16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

C.L. OF ROAD WAY

M M
26500 TOTAL LENGTH BOX
3000 3000 750 5500 2000 FOOTHPATH 1500 3500 3500 1500 2000 FOOTHPATH 5500 750 5000 6000
3
STONE APRON FLOOR APRON SEPARATOR SLIP ROAD CUM DRAIN CARRIAGWAY CARRIAGWAY CUM DRAIN SLIP ROAD SEPARATOR FLOOR APRON STONE APRON

PEDESTRIAN RAIL
L L
F.R.L 595.657 2.50% F.R.L 595.520 2.50% F.R.L 595.645 2.50% F.R.L 595.520 2.50% F.R.L 595.657
500

856

857

882
U/S 500 D/S

2:1 SLO
PE PE
SLO 2:1

4106

4133
WEEP HOLES 100Ø

250
K 1.0m c/c HORI. & VERTI K

3000
1000mm THK.
STONE APRON 1000mm THK.
I.L591.551 SLOPE 1:1000 I.L591.538 I.L591.525 STONE APRON

J J
COMPACTED EARTH 100THK. P.C.C. (M:10)

300
CURTAIN WALL
COMPACTED EARTH CURTAIN WALL
TYPE-II SECTION `A-A' TYPE-I
SCALE 1:120

I I
C.L OF ROAD WAY B

2:1 2:1

TO MURRUM

LENGTH OF RETAINING WALL

LENGTH OF RETAINING WALL

STONE PITCHING
STONE PITCHING

H H

5929
5889
1.5:1

1.5:1
20 mm EXP

20 mm EXP
JOINT

JOINT
D/S
G 600mm THK. G
FILTER MEDIA

U/S

FLOOR APRON
FLOOR APRON
1000mm THK.

1000mm THK.
STONE APRON

STONE APRON
F
250
CURTAIN WALL TYPE-lI

TOE WALL

A A

TOE WALL
F 500 500
3000

CRASH BARRIER CRASH BARRIER

250

CURTAIN WALL TYPE-I

E

E
20 mm EXP

20 mm EXP
600mm THK.
LENGTH OF RETAINING WALL

LENGTH OF RETAINING WALL

D
JOINT

JOINT
FILTER MEDIA

STONE PITCHING
STONE PITCHING

TO VIJYAPURA
5889

5929
1.5:1

1.5:1
C

2:1 2:1
C PLAN B
SCALE 1:120
7305 26500 TOTAL LENGTH BOX 7358 B
LENGHT OF PITCHING LENGHT OF PITCHING

B
PROJECT : CLIENT: EPC CONTRACTOR: AUTHORITY ENGINEER: PROOF CONSULTANT: SAFETY CONSULTANT: DESIGN CONSULTANT: APPROVED BY: A.S. TITLE: GENERAL ARRANGEMENT DRAWING OF T
Widening to 2 lane with paved shoulder from BOX CULVERT
km.0+000 to 102+310 (Design Chainage ) of SIZE: 1X3X2
CHECKED BY: N.G.
NH-548B I.e. Murrum (Maharastra Border)- IB Circle CH:100+045
(Bijapur) Section In The State Of Karnataka On EPC
Mode DESIGNED BY: A.G.
A
GEO DESIGNS & RESEARCH PVT LTD.
A PUBLIC WORKS DEPARTMENT B-10 KRISHNA IND. ESTATE, DRAWN BY: M.T
RAVI INFRABUILT PROJECTS LIMITED CIVILARCC ENGINEERING AND MATTEST ENGINEERING SERVICES
GOVERNMENT OF KARNATAKA OPP. B.I.D.C GORWA ESTATE,
PROJECT CONSULTANT VADODARA - 390 016 SCALE: DATE : REV. A3
DATE REV. DESCRIPTION OF REVISIONS BY AS SHOWN 31-05-2024 DRG NO.GAD/14/02/024/1X3X3./100+045 R0
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

(a) 500 1) GENERAL:

C.L BOX CULVERT A) ALL DIMENSIONS ARE IN MILLIMETER & LEVELS ARE IN METER UNLESS OTHERWISE
F.R.L. 195
M 175 SPECIFIED. M
B) WRITTEN DIMENSIONS SHALL NOT BE SCALED FORM THE DRAWING.
5929(R.H.S) 5889(L.H.S) 20 mm. 20 mm. 5929(R.H.S) 5889(L.H.S) C) DESIGN CRITERIA:
LENGTH OF RETAINING WALL EXP. GAP EXP. GAP LENGTH OF RETAINING WALL FILLING SIDE THE DESIGN IS ACCORDING TO THE FOLLOWING CODES.
a. IRC: 78-2014
b. SP: 13-2004
100mm DIA. WEEP HOLES c. IRC: 6-2017
1.0m c/c (STAGGERED d. IRC: 112-2020
L L
D) THE DESIGN ARE APPLICABLE FOR ''SEVERE'' CONDITIONS OF EXPOSURE.

