client: dimension details of rcc...

NOTE:-1. ALL DIMENSIONS ARE IN MM. WRITTEN DIMENSIONS ARE TO BE FOLLOWED.2. THE DESIGN IS IN ACCORDANCE WITH IRC AND IS CODES. .3. GRADE OF CONCRETE:

PILE - M40PILE CAP, ABUTMENT, DIRTWALL - M35SEISMIC ARRESTOR , PEDESTAL, RETURN WALL , RETAINING WALL - M35DECK SLAB, CRASH BARRIER - M40APPROACH SLAB - M30

GIRDER -M304. GRADE OF REINFORCEMENT STEEL SHALL BE Fe-500 D CONFORMING TO IS : 1786.5. CLEAR COVER TO ANY REINFORCEMENT SHALL BE a) FOUNDATIONS AND IN CONTACT WITH SOIL -75MM b) AT ALL OTHER LOCATIONS -40MM6. PEDESTAL THICKNESS VARIES WITH THICKNESS OF BEARING.7. 600 TH. FILTER MEDIA BEHIND ABUTMENT SHALL BE PROVIDED AS PER PARA 2.1 OF APPENDIX - 6 OF IRC:78.8. 100 DIA WEEP HOLES IN ABUTMENTS & RETURN WALLS NOT EXCEEDING ONE METRE SPACING IN BOTH DIRECTIONS SHALL BE PROVIDED ABOVE LWL.9. BACK FILLING SHALL CONSIST OF SELECTED EARTH

CONFORMING TO APPENDIX : 6 OF IRC : 78-2014

10. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH FINAL HIGHWAY PLAN AND PROFILE DRAWINGS, ALL LEVELS GIVEN IN DRAWING SHALL BE VERIFIED BEFORE EXECUTION AT SITE.11. FOR SUPERSTRUCTURE, WEARING COAT, EXPANSION JOINT, & DRAINAGE SPOUT REFER STANDARD MOST DRG.12. CONSIDERATIONS FOR DESIGN: SEISMIC ZONE - V, MAY BE CHECKED/CONFIRMED WITH LOCAL AUTHORITY BEFOR

EXECUTION AND IMPORTANCE FACTOR - 1.013. PITCHING FOR SLOPE PROTECTION MAY BE PROVIDED AS PER SITE REQUIREMENT14. PITCHING FOR SLOPE PROTECTION MAY BE PROVIDED AS PERPROVISIONS OF IRC 89:

NO STONE WEIGHT LESS THAN 40 kg SHALL BE USED. WHERE THE REQUIRED SIZE STONES ARE NOT ECONOMICALLYAVAILABLE, CEMENT CONCRETE BLOCKS OR STONES IN WIRE CRATES MAY BE USED IN PLACE

OF ISOLATED STONES OF EQUIVALENT WEIGHT. CEMENT CONCRETE BLOCKS WILL BE PREFERRED WEHEREVER PRACTICABLE.FILTER SHALL CONSIST OF SOUND GRAVEL , STONE, JHAMA(OVERBURNT) BRICK BALLAST AND COARSE SAND.

15. STRIP SEAL TYPE EXPANSION JOINTS OF PROVEN QUALITY SHALL BE PROVIDED AS PER IRC : SP:69-2005.16. PILES SHALL BE BORED CAST-IN-SITU SHALL BE AS PER RECOMMENDATION OF SUB-SOIL INVESTIGATION REPORT. LOAD CARRYING CAPACITY OF PILES SHALL BE VERIFIED WITH INITIAL LOAD TEST.17. POT/PTFE BEARING SHALL BE PROVIDED UNDER EACH LONGITUDINAL GIRDER OF SUPER STRUCTURE DESIGN AND MANUFACTURING OF BEARINGS SHALL BE DONE AS PER STIPULATIONS MADE IN IRC:83 (PART-III) 2002.18. SIZE OF POT/PTFE BEARING SHALL BE AS PER MANUFACTURE DESIGNS.19. THIS DRAWING IS INDICATIVE ONLY. THE DETAIL DESIGN/DRAWING SHALL BE PREPARED BY CONCESSIONAIRE FOR EXECUTION

IRCON INFRASTRUCTURE& SERVICES LIMITED

Client:

INFRA & SERVICES

Consultant:

