Br.No.396(1x18.3+2x12.

20m)
℄ OF MAIN TRACK. ℄ OF PROP. TRACK.

ARAKU STATE HIGHWAY KORAPUT

@KM.117/1-2(117.030)
6000 6000
Railway Boundary

14750
RAIL PROPOSED RAIL LEVEL:100.700m 350

36.0m
LEVEL:100.700m

738
Drain
FORMATION LEVEL FORMATION LEVEL LEVEL:99.962m
LEVEL:99.962m
BOUNDARY

450 450 EXTG. LHS No.392A KRDL

800
150

150
RAILWAY

EXISTING 'U' TYPE WING

KTV ℄ OF MAIN TRACK. 185.0m (DARLIPUT)
PROPOSED ROAD LEVEL:95.162 (GORAPUR)
WALL HEIGHT GAUGE
'U' TYPE WING WALL 12.90M
1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 500 500 250 C.L OF PROPOSED TRACK
HEIGHT GAUGE 115 115 115 115
500 22.0m 22.0m
14 15 16 17

4350
4350

4350
4300

4200
4500 500 500 PROPOSED Prop. Drain

42.0m
EXTENSION OF LHS
900 7000 M-20
RETURN WALL 500
350 550
500 500
KEY PLAN
800

800
150TH WEARING COURSE ROAD LEVEL:95.162m 500 (Not to Scale )
ROAD LEVEL:95.162

250 150
500 500 SAND FILLING 150 Railway Boundary
600 450 450
PROP. ROAD 500 1500
CONCRETE ROAD
MINIMUM 100THK 1000 600 LEVEL:95.162 500 900 1000 3350
'U' TYPE WING WALL
300
150
EXISTING RCC BOC 250TH PRECAST CONCRETE SLAB M25 25mm CLEAN JOINT BOTTOM SLAB THICK
500
300
1100
300
CROSS SECTION OF
AS PER RDSO DRG. NO. RDSO/B-10153 NOTES:-
1850
7900
150
3550 CROSS DRAIN RETURN WALL
7900
(SCALE - 1 : 50 )
250
250
250

250
250
250
350

1. ALL DIMENSIONS ARE IN MILLIMETRE

250TH PRECAST CONCRETE SLAB M25
AS PER RDSO DRG. NO. RDSO/B-10153 2. CONCRETE GRADE .
3350

250

150
i) ALL R.C.C WORKS - M 35 (DESIGN MIX)

500

500

500

350

500

500

500

500
500
500
RETURN WALL
800
X Y ii) ALL M.C.C WORKS - M 20

PROP. DRAIN

WALL(M-25)
350 3. ALL REINFORCEMENT ARE OF HYSD OF TMT OF BARS

250TH PRECAST CONCRETE

℄ OF PROP. TRACK.

RETURN
DRAIN

4000
OF GRADE FE-500'D" CONFORMING TO IS 1786-2008.

SLAB M25 AS PER RDSO

DRG. NO. RDSO/B-10153
150TH SAND
RETURN WALL

TYPE WING WALL

4. LOADING - 25T AXLE LOADING-2008

FILLING
PROPOSED 'U'

450x450mm
HUNCH-
900 7000 KRDL ℄ OF MAIN TRACK. 7900
(DPC) ING
5. EXPOSURE CONDITION : SEVERE
' TY PE W
ED 'U
14750 PROP
OS 6. THIS BRIDGE IS EXECUTED BASED ON APPROVED GAD NO
Haun WA L L
ch Ba
tter
Haun
c h Batte
r
DRG.NO. BR/CON/178/2022

FORMATION LEVEL LEVEL:99.962m

PROPOSED RAIL LEVEL:100.650m
450 450 450

150TH WEARING COURSE

7. THIS BRIDGE IS EXECUTED BASED ON RDSO DRG. No. 10153/3

HEIGHT GAUGE
HEIGHT GAUGE

PROP. ROAD LEVEL:95.162

450x450mm
8. IT IS HERE BY CERTIFIED THAT THE NEW RCC BOX OF BRIDGE IS

450
HUNCH-
1500 1500 1500 1500 1900

450
1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500

7500
RESTS ON FIRM/NON ERODABLE STRATA
4000

4000

4000
4000 9. IT IS CERTIFIED THAT THE EXISTING BRIDGE IS CHECKED FOR ANY
ADDITIONAL LOAD COMING FROM PROPOSED TRACK AND FOUND THAT THERE
4350
IS NO ADDITIONAL LOAD ON EXISTING BRIDGE COMING FROM PROPOSED TRACK.
10. SBC OF SOIL IS 28t/m : FOUNDATION PRESSURE : 18t/sqm
450 450 450
350
Haun 11. APRON AND DROP/CURTAIN WALL PROVIDED AS PER ARTICLE 20 OF
atter ch Ba
Hau nch B tter
SP-13 - IRC-2004 AND IR SUBSTRUCTURE AND FOUNDATION CODE.
25mm CLEAN JOINT
12. REFERENCE L-SECTION : REVISED L-SECTION DRG.NO:
KTV
(GPJ)

CE/C-I/VSKP/K-K LINE/LS/GPJ-DPC/2023 SHEET NO.:-1/2

Prop.Sump with CROSS DRAIN 13. APPROVAL OF CAO/C BBS FOR USING NON STANDARD RCC BOX VIDE LR No.
pump house

RETURN WALL W/01/DY.CE/C/I/KTV-KRPU/Non-standard/Minor Br. NOTE. Dtd on . 19.04.2024

CUM BASE

4000
Elevated Drain towards

4000
as per site condition
SLAB
RETURN WALL
250
250
250

250
250
250
350

CUM BASE SLAB

4900
450 4000 450

450

500
500
500
500

500

500

350

500

500

500
800
DEVIATIONS STATEMENT
350

350

250
(D Srinivasa Rao)

150
3350
'e' -bars

BACK FILL MATERIAL

Sl.NO. AS PER GAD MODIFICATIONS REMARKS CE/C-I/VSKP
BACK FILL MATERIAL
to be provide as per Box/Bank ht.