1100
VERTICALLY & HORIZONTALLY)

882
E) THE STRUCTURE DESIGN FOR:

(H1)
(a) FOR 3 LANE DESIGN:ONE LANE OF IRC CLASS 70R FOR EVERY TWO LANES
WEEP HOLES 100Ø 100Ø DRAIN PIPE
WITH ONE LANES OF CLASS "A" ON THE REMAINING LANE OR THREE LANES OF
1.0m c/c HORI. & VERTI
CLASS "A"

250
4106 (LHS)

4106 (LHS)
4133(RHS)

4133(RHS)
SL

250
F) FRL IS CONSIDERED AS PER PLAN & PROFILE. KINDLY VERIFY THE SAME BEFORE
OP 1 5
E1 250 :1. STARTING EXECUTION OF WORK. IF ANY DISCREPANCY OCCURS KINDLY INFORM
:1. E1 600mm THK.
OP

100
K 5 FILTER MEDIA TO ENGINEER FIRST. K
250 SL

3000
E) INVERT LEVEL OF TOP SURFACE OF BOTTOM SLAB SHALL BE 300mm (MIN.) BELOW
LOWEST BED LEVEL.
3000

856
RETAINING WALL RETAINING WALL 2) REINFORCEMENT:
A) GRADE: Fe500D CONFORMING TO IS:112-2020 & MORTH SECTION 1000.

300
G.L. B) WELDING OF REINF. BARS SHALL NOT BE PERMITTED.
C) BENDING OF REINF. BARS SHALL BE AS PER IS:2502

250
TOP SLAB
3) CONCRETE GRADE:
J J
A. BOX CELL STRUCTURE, RETAINIG WALL M:30

(H2)
2
DETAIL AT '3' B. P.C.C,LEVELING COURSE M:10

(f)
C. CURTAIN WALL PCC M:15

(g)
SCALE 1:25

(e)
BOT.F.L. 4) EXPANSION JOINT:
* EXPANSION JOINT SHALL BE USED IN ACCORDANCE WITH SECTION 2600 OF
SECTION `B-B' 150THK. P.C.C. (M:15 )
MORTH LATEST REVISION.
SCALE 1:100 (d) (b) (c) * THE 20MM GAPS SHALL BE FILLED WITH SUITABLE TYP OF
I .29 ASPHALTIC/BITUMINOUS BOARD AS PER MORTH. I
150
C/S OF RETAINING WALL
89 150
5) LAP LENGTH FOR M-30 GRADE OF CONCRETE SHALL BE:
U-TYPE WALL
9+9 9 a. 57 x BAR DIA. FOR FAVORABLE BOND CONDITION.
200 750mm THK. STONE APRON
200
PC: b. AT PARTICULAR LOCATION LAPPING OF BAR SHALL NOT BE GREATER THAN 50%.
6) ANCHORAGE LENGTH FOR M-30 GRADE OF CONCRETE SHALL BE:
U-TYPE WALL MH

a. 40 x BAR DIA. FOR FAVORABLE BOND CONDITION.

750mm THK. STONE APRON
MH
450

7) CLEAR COVER:
100
750

RUM
a) CLEAR COVER FOR EARTH FACE STRUCTURAL COMPONENT= 70mm

450
H H
+00
300

125 b) INSIDE FACE STRUCTURAL COMPONENT = 45mm

750

100THK. P.C.C (M:10) 125

0 c) BOTTOM RAFT = 70mm

MUR
300
8) ANY LOOSE POCKETS/VOIDS AT FOUNDING LEVEL WILL BE REMOVED. COMPACTED
450

100THK. P.C.C (M:10) AND FILLED WITH GRANULAR MATERIAL/PCC M:15 AS DECIDED BY ENGINEER.
125
2500

9) BACKFILL MATERIAL BEHIND END WALL SHALL BE SELECTED SOIL HAVING

2000

450

150 150 125

D/S
MH

PROPERTIES AS C=0Kg/Sq.m.,Ø=30°,DENSITY OF EARTH FILL ɣ=20KN/M³. IT

MH

SHALL BE CONFIRM WITH IRC-78:2014.

750

G
P.C.C (M:15) 425 425
CUL
CUL

G
10) MAXIMUM BASE PRESSURE 15.0 T/m².