R.D.Mishra

DevellaSatyanarayana

VikasGupta

C.K.Nayar

Revision

Date March:- 2013

R 1 Drawn by Designed by Checked by Approved by

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Drawing No:-MINISTRY OF EXTERNAL AFFAIRS NEW DELHI

A2 As Shown

Scale :-

DIMENSION DETAILS OF RCC SUPERSTRUCTURE

MYANMAR/KALETWA-ZORINPUI/ MNB/10+360/201


Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


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A2 As Shown

Scale :-

REINFORCEMENT DETAILS OF PRECAST R.C.C BEAM



Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


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A2 As Shown

Scale :-

END DIAPHRAGM DETAILS

MYANMAR/KALETWA-ZORINPUI/MNB/10+360/203


Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


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-


A2 As Shown

Scale :-

REINFORCEMENT DETAILS OF DECK SLAB



Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


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A2 As Shown

Scale :-

DETAILS OF BEARINGS


1. ALL DIMENSIONS ARE IN mm, AND LEVELS IN METRES UNLESS OTHERWISE MENTIONED.ONLY WRITTEN DIMENSIONS ARE TO BE TO BE FOLLOWED.

2. CONCRETE SHALL BE DESIGN MIX WITH A MINIMUM 28 DAYS CHARACTERISTIC STRENGTHOF 35 MPa FOR SUBSTRUCTURE & FOUNDATION AND M35 FOR BEARING PEDESTAL. OF 35MPa FOR SUBSTRUCTURE & FOUNDATION AND M35 FOR BEARING PEDESTAL.

3.SHALL BE ENSURED.

4. EARTH FILLING IN THE FOUNDATION TRENCH AS WELL AS FOR THE APPROCHEMBANKMENT SHALL BE CARRIED OUT UNIFORMALY IN THE ENTIRE WIDTH OFSTRUCTURE, SO THAT EFFECTS OF DIFFERENTIAL EARTH PRESSURE ARE KEPT TOMINIMUM. ALL THE EARTH WORK SHALL BE PROPERLY COMPACTED AS PER MORTH & HSPECIFICATIONS. FOR EASY COMPACTION,QUARRY SPALLS MAY BE USED.

5. WEEP HOLES SHOULD BE PROVIDED ABOVE THE GROUND LEVEL IN FRONT WALL, ENDCANTILEVER RETURN,SIDE WALL ON UP STREAM SIDE AS PER MORTH & HSPECIFICATIONS. SPACING BETWEEN WEEP HOLES SHALL BE 1 M VERTICALLY & 2 MHORIZONTALLY REGULARLY STAGGERED.

6. THE SAFE BEARING CAPACITY OF SOIL SHALL NOT BE LESS THAN 45 T/Sq.m THE SAMESHALL BE ENSURED AT SITE.


Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


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A2 As Shown

Scale :-MYANMAR/KALETWA-ZORINPUI/MNB/10+360/206

DIMENSION DETAILS OF COUNTERFORTABUTMENT AND FOUNDATION AT CH:10+360

(SHEET 1 OF 2)

1. ALL DIMENSIONS ARE IN mm, AND LEVELS IN METRES UNLESSOTHERWISE MENTIONED. ONLY WRITTEN DIMENSIONS ARE TO BE TOBE FOLLOWED.

2. THE LOCATION OF JACKS FOR LIFTING OF THE SUPERSTRUCTURES TOREPLACE BEARINGS ETC. IS SHOWN THUS . THIS SHALL BEDISTINCTLY ETCHED FOR EASY IDENTIFICATION ON THE END CROSSGIRDERS AND ABUTMENT CAPS.


Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

DIMENSION DETAILS OF COUNTERFORTABUTMENT AND FOUNDATION AT CH:10+360


(SHEET 2 OF 2)


Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :- MYANMAR/KALETWA-ZORINPUI/ MNB/10+360/208

REINFORCEMENT DETAILS OF COUNTERFORTABUTMENT AND FOUNDATION AT CH:10+360

(SHEET 1 OF 2)


Client:

INFRA & SERVICES

Consultant:

R.D.Mishra


VikasGupta

C.K.Nayar

Revision

Date March:- 2013


-

-


A2 As Shown

Scale :-

REINFORCEMENT DETAILS OF COUNTERFORTABUTMENT AND FOUNDATION AT CH:10+360


(SHEET 2 OF 2)

client: dimension details of rcc...

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