THK. WEARING COAT

M 25 CONC.EXP. JOINT 2015

00

SAND FILLING 300

P.C.C. 150 (M10)

35000

?????????????

HO

LES@

1500

C/C

1200

500

1200

500

KERB

CUT OFF WALL

ELEVATION

1/2 DECK REMOVED PLAN 1/2 TOP PLAN

8300

WATER DEPTH

STEE

L R

AIL

ING

DEC

K S

LAB

500

1500

H.F

.L

>

WEA

RIN

G C

OA

T 75

TH

.

SAN

D F

ILLI

NG

300

TH

K.

RA

FT S

LAB

600

TH

K.

500

SEC

TIO

NA

T A

-A

70007000 7000 7000 7000

PIER PIER800800 800 800ABUTMENT

1750

800

500

600

1750 6200 8006200 8006200 8006200 6200 1750

3000

WA

TER

DEP

TH

500

H.F.L.

550

150

1200

15055

0

1100

400

WEEP HOLE 100#@1500 C/C

P.C.C. 150( M10)

WEEP HOLE 100#@1500 C/C

P.C.C. 150 (M10)

ABUTMENT

1750

1750

400

800 800

TYP SECT C-C FOR PIER

TYP SECT B-B FOR ABUTMENT

12#@150C/C

12#@150C/C

16#@150C/C16#@150C/C

P.C.C M10.

12#@120C/C

16#@135C/C

12#@120C/C

16#@150C/C

12#@150C/C

16#@150C/C

600

150

AS/

DET

AIL

400 400

800

500

550

150

500 550

300

400400

600

150

1750

P.C.C M10.

DECK

500

20 MM EXPANSION JOINT

20 MM EXPANSION JOINT

RAFT

12#@120C/CBoth ways

550

300

750

RAFT 600

150

150

1500

1500

EXISTING G.L.

300550

150

1200

150 55

0

1200

TYP SECT D-D FOR RAFT CUT OFF WALL

300

RAFT 600TH

12#@150C/C

APP SLAB

150

7300

?????????????

@15

00C

/C

1200

500

1200

500

800800

550

150 12

00

P.C

.C. 1

50 (M

10)

500

300

300

SAND

SAND

A

A

C C

PIER

AB

UTM

ENT

BB

D

D

550

150

1200

P.C

.C. 1

50 (M

10)

APP. SLAB 300OVER 150 P.C.C. M10

BED LVL

300

75 THK. WEARING COAT

M 25 CONC.

35000

SECTIONAL ELEVATION(REINF. DEAILS)

70007000

800

3000

550

1200

400

EXISTING G.L.