PRO . SIZE HAINAG

CURTAIN WALL

EXIS OSED
CUL
CUL

P.C.C (M:15)

PRO ING CH DGE DE

11) BED LEVEL SHOULD BE CHECKED WITH GAD BEFORE EXECUTION AT SITE. IF ANY
800

EXIS ERT/B
CURTAIN WALL DISCREPANCY FOUND, IMMEDIATELY BROUGHT INTO THE NOTICE OF DESIGN

CUL
U/S

P. S
450 450 ENGINEER FOR NECESSARY MODIFICATION IN THE DRAWING.

T
550

P
CUL

12) 100mm DIA. G.I/PVC PIPES AS WEEP HOLES ARE TO BE PROVIDED AT 1000mm C/C.

T
V
CUL

100THK. P.C.C. (M:10) MH

MH
(STAGGERED VERTICALLY & HORIZONTALLY)

I
URA

Z
100THK. P.C.C. (M:10) 100 1300 100 13) FILTER MEDIA SHOULD BE PROVIDED IN ACCORDANCE TO CLAUSE 2504.2.2 OF F

E
F MOST SPECIFICATIONS.
100 1650 100

& TY E:
CROSS SECTION OF CURTAIN WALL TYPE-II 14) IN PRESENCE OF SOIL WITH AGGRESIVE SOIL CONDITION, THE CONCRETE FACES IN

& TY
C
VIJA
CONTACT WITH EARTH SHALL BE PROTECTED WITH APPROVED PAINT COATING AS
CROSS SECTION OF CURTAIN WALL TYPE-I

R
[UP STREAM SIDE]

A
DECIDED BY THE ENGINEER-IN-CHARGE.

I
P

I
[DN STREAM SIDE] * IN CASE OF STRUCTURE FOUNDED ON ERODIBLE SOIL IS ONLY REQUIRED TO BE E

N
SCALE 1:50

P
E

A
PROTECTED AGAINST SCOUR BY FLOOR PROTECTION WORKS COMPRISING OF RIGID
MH
MH

SCALE 1:50
MH

:
MH

GE: AIL (RE

PI C FLOORING WITH CURTAIN WALLS AND FLEXIBLE APRON. IF STRUCTURE IS FOUNDED
ON NON ERODIBLE STRATA DOES NOT REQUIRED PROTECTION AGAINST SCOUR.

E: 1 8+550
E

SE
100 **FOR REINFORCEMENT DETAIL OF BOX CELL STRUCTURE REFER DRG

T
+10

1
NO.REINF./14/02/024/1x3x2/01.

5
D

X
H.

TO
0

1
3

0
250

0
FEN

m
:1

0
600 mm THK.
FEN

.2m
100

+
FILTER MEDIA
250

U
0

TOP SLAB 300

BOX IPE CUL

045
0

CONSTRUCTION JOINT
100

T
+

C
184

DAT

300
D HAUNCH PCC M15 GRADE

P
BED LVL.

O
150x150 FEN
CONCRETE

U
C

N
HAUNCH
.78

L
150x150

300
STR
300 300

VER ERT
A

INVERT LEVEL
100

CONSTRUCTION JOINT
100

300

600 mm THK.
BASE SLAB

300
T

U
FILTER MEDIA 150

C
C 250

T
900

ION)
150THK. P.C.C. (M:15)
4.63 18 TYPICAL SECTION OF TOE WALL
100+ SCALE 1:50 B
DETAIL AT `1' DETAIL AT `2' Mid:
SCALE 1:25 SCALE 1:25
B
PROJECT : CLIENT: EPC CONTRACTOR: AUTHORITY ENGINEER: PROOF CONSULTANT: SAFETY CONSULTANT: DESIGN CONSULTANT: APPROVED BY: A.S. TITLE: GENERAL ARRANGEMENT DRAWING OF
Widening to 2 lane with paved shoulder from BOX CULVERT
km.0+000 to 102+310 (Design Chainage ) of
CHECKED BY: N.G.
SIZE: 1X3X2
NH-548B I.e. Murrum (Maharastra Border)- IB Circle
(Bijapur) Section In The State Of Karnataka On EPC
Mode DESIGNED BY: A.G.
A
GEO DESIGNS & RESEARCH PVT LTD.
A PUBLIC WORKS DEPARTMENT B-10 KRISHNA IND. ESTATE, DRAWN BY: M.T
RAVI INFRABUILT PROJECTS LIMITED CIVILARCC ENGINEERING AND MATTEST ENGINEERING SERVICES
GOVERNMENT OF KARNATAKA OPP. B.I.D.C GORWA ESTATE,
PROJECT CONSULTANT VADODARA - 390 016 SCALE: DATE : REV. A3
AS SHOWN 31-05-2024 DRG NO.GAD/14/02/024/1X3X3/100+045/02
DATE REV. DESCRIPTION OF REVISIONS BY R0
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
 GENERAL NOTES

0.3a (Typ.) A 0.3a (Typ.)

