P10 P11 P12 P13 P14 P15 P16 P17

LONGITUDINAL ELEVATION OF PSC SEGMENTAL BOX GIRDER

P6 P7 P8 P9P5P4

LONGITUDINAL ELEVATION OF PSC SEGMENTAL BOX GIRDER

ARP2 P3P1

AL P1 P2 P3 P4 P5 P6 P7 P8 P9

N

P6 P7 P8 P9

TYPICAL MODULES OF EXTRADOSE PLAN(370.0M EXPANSION JOINT TO EXPANSION JOINT)

TYPICAL LONGITUDINAL ELEVATION OF EXTRADOSE

P3

P2 P3

TYPICAL LONGITUDINAL ELEVATION OF BALANCED CANTILEVER

TYPICAL MODULES OF BALANCED CANTILEVER PLAN(220.0M EXPANSION JOINT TO EXPANSION JOINT)

SECTIONAL ELEVATION OF ANCHOR PIER(BALANCED CANTILEVER)

(P1,P2,P4,P5,P19 &P20 )

SECTIONAL VIEW 1 - 1TYPICAL CROSS SECTION AT ABUTMENT LOCATION

ELEVATION OF ABUTMENTTYPICAL CRASH BARRIER WITH STEEL HAND RAIL DETAILS

PIER PILE FOUNDATION PLAN (P3)

PIER PILE FOUNDATIONPLAN(P7,P8,P10,P11,P13,P14,P16 & P17) PIER PILE FOUNDATION PLAN (P1,P2,P4,P5,P6,P9,P12,

P15,P18,P19 & P20)

PILE FOUNDATION FOR ABUTMENT (AL & AR)

REVISIONS CLIENT: PROJECT:

TITLE:

DRAWING NO:

DATE

REV.NO

SHEET

SCALE

NH / DPR /SHARAVATHI / IIIE / STR / GAD / GEN - 01

REFERENCE :

DESIGN CONSULTANT :

PUBLIC WORKS. PORTS & INLAND WATERTRANSPORT DEPARTMENT, NATIONALHIGHWAYS GOVERNMENT OF KARNATAKA

GENERAL ARRANGEMENT DRAWING OF RIVER BRIDGE ACROSS OFSHARAVATHI RIVER ( BALANCED CANTILEVER PSC SEGMENTAL BOXAND EXTRA DOSED PSC SEGMENTAL BOX GIRDER BRIDGE)

KEY PLAN

1. ALL DIMENSIONS ARE IN mm. UNLESS OTHERWISE MENTIONED. ONLY

WRITTEN DIMENSIONS ARE TO BE FOLLOWED.NO DIMENSION IS TO BE

SCALED.

2. THE DESIGN AND CONSTRUCTION SHALL CONFORMING TO THE

FOLLOWING:

3. IRC 112 -2011 : CODE OF PRACTICE FOR CONCRETE

ROAD BRIDGES.

4. IRC: 5 - 1998 (SEC1) : GENERAL FEATURES OF DESIGN

5. IRC: 6 - 2014 (SEC II) : LOADS AND STRESSES

6. IS:1343 - 1980 : CODE OF PRACTICE FOR REAFFIRMED

1999 PRESTRESSED CONCRETE

7. IRC:78 - 2014 (SEC VII) : FOUNDATIONS AND

SUBSTRUCTURES

8. IS: 14268 - 1995 : LOW RELAXATION STRANDS

9. IRC:83 (PART III) -2002 : POT, POT-CUM-PTFE,

PIN & METALLIC GUIDE BEARINGS

CLEAR COVER TO REINFORCEMENT

PIER AND PIER CAP : 50 mm

ABUTMENT, ABUTMENT CAP, PILE & PILE CAP : 75 mm

BEARING PEDESTAL : 40 mm

PRE CAST PSC `BOX' GIRDERS : 40 mm

CRASH BARRIERS : 40 mm

DIRT WALL : 75 mm

APPROACH SLAB : 50 mm

10. ALL UNTENSIONED REINFORCEMENT SHALL BE GRADE DESIGNATION

Fe-550D HAVING YIELD STRENGTH OF 550 Mpa, CONFORMING TO

IS:1786 STANDARD.

11. BACK FILLING SHALL CONSIST OF SELECTED EARTH CONFORMING TO

20KN/Cum.

12. 65mm THICK WEARING COURSE SHALL BE PROVIDED.

13. THE DIMENSIONS AND LEVELS SHOWN IN THIS DRAWING ARE

TENTATIVE. FOR DETAILS REFER RESPECTIVE STRUCTURAL &

HIGHWAY DETAILED DRAWINGS.

14. THE CONCRETE SHALL BE DESIGN MIX AND 28 DAYS CHARACTERISTIC

STRENGTH FOR VARIOUS COMPONENTS SHALL BE AS UNDER

15. PSC SEGMENTAL BOX GIRDER : M60

SUB STRUCTURE

FOR ABUTMENT : M50

FOR PIER : M50

CRASH BARRIER : M60

APPROACH SLAB : M60

PCC LEVELING COURSE : M20

16. THIS STRUCTURE LIES IN SEISMIC ZONE-III.

17. TEMPORARY SUPPORT FOR SEGMENT WILL BE ACCORDING TO

STANDARD NORMS

NOTES

TOWARDS AMBARGODLU TOWARDS KALASAWALLI

KALASAWALLI

AMBARGODLU

CONSULTANCY SERVICES FOR PREPARATION OF DETAILEDPROJECT REPORT FOR "CONSTRUCTION OF BRIDGE ACROSSSHARAVATHI BACKWATERS BETWEEN AMBARGODLU-KALASAWALLIIN SAGAR TALUK, SHIMOGA DISTRICT"