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

CL OF ROADWAY LENGTH OF
TOTAL LENGTH OF PIPE RUBBLE MASONRY/P.C.C M15 JOINT S
M ADDITIONAL SHOULDER CARRIAGEWAY L.H.S. CARRIAGEWAY R.H.S. SHOULDER ADDITIONAL 100 mm DIA PVC PIPE M

0.35T
LENGTH OF PIPE LENGTH OF PIPE 1 m C/C AT ABOVE CUSHION

THICKNESS
OF PIPE
TO ITAWA A TO KANCHANWADI 10
U/S 300mm THK. DRY STONE 1
D/S F.R.L L.H.S CAMBER% F.R.L CAMBER% F.R.L R.H.S REVETMENT OVER 400

0.35T
2:1 FILTER GRANULAR MATERIAL
R 2:1 2:1 4

(K2)
BACKING 150mm THICK

(K3)
R

K1
1
L L

600
200
2
2 1 12 0.30T

200

2890 TOTAL HEIGHT OF HEADWALL

1

INTERNAL
H

1200

120
2500

120

H
DETAIL OF PIPE JOINT

250

DIA
I.L L.H.S I.L SLOPE 1:1000 I.L R.H.S

1500

120
3000
K COMPACTED GRANULAR K
SECTION AT-'2-2'

300
300

300mm THK. DRY STONE MATERIAL

1200
PITCHING FOR APRON SCALE 1:100

PILLAR FOR INSCRIBING STRUCTURE NUMBER IN BRICK

300mm THK. DRY STONE MASONRY IN C:M 1:3 OR COURSED RUBBLE MASONRY
REVETMENT OVER IN CM 1:3 OR P.C.C. M20
FILTER GRANULAR MATERIAL
BACKING 150mm THICK
J J
2:1

650
120
2:1 CL OF ROADWAY L.H.S. R.H.S.

400

TO ITAWA
3
I.S.I CLASS N.P.4 PIPE
400
(M:15)
150

2:1
2:1

1 1450 P.C.C LEVELING COURSE

200
TOTAL LENGTH OF HEADWALL

150
120
1550 TYPICAL DRAWING

LENGTH OF HEADWALL
I I
D/S U/S DETAIL AT 'A'

TO KANCHANWADI
PROPOSED
2500
1200

PIPE CULVERT

120
2 2
300mm THK. STONE PITCHING
DRY STONE
PITCHING 300
FOR APRON 150 mm THK.
H I.S.I CLASS N.P.4 PIPE FILLER MATERIAL H

200
AS PER IS-458
2:1

2:1
400

300
BED LVL. SCHEMATIC KEY PLAN (N.T.S)
400

1 3
PCC M15 GRADE
2:1 150 CONCRETE
2:1

300
G NOTES G
PLAN 1. ALL DIMENSIONS ARE IN MILLIMETERS & LEVELS ARE IN METERS UNLESS
SCALE 1:100 OTHERWISE MENTIONED. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. NO
7520 TOTAL LENGTH OF HEADWALL
DIMENSION SHALL BE SCALED.

300
400 C.OF
L PIPE 2. ALL PIPES FOR NEW CONSTRUCTION SHALL BE OF NP4 CLASS TYPE CONFORMING
C.C. PILLAR M15 TO I.S 458
900 3. PIPES SHALL BE JOINTED BY INTERNAL FLUSH JOINT AS PER IS 458 & AS PER THE F
500

F DETAILS GIVEN IN SECTION 2906 OF MORTH SPECIFICATION OF ROAD AND BRIDGE

F.R.L TYPICAL SECTION OF TOE WALL WORKS. JOINTING SPACE SHALL BE FILLED WITH CEMENT MORTAR OF
SCALE 1:25 PROPORTION 1:2 OF CEMENT & SAND
500

4. LENGTH OF EACH PIPE HAS BEEN CONSIDERED AS 2.5m LENGTH HAS BEEN E
PROPOSED AT THE END TO MEET THE REQUIREMENT OF PART LENGTH OF PIPE.
5. FRL CAMBER / SUPER ELEVATION SHALL BE VERIFIED WITH THE HIGHWAY PLAN,
K2/K3