A 1. PLEASE REFER GENERAL ARRANGEMENT DRAWING FOR ANY OTHER DETAILS (GAD).
2. JOINTS OR LAPPING OF BARS SHALL BE SUITABLY STAGGERED AS PER I.R.C. 112-2020.
5 250 3. CONCRETE GRADE FOR : BOX CELL STRUCTURE M:30

250
200(TYP.) 8 11 5 200(TYP.) CRASH BARRIER M:40
4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SPECIFIED.
2
1a 5. GRADE: Fe550D FBEC STEEL CONFORMING TO IRC:112-2020 & MORTH SECTION 1000.
0.15b (Typ.)

0.15b (Typ.)
13 6. LAP LENGTH FOR M-30 GRADE OF CONCRETE SHALL BE:
11a A. 77 x BAR DIA. FOR FAVORABLE BOND CONDITION.

0.3b (Typ.)
6 + 7
6 22 B. 111 x BAR DIA. FOR UN-FAVORABLE BOND CONDITION.
0.3b (Typ.)

0.3b (Typ.)
9 9
8a 8a 2a C. AT PARTICULAR LOCATION LAPPING OF BAR SHALL NOT BE GREATER THAN 50%.
2a 2a 10 7. ANCHORAGE LENGTH FOR M-30 GRADE OF CONCRETE SHALL BE:
0.15a 4
A. 55 x BAR DIA. FOR FAVORABLE BOND CONDITION.
3 + 4
B. 79 x BAR DIA. FOR UN-FAVORABLE BOND CONDITION.
8a 8a 8. CLEAR COVER:

300
5 3000(a) 5 CLEAR COVER TO ANY REINFORCEMENT BAR SHALL BE AS PER FOLLOWING DETAILS:
13
13 A. AT EARTH FACE :75mm

3000(b)
30
0.3a (Typ.) B. OTHER FACE / WATER SIDE FACE :45mm
1a
22 22 LEGEND
2 + 2a
DETAIL - B
2a + 2 250 250
TOP FACE BARS /OUTER FACE BARS
1a 1a
0.15b (Typ.)

0.15b (Typ.)
BOTTOM FACE BARS /INNER FACE BARS
0.3b (Typ.)

0.3b (Typ.)
2a 2a TOTAL LENGTH OF BOX
10 12 10 8 11
4 4
1a 3 +4

250
300

6 + 7 11a

0.15a 1 0.15a 0.3a (Typ.)

12a 1a
B 30 0.3a (Typ.)
A 0.3a (Typ.)
30 8 11
5
200(TYP.)
2a + 2 5
4043000,32
REINFORCEMENT DETAILS FOR SINGLE CELL BOX CULVERT

250
7 + 6
11a 6

0.3b (Typ.)
8a 9
13
13

22
3 4 CENTER OF SYMMETRY 1a 1 7 6 CENTER OF SYMMETRY 8a 8 22
5 + 2a
2
8a
0.15a(Typ.) 0.15a(Typ.)
250
12 3 + 4
DETAIL - A

300
12a 12a 12 12 11a 11a 11 11

^12@200c/c
30 12a 1
^10@200c/c
SECTION 'A-A'
^12@200c/c
^12@200c/c

0.3a(Typ.) 0.3a(Typ.) 0.3a(Typ.) 0.3a(Typ.)

^10@200c/c
^10@200c/c

^12@200c/c
300
312

TOP SLAB
BOTTOM SLAB REINFORECEMENT PLAN TOP SLAB REINFORECEMENT PLAN
( bar mark 30 not shown for clarity)
TYP. CRASH BARRIER

SAFETY CONSULTANT: DESIGN CONSULTANT: APPROVED BY: A.S. TITLE:

PROJECT : CLIENT: EPC CONTRACTOR: AUTHORITY ENGINEER: PROOF CONSULTANT:
Widening to 2 lane with paved shoulder from
CHECKED BY: N.G.
REINFORCEMENT ARRANGEMENT DRAWING
km.0+000 to 102+310 (Design Chainage ) of BOX CULVERT AT CH.: 100+045
NH-548B I.e. Murrum (Maharastra Border)- IB Circle
(Bijapur) Section In The State Of Karnataka On EPC DESIGNED BY: A.G.
Mode
GEO DESIGNS & RESEARCH PVT LTD.
PUBLIC WORKS DEPARTMENT MATTEST ENGINEERING SERVICES B-10 KRISHNA IND. ESTATE, DRAWN BY: M.T
RAVI INFRABUILT PROJECTS LIMITED
A3 420X297

GOVERNMENT OF KARNATAKA CIVILARCC ENGINEERING AND OPP. B.I.D.C GORWA ESTATE,

PROJECT CONSULTANT VADODARA - 390 016 SCALE: DATE : REV. A3
DATE REV. DESCRIPTION OF REVISIONS BY AS SHOWN 19-06-2024 R0