1200

39900

1100

39900

16501700

750 750 750

a b

a b

b a

c d

a c

b c

a+a a+a

b+bc b

10# 1 NO 10# 1 NO

550750 b

a+a

c

PROJECT:-

PROPOSED

6.0 M WIDE BRIDGE INJANESHWAR MISHRA PARKAT LUCKNOW

NOTES:-

1. ALL DIMENSIONS ARE IN M.M. UNLESS OTHERWISE SPECIFIED. 2. ONLY FIGURED DIMENSIONS ARE TO BE FOLLOWED AND NOT THE SCALED DIMENSIONS. 3. ALL HOOKS AND OVERLAPS SHOULD BE AS PER I R C: 21-2000 4. THE CLEAR COVER TO ANY REINFORCEMENT BAR NEAREST TO THE CONC. SURFACE INCLUDING STIRRUPS AND BINDERS SHALL BE 40 MM FOR DECK SLAB ,ABUTMENT,PIER AND 75 MM FOR RAFT SLAB. 5. CONC. MIX IN DECK SLAB, APPROACH SLAB- ABUTMTNT, PIER AND RCC RAFT OF M25 SHALL CONFORM TO RELEVANT I.R.C. CODES. 6. MAXIMUM NOMINAL SIZE OF COARCE AGGREAGATE SHALL BE 20MM. 7. HIGH YIELD STRENGTH DEFORMED BARS Fe415 SHALL CONFORM TO I.S.1786.1985 8. THE DESIGN IS SAFE FOR 8.00T/SQ.M OR MORE BEARING CAPACITY OF THE SOIL SUBGRADE. FOR LOWER BEARING CAPACITY DESIGN MAY BE AMMENDED ACCORDINGLY. 9. PROPERLY BRACED STEEL SHUTTERING MAY BE USED.10. CALCULATION OF DISCHARGE, HYDRAULIC- DESIGN PROTECTION WORK AND FIXATION OF SPAN MAY BE CARRIED OUT AS PER RELEVANT I.R.C.CODES OR ON THE BASIS OF EXISTING STRUCTURE AT SIDE OR UPSTREAM AND DOWN STREAM OF SIDE.11. DESIGNS ARE FOR CLASS A & 70 R LOADINGS BASED ON RELEVANT IRC ANDM.O.R.T.H. CODES.12. THE DESIGN IS APPLICABLE FOR MENTIONED ROAD WIDTH AND LENGTH OF THE BRIDGE,ANY DEVIATION IN THE WIDTH AND LENGTH REQUIRE SEPERATE DESIGN.

400 400

ab

ab

400

300

450

1500

?????????????

HO

LES@

1500

C/C

AB

UTM

ENT

400

300

400

300

12#4 NOS

12#4 NOS

10#@220C/C

TYP SECTFOR KERB SECT AT E-E

STEEL RAILING

600

900

400 400

7000

800

750 750

b a

c d

a c

c

a+a

b+b b

10# 1 NO 10# 1 NO

7000

800

750 750

b a

c d

a c

c

a+a

b+b b

10# 1 NO 10# 1 NO

7000

800

750 750

b a

c d

a c

c

a+a

b+b b

10# 1 NO 10# 1 NO

a c

c b+b

b a

c d10# 1 NO 10# 1 NO

600

3000

6300

1.

SPACINGOF BAR

DIA. OFBAR

TYPE OFBAR

SR.NO

2.300 a

b1010

300300

TH. OFSLAB

1.

SPACINGOF BAR

DIA. OFBAR

TYPE OFBAR

SR.NO

2. 500ab

20

12

110160

TH. OFSLAB

3. c 10 200

1.

SPACINGOF BAR

DIA. OFBAR

TYPE OFBAR

SR.NO

2. 600a

b

200270

THK. OFSLAB

3. c4.5.

2020

SCHEDULE OF RIENFORCEMENT FOR APPROACH SLAB

SCHEDULE OF RIENFORCEMENT FOR DECK SLAB

SCHEDULE OF RIENFORCEMENT FOR RAFT SLAB )

15010

4. d 10 200

REMARKS

REMARKS

REMARKS

3050

E

E

AS/

DET

AIL

DRAWING NO:

DATE:

SCALE:

REVISION:

NORTH:

DRAWN BY:

CHECKED BY:

ARCH CONSULTANT:-

15-03-2014

N.T.S.

CLIENT:-

LUCKNOW DOVELOPMENT AUTHORITYLUCKNOW

CONTRACTOR:-

SOMA ENTERPRISE LTDLUCKNOW

DRG TITLE:-

STR DETAILS OF ORNAMENTAL- BRIDGE NO-1

STR CONSULTANTBHAVYAKRATI2/113, VIKRANT KHAND -2GOMTI NAGAR LUCKNOW-226010M: 9236723845E-MAIL :bhavyakrati@gmail.com; bhavyakrati@yahoo.com

WEEP HOLE 100#@1500 C/C WEEP HOLE 100#

@1500 C/C

6300

TYP DETAILS OF KERB( SECT AT E-E)

17501750

1500

WELLCOMPACTED EARTH

WELLCOMPACTED EARTH

WELLCOMPACTED EARTH

WELLCOMPACTED EARTH

1700 1700 1700 1700 1700 17001700170017001700