400 PROFILE AND CROSS SECTION DRAWINGS. DISCREPANCY, IF ANY FOUND IS TO BE

E I.S.I CLASS N.P.4 PIPE BROUGHT TO THE NOTICE OF DESIGN CONSULTANT FOR NECESSARY
AS PER IS-458
MODIFICATION IN THE DRAWING. D
C.C. PILLAR M15
6. ANY LOOSE/UNSUITABLE SOIL FOUND BELOW THE PIPE/HEAD WALL. THE SAME
2890 TOTAL HEIGHT OF HEADWALL

500

SHALL BE REPLACED WITH THE SAND OR COMPACTED GRANULAR MATERIAL AS

ROAD LEVEL DIRECTED BY ENGINEER-IN-CHARGE.
7. AGGREGATE SIZE SHALL BE AS PER MORT&H SPECIFICATION.
500

SLO 120 120 8. COMPACTED SOIL OF CBR 8% SHOULD BE USED AS CUSHION MATERIAL.
D PE
2:1 2:1 9. FLOOR APRON IS REQUIRED ONLY WHERE STRATA IS SCOURABLE.
200 1200 PE
200 SLO 10. 100 mm DIA. PVC PIPE SHALL BE PROVIDED ABOVE CUSHION AS PER SITE C
CONDITION FOR NATURAL FLOW OF WATER.
120 11. DETAILS OF PIPE CULVERT AS PER IRC SP: 13-2022.
120
BED L.V.L 1200 12. GRADE OF CONCRETE FOR :
200
PCC HEAD WALL- M:20
BED LVL ENCASING PCC HADEWALL M-20
C
I.S.I CLASS N.P.4 PIPE
PCC M:20 AS PER IS-458 IMP NOTES
1. ENSURE INVERT LEVEL AND FLOW DIRECTION ON SITE BEFORE EXECUTION. IF ANY DISCREPANCY
PCC M:20 FOUND, IMMEDIATELY BROUGHT INTO THE NOTICE OF DESIGN ENGINEER FOR NECESSARY
B
MODIFICATION IN THE DRAWING.
PCC LEVELLING COURSE
SECTION AT '3-3' SECTION AT '1-1'
2. IF ANY CHANGE MADE IN APPROVAL OF PLAN & PROFILE LEVELS. THEN THERE MUST BE CHANGE
IN LEVEL OF GAD.
SCALE-1:100 SCALE-1:100
B
PROJECT : CLIENT: EPC CONTRACTOR: AUTHORITY ENGINEER: PROOF CONSULTANT: SAFETY CONSULTANT: DESIGN CONSULTANT: APPROVED BY: A.S. TITLE: GENERAL ARRANGEMENT DRAWING
OF TYPICAL SINGLE ROW PIPE
Widening with Construction of CHECKED BY: M.M CULVERT WITH ENCASING (TCS- 2)
Concrete road of
Ahmednagar Road to Paithan Road PART-1
(four laning of linkroad) and DESIGNED BY: M.M
Kanchanwadi Satara Devlai Road A
MDR -79 Km 0/000 to 33/000 Dist. STUP Consultants Pvt. Ltd.
A Chhatrapati Sambhajinagar; GNI INFRASTRUCTURE Ltd. INERTIA ENGINEERING SOLUTIONS SAI GEOTECHNICAL LAB
MAHARASTRA STATE J/V 300 B, KADAMBAN FLAT, GEO DESIGNS & RESEARCH PVT LTD. DRAWN BY: S.C.
GN HOUSE,SATARA OPP. GOVT. PRESS, SSS A-13, Basement "Panchratna
INFRASTRUCTURE DEOLAI PARISAR CH. SHAMBHAJI FP Project Management Building", Subhanpura, B-10 KRISHNA IND. ESTATE, OPP. B.I.D.C
DEVELOPMENT Consultancy Services Pvt. Ltd.
RAMJI MANDIR POLE, KOTHI
GORWA ESTATE, VADODARA - 390 016 SCALE: DATE : DRG NO.GAD/15/02/037/TYP. PIPE/01 REV. A3
NAGAR MAHARASTRA-431010 VADODARA - 390001 Vadodara - 390016
CORPORATION, LTD. DATE REV. DESCRIPTION OF REVISIONS BY AS SHOWN 12-04-2025 SH- 01 OF 02 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