`b' bars
'g' -bars
`e' bars
`f1' bars 1 RCC BOX SEGMENTS 5No.s RCC BOX SEGMENTS 7No.s AS PER SITE CONDITIONS CERTIFIED THAT THE WORK HAS BEEN
450

4100- 7500
Return Wall Ht.

`g3' shear links EXECUTED AS PER THIS COMPLETION DRAWING

'i-1' - Shear Links SCHEDULE OF REINFORCEMENT OF BOX
4500

5400
'j' -hook 'j' -hook LEGEND:-
1. PROPOSED WORK SHOWN IN RED TYPE DIA OF BARS IN mm
4500
5400

Weep holes 75 Ø PVC-PIPE @ 1000 c/c SHAPE & DIMENSION

2. EXISTING WORK SHOWN IN BLACK & SPACING IN mm
'k'-bars 'h'-bars ALIGNMENT 1: `f2' bars
1 1735 (K V R SHARMA) (B SRINIVASA RAO) (RAJEEV KUMAR)

5300
Haunch- 'd'-bars 4000 1 1: a1 20 Tor @ 200 C/C AXEN/C-II/ARK DY CE/CON/VSKP
450x450
450 ROD
`d' bars SSE(W)/C/VSKP
300 X 300 HAUNCH
450 1735
150Th. Wearing Course 150 TH. WEARING COURSE
450

TYPE DIA OF BARS IN mm SHAPE

RCC (M-35) 550
450

1918

1918
& SPACING IN mm & DIMENSION
M-35 a2 12 Tor @ 200 C/C 4800
4900 1400

Varies
'c'-bars a1 20 TOR @ 200 C/C
'i-2' - Shear Links LEVELING COURSE
PCC M-20

Cross Section of 'U' Type Return Wall

DETAILS OF SEGMENT `g2' shear links
141 `c' bars c 20 TOR @ 200 C/C 20 Tor @ 100 C/C
( end of Boxes on either side ) Varies b 4800
LOADING STANDARD- 25T-2008
d 25 TOR @ 150 C/C Varies

1918
1918
c 20 Tor @ 200 C/C

Varies
400

400

'e' -bars
e 10 TOR @ 150 C/C 4800
DRG.NO.CPM/I/VSKP/KTV-KRPU/LHS/392A/2023
d 4800
to be provide as per Box/Bank ht.

'g' -bars
g 10 TOR @ 150 C/C Length(-)100 25 Tor @ 100 C/C
CHAMFERING TO BE DONE
8mm@ RCC TOP COVER
FOR EPOXY GROUTING EAST COAST RAILWAY

5300
300c/c 150mm THIK h 12 TOR @ 150 C/C Length(-)100
300 300
e 12 Tor @ 200 C/C
4000- 7500 ( CONSTRUCTION )
Return Wall Ht.

290

100
100

10 TOR @ 150 C/C

7 610
'i-1' - Shear Links i-1

610
9 EXG.BRIDGE 1x4.0x4.5M R.C.C. BOX
'j' -hook
15
10mm@ 75mm dia 'j' -hook 100
150c/c weep holes @ f1,f2 25 Tor @ 200 C/C
BR.NO. 392A

97
610
Drain depth PRO.BRIDGE 4.0x4.5M R.C.C. BOX
440

1000 c/c Weep holes 75 Ø PVC-PIPE @ 1000 c/c i-2 10 TOR @ 300 C/C Along length & 300 C/C

15
upto 1.5m(max) 100
as per site condition 610 LOCATION 115/14-15
150 150 'k'-bars 'h'-bars Along Barrel Along span 120
PLAN SHOWING THE PROPOSED EXTENSION OF LHS No.392A OF RCC BOX
218

Haunch- 'd'-bars g1 370

400x400 f1,f2 25 TOR @ 150 C/C 10 Tor @200 C/C 200 C/C 120 SIZE 4.0mx4.50m AT KM.115/14-15 BETWEEN GORAPUR - DARLIPUT STATIONS
18

120
09

150Th. Wearing Course 218

g2 10 Tor @200 C/C 200 C/C 370 IN CONNECTION WITH DOUBLING BETWEEN KTV - KRPU OF KK LINE
RCC (M-30) 550 120
751

655

370
600 900 600 J 32 TOR 4 Nos g3 10 Tor @200 C/C 200 C/C

120
120
'i-2' - Shear Links 'c'-bars LEVELING COURSE

COMPLETION DRAWING
751

PCC M-20
(NOT TO SCALE) Cross Section of 'U' Type Return Wall h 10 Tor @ 200 C/C BARREL LENGTH - 100
(TENTATIVE) ( end of Boxes on either side )
SCALE : 1 : 100 / 50