M M

L L

K K

J J

I I

H H

G G

F
F

B
PROJECT : CLIENT: EPC CONTRACTOR: AUTHORITY ENGINEER: PROOF CONSULTANT: SAFETY CONSULTANT: DESIGN CONSULTANT: APPROVED BY: A.S. TITLE: GENERAL ARRANGEMENT DRAWING
OF TYPICAL SINGLE ROW PIPE
Widening with Construction of CHECKED BY: M.M CULVERT WITH ENCASING (TCS- 2)
Concrete road of
Ahmednagar Road to Paithan Road PART-1
(four laning of linkroad) and DESIGNED BY: M.M
Kanchanwadi Satara Devlai Road A
MDR -79 Km 0/000 to 33/000 Dist. STUP Consultants Pvt. Ltd.
A Chhatrapati Sambhajinagar; GNI INFRASTRUCTURE Ltd. INERTIA ENGINEERING SOLUTIONS SAI GEOTECHNICAL LAB
MAHARASTRA STATE J/V 300 B, KADAMBAN FLAT, GEO DESIGNS & RESEARCH PVT LTD. DRAWN BY: S.C.
GN HOUSE,SATARA OPP. GOVT. PRESS, SSS A-13, Basement "Panchratna
INFRASTRUCTURE DEOLAI PARISAR CH. SHAMBHAJI FP Project Management Building", Subhanpura, B-10 KRISHNA IND. ESTATE, OPP. B.I.D.C
DEVELOPMENT Consultancy Services Pvt. Ltd.
RAMJI MANDIR POLE, KOTHI
GORWA ESTATE, VADODARA - 390 016 SCALE: DATE : DRG NO.GAD/15/02/037/TYP. PIPE/01 REV. A3
NAGAR MAHARASTRA-431010 VADODARA - 390001 Vadodara - 390016
CORPORATION, LTD. DATE REV. DESCRIPTION OF REVISIONS BY AS SHOWN 12-04-2025 SH- 02 OF 02 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
9560 TOTAL LENGTH OF HEADWALL
CL OF ROADWAY
TOTAL LENGTH OF PIPE 400
M M
ADDITIONAL SHOULDER CARRIAGEWAY L.H.S. CARRIAGEWAY R.H.S. SHOULDER ADDITIONAL
C.C. PILLAR M15

500
LENGTH OF PIPE LENGTH OF PIPE C.
L OF PIPE
TO ITAWA A TO KANCHANWADI 300mm THK. DRY STONE F.R.L R.H.S
D/S F.R.L L.H.S CAMBER% F.R.L CAMBER% F.R.L R.H.S REVETMENT OVER
U/S

500
2:1 FILTER GRANULAR MATERIAL
R 2:1 BACKING 150mm THICK

(K2)
(K3)

K1
120
R
L L

K3/K2
2 2
1 1

200
1200
H
300

2500

120

H
250
I.L L.H.S I.L SLOPE 1:1000 I.L R.H.S
2040 C/C DESTANCE
3000 1500 BETWEEN PIPE
COMPACTED GRANULAR

2890 TOTAL HEIGTH OF HEAD WALL

300
K MATERIAL SECTION AT-'2-2' K
300mm THK. DRY STONE
PITCHING FOR APRON SCALE 1:110 120
120 120 120
300mm THK. DRY STONE I.S.I CLASS N.P.4 PIPE
REVETMENT OVER AS PER IS-458
FILTER GRANULAR MATERIAL PILLAR FOR INSCRIBING STRUCTURE NUMBER IN BRICK
MASONRY IN C:M 1:3 OR COURSED RUBBLE MASONRY SLO
BACKING 150mm THICK P E2 2:1
IN CM 1:3 OR P.C.C. M20 :1 PE
1200 600 1200 200 SLO
J 2:1 2:1 200 J
3
CL OF ROADWAY

400

280
2:1

1 400
200

2:1
120

250
150
D/S U/S COMPACTED GRANULAR MATERIAL

TOTAL LENGTH OF HEAD WALL

3880
I I
2500 1200

120
2040 C/C DISTANCE
2 2
300mm THK. PCC LEVELLING COURSE

OF PIPE
DRY STONE STONE PITCHING SECTION AT '3-3'
600

PITCHING
FOR APRON 300 SCALE-1:50
150 mm THK.
2500
1200
120

FILLER MATERIAL
120

H H

300
400 I.S.I CLASS N.P.4 PIPE BED LVL.
PCC M15 GRADE
2:1

AS PER IS-458
200

CONCRETE

2:1
400

300
LENGTH OF
1 JOINT S
150 3
G G

0.35T
2:1 2:1
NOTES

THICKNESS
OF PIPE
300
10 1. ALL DIMENSIONS ARE IN MILLIMETERS & LEVELS ARE IN METERS UNLESS
PLAN 1
OTHERWISE MENTIONED. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. NO
SCALE: 1-110

0.35T
4 DIMENSION SHALL BE SCALED.
1 2. ALL PIPES FOR NEW CONSTRUCTION SHALL BE OF NP4 CLASS TYPE CONFORMINGF
900
TO I.S 458
F 400
C.C. PILLAR M15 TYPICAL SECTION OF TOE WALL 12 0.30T
3. PIPES SHALL BE JOINTED BY INTERNAL FLUSH JOINT AS PER IS 458 & AS PER THE

INTERNAL
400 DETAILS GIVEN IN SECTION 2906 OF MORTH SPECIFICATION OF ROAD AND BRIDGE
SCALE 1:25

DIA
2:1 DETAIL OF PIPE JOINT WORKS. JOINTING SPACE SHALL BE FILLED WITH CEMENT MORTAR OF
500

PROPORTION 1:2 OF CEMENT & SAND E

F.R.L L.H.S 4. LENGTH OF EACH PIPE HAS BEEN CONSIDERED AS 2.5m LENGTH HAS BEEN
600
200

PROPOSED AT THE END TO MEET THE REQUIREMENT OF PART LENGTH OF PIPE.

2890 TOTAL HEIGHT OF HEADWALL
500

E
5. FRL CAMBER / SUPER ELEVATION SHALL BE VERIFIED WITH THE HIGHWAY PLAN,
PROFILE AND CROSS SECTION DRAWINGS. DISCREPANCY, IF ANY FOUND IS TO BE
K3/K2

BROUGHT TO THE NOTICE OF DESIGN CONSULTANT FOR NECESSARY D

2040 C/C DISTANCE I.S.I CLASS N.P.4 PIPE MODIFICATION IN THE DRAWING.
120

AS PER IS-458 L.H.S. R.H.S. 6. ANY LOOSE/UNSUITABLE SOIL FOUND BELOW THE PIPE/HEAD WALL. THE SAME
OF PIPE

TO DEVLAI
SHALL BE REPLACED WITH THE SAND OR COMPACTED GRANULAR MATERIAL AS
1200

120 DIRECTED BY ENGINEER-IN-CHARGE.

120 120
D 120 7. AGGREGATE SIZE SHALL BE AS PER MORT&H SPECIFICATION.
8. COMPACTED SOIL OF CBR 8% SHOULD BE USED AS CUSHION MATERIAL.
TYPICAL DRAWING C
9. FLOOR APRON IS REQUIRED ONLY WHERE STRATA IS SCOURABLE.
1200 600 1200 200 10. 100 mm DIA. PVC PIPE SHALL BE PROVIDED ABOVE CUSHION AS PER SITE
200

TO KANCHANWADI
PROPOSED CONDITION FOR NATURAL FLOW OF WATER.
650
120

PIPE CULVERT 11. DETAILS OF PIPE CULVERT AS PER IRC SP: 13-2022.
12. GRADE OF CONCRETE FOR :
280

I.S.I CLASS N.P.4 PIPE

C PCC HEAD WALL- M:20
(M:15) ENCASING PCC HADEWALL M-20
250

P.C.C LEVELING COURSE

1450 IMP NOTES
150

COMPACTED GRANULAR MATERIAL 1550 1. ENSURE INVERT LEVEL AND FLOW DIRECTION ON SITE BEFORE EXECUTION. IF ANY DISCREPANCY B
SECTION AT '1-1' DETAIL AT 'A'
FOUND, IMMEDIATELY BROUGHT INTO THE NOTICE OF DESIGN ENGINEER FOR NECESSARY
SCALE-1:50 SCHEMATIC KEY PLAN (N.T.S) MODIFICATION IN THE DRAWING.
2. IF ANY CHANGE MADE IN APPROVAL OF PLAN & PROFILE LEVELS. THEN THERE MUST BE CHANGE
B IN LEVEL OF GAD.
PROJECT : CLIENT: EPC CONTRACTOR: AUTHORITY ENGINEER: PROOF CONSULTANT: SAFETY CONSULTANT: DESIGN CONSULTANT: APPROVED BY: A.S. TITLE: GENERAL ARRANGEMENT DRAWING
OF TYPICAL DOUBLE ROW PIPE
Widening with Construction of CHECKED BY: M.M CULVERT WITH ENCASING (TCS- 2)
Concrete road of
Ahmednagar Road to Paithan Road PART-1
(four laning of linkroad) and DESIGNED BY: M.M
Kanchanwadi Satara Devlai Road A
MDR -79 Km 0/000 to 33/000 Dist. GNI INFRASTRUCTURE Ltd. STUP Consultants Pvt. Ltd.
A Chhatrapati Sambhajinagar; MAHARASTRA STATE INERTIA ENGINEERING SOLUTIONS SAI GEOTECHNICAL LAB
J/V 300 B, KADAMBAN FLAT, GEO DESIGNS & RESEARCH PVT LTD. DRAWN BY: S.C.
INFRASTRUCTURE GN HOUSE,SATARA A-13, Basement "Panchratna
FP Project Management OPP. GOVT. PRESS, SSS B-10 KRISHNA IND. ESTATE, OPP. B.I.D.C
DEVELOPMENT DEOLAI PARISAR CH. SHAMBHAJI RAMJI MANDIR POLE, KOTHI Building", Subhanpura, DRG NO.GAD/15/02/037/TYP. PIPE/01
CORPORATION, LTD. NAGAR MAHARASTRA-431010 Consultancy Services Pvt. Ltd. VADODARA - 390001 Vadodara - 390016 GORWA ESTATE, VADODARA - 390 016 SCALE: DATE : REV. A3
DATE REV. DESCRIPTION OF REVISIONS BY AS SHOWN 12-04-2025 SH- 01 OF 02 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

M M

L L

K K

J J

I I

H H

G G

F
F

B
PROJECT : CLIENT: EPC CONTRACTOR: AUTHORITY ENGINEER: PROOF CONSULTANT: SAFETY CONSULTANT: DESIGN CONSULTANT: APPROVED BY: A.S. TITLE: GENERAL ARRANGEMENT DRAWING
OF TYPICAL DOUBLE ROW PIPE
Widening with Construction of CHECKED BY: M.M CULVERT WITH ENCASING (TCS- 2)
Concrete road of
Ahmednagar Road to Paithan Road PART-1
(four laning of linkroad) and DESIGNED BY: M.M
Kanchanwadi Satara Devlai Road A
MDR -79 Km 0/000 to 33/000 Dist. GNI INFRASTRUCTURE Ltd. STUP Consultants Pvt. Ltd.
A Chhatrapati Sambhajinagar; MAHARASTRA STATE INERTIA ENGINEERING SOLUTIONS SAI GEOTECHNICAL LAB
GN HOUSE,SATARA J/V 300 B, KADAMBAN FLAT, GEO DESIGNS & RESEARCH PVT LTD. DRAWN BY: S.C.
INFRASTRUCTURE OPP. GOVT. PRESS, SSS A-13, Basement "Panchratna
DEVELOPMENT DEOLAI PARISAR CH. SHAMBHAJI FP Project Management Building", Subhanpura, B-10 KRISHNA IND. ESTATE, OPP. B.I.D.C
NAGAR MAHARASTRA-431010 Consultancy Services Pvt. Ltd.
RAMJI MANDIR POLE, KOTHI
GORWA ESTATE, VADODARA - 390 016 SCALE: DATE : DRG NO.GAD/15/02/037/TYP. PIPE/01 REV. A3
CORPORATION, LTD. VADODARA - 390001 Vadodara - 390016
DATE REV. DESCRIPTION OF REVISIONS BY AS SHOWN 12-04-2025 SH- 02 OF 02 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

CL OF ROADWAY
M TOTAL LENGTH OF PIPE 400 M
ADDITIONAL SHOULDER CARRIAGEWAY L.H.S. CARRIAGEWAY R.H.S. SHOULDER ADDITIONAL C.C. PILLAR M15
LENGTH OF PIPE 400

500
LENGTH OF PIPE C.OF
L PIPE
TO ITAWA A TO KANCHANWADI ROAD LEVEL 2:1
D/S F.R.L L.H.S CAMBER% F.R.L CAMBER% F.R.L R.H.S 300mm THK. DRY STONE

500
U/S REVETMENT OVER
2:1

600
2:1

200
R FILTER GRANULAR MATERIAL

(K2)
(K3)

K1
120
2040 C/C DISTANCE

K2/K3
R BACKING 150mm THICK 2040 C/C DISTANCE
L I.S.I CLASS N.P.4 PIPE L

2890 TOTAL HEIGHT OF HEADWALL

2 2 BETWEEN PIPE BETWEEN PIPE AS PER IS-458
1 1

200
1200
H

2500 120

120

H
120

250
120 120
I.L L.H.S I.L SLOPE 1:1000 I.L R.H.S 120

120
120
3000 1500
COMPACTED GRANULAR 200 1200 600 1200 600 1200

1200
300
300

MATERIAL SECTION AT-'2-2'

K 300mm THK. DRY STONE K
PITCHING FOR APRON SCALE 1:110 BED LEVEL

280
300mm THK. DRY STONE
REVETMENT OVER PILLAR FOR INSCRIBING STRUCTURE NUMBER IN BRICK
FILTER GRANULAR MATERIAL MASONRY IN C:M 1:3 OR COURSED RUBBLE MASONRY
BACKING 150mm THICK IN CM 1:3 OR P.C.C. M20
COMPACTED GRANULAR
2:1 2:1 5920 MATERIAL

250

650
120
400
1 CL OF ROADWAY
J 400 SECTION AT '1-1' I.S.I CLASS N.P.4 PIPE J
3
2:1

150 SCALE-1:65

2:1
(M:15)

200

120
1450 P.C.C LEVELING COURSE
STONE PITCHING

150
300 LENGTH OF 1550
D/S U/S 150 mm THK. 3
2500 JOINT DETAIL AT 'A'
1200

120
2 2 FILLER MATERIAL

TOTAL LENGTH OF HEAD WALL

I I

42

120 THIKNESS

INTERNAL
300mm THK.

300

OF PIPE
DRY STONE 10

DIA
BED LVL.

36
PITCHING PCC M15 GRADE 1
FOR APRON CONCRETE
600

2500
120
1200

42
120 4

300
1

H H
19 36

300
DETAIL OF PIPE JOINT
600

2500
1200

120

900
I.S.I CLASS N.P.4 PIPE NOTES
120

400 AS PER IS-458

200

G G
2:1

2:1 3 1. ALL DIMENSIONS ARE IN MILLIMETERS & LEVELS ARE IN METERS UNLESS
TYPICAL SECTION OF TOE WALL OTHERWISE MENTIONED. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. NO
400

1
SCALE 1-25 DIMENSION SHALL BE SCALED.
150
2:1 2. ALL PIPES FOR NEW CONSTRUCTION SHALL BE OF NP4 CLASS TYPE CONFORMING
2:1
TO I.S 458
PLAN 3. PIPES SHALL BE JOINTED BY INTERNAL FLUSH JOINT AS PER IS 458 & AS PER THE F
F SCALE 1:120 DETAILS GIVEN IN SECTION 2906 OF MORTH SPECIFICATION OF ROAD AND BRIDGE
WORKS. JOINTING SPACE SHALL BE FILLED WITH CEMENT MORTAR OF
11600 TOTAL LENGTH OF HEADWALL
PROPORTION 1:2 OF CEMENT & SAND
400 4. LENGTH OF EACH PIPE HAS BEEN CONSIDERED AS 2.5m LENGTH HAS BEEN
E
PROPOSED AT THE END TO MEET THE REQUIREMENT OF PART LENGTH OF PIPE.
C.C. PILLAR M15
500

5. FRL CAMBER / SUPER ELEVATION SHALL BE VERIFIED WITH THE HIGHWAY PLAN,
C.OF
L PIPE F.R.L PROFILE AND CROSS SECTION DRAWINGS. DISCREPANCY, IF ANY FOUND IS TO BE
E BROUGHT TO THE NOTICE OF DESIGN CONSULTANT FOR NECESSARY
500

MODIFICATION IN THE DRAWING.

D
6. ANY LOOSE/UNSUITABLE SOIL FOUND BELOW THE PIPE/HEAD WALL. THE SAME
K4/K5

L.H.S. R.H.S. SHALL BE REPLACED WITH THE SAND OR COMPACTED GRANULAR MATERIAL AS

TO ITAWA
DIRECTED BY ENGINEER-IN-CHARGE.
2040 C/C DISTANCE 2040 C/C DISTANCE 7. AGGREGATE SIZE SHALL BE AS PER MORT&H SPECIFICATION.
I.S.I CLASS N.P.4 PIPE
2970 TOTAL HIGHT OF HEADWALL

BETWEEN PIPE BETWEEN PIPE AS PER IS-458 8. COMPACTED SOIL OF CBR 8% SHOULD BE USED AS CUSHION MATERIAL.
D 9. FLOOR APRON IS REQUIRED ONLY WHERE STRATA IS SCOURABLE.
120 120
120 120 TYPICAL DRAWING 10. 100 mm DIA. PVC PIPE SHALL BE PROVIDED ABOVE CUSHION AS PER SITE C
120
SLO 120 CONDITION FOR NATURAL FLOW OF WATER.
PE 2:1 11. DETAILS OF PIPE CULVERT AS PER IRC SP: 13-2022.
2 :1 1200 600 1200 600 1200 PE
SLO

TO KANCHANWADI
200 PROPOSED 12. GRADE OF CONCRETE FOR :
PIPE CULVERT PCC HEAD WALL- M:20
ENCASING PCC HADEWALL M-20
C BED L.V.L
IMP NOTES
250

1. ENSURE INVERT LEVEL AND FLOW DIRECTION ON SITE BEFORE EXECUTION. IF ANY DISCREPANCY
280

5920 FOUND, IMMEDIATELY BROUGHT INTO THE NOTICE OF DESIGN ENGINEER FOR NECESSARY
MODIFICATION IN THE DRAWING. B
2. IF ANY CHANGE MADE IN APPROVAL OF PLAN & PROFILE LEVELS. THEN THERE MUST BE CHANGE
SECTION AT '3-3' PCC LEVELLING COURSE SCHEMATIC KEY PLAN (N.T.S) IN LEVEL OF GAD.

B SCALE-1:65
PROJECT : CLIENT: EPC CONTRACTOR: AUTHORITY ENGINEER: PROOF CONSULTANT: SAFETY CONSULTANT: DESIGN CONSULTANT: APPROVED BY: A.S. TITLE: GENERAL ARRANGEMENT DRAWING
OF TYPICAL THREE ROW PIPE
Widening with Construction of CHECKED BY: M.M CULVERT WITH ENCASING (TCS- 2)
Concrete road of
Ahmednagar Road to Paithan Road PART-1
(four laning of linkroad) and DESIGNED BY: M.M
Kanchanwadi Satara Devlai Road A
MDR -79 Km 0/000 to 33/000 Dist. STUP Consultants Pvt. Ltd.
A Chhatrapati Sambhajinagar; GNI INFRASTRUCTURE Ltd. INERTIA ENGINEERING SOLUTIONS SAI GEOTECHNICAL LAB
J/V 300 B, KADAMBAN FLAT, GEO DESIGNS & RESEARCH PVT LTD. DRAWN BY: S.C.
MAHARASTRA STATE GN HOUSE,SATARA OPP. GOVT. PRESS, SSS A-13, Basement "Panchratna
INFRASTRUCTURE DEOLAI PARISAR CH. SHAMBHAJI FP Project Management Building", Subhanpura, B-10 KRISHNA IND. ESTATE, OPP. B.I.D.C
DEVELOPMENT Consultancy Services Pvt. Ltd.
RAMJI MANDIR POLE, KOTHI
GORWA ESTATE, VADODARA - 390 016 SCALE: DATE : DRG NO.GAD/15/02/037/TYP. PIPE/01 REV. A3
NAGAR MAHARASTRA-431010 VADODARA - 390001 Vadodara - 390016
CORPORATION, LTD. DATE REV. DESCRIPTION OF REVISIONS BY AS SHOWN 12-04-2025 SH- 01 OF 02 R0
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PROJECT : CLIENT: EPC CONTRACTOR: AUTHORITY ENGINEER: PROOF CONSULTANT: SAFETY CONSULTANT: DESIGN CONSULTANT: APPROVED BY: A.S. TITLE: GENERAL ARRANGEMENT DRAWING
OF TYPICAL THREE ROW PIPE
Widening with Construction of CHECKED BY: M.M CULVERT WITH ENCASING (TCS- 2)
Concrete road of
Ahmednagar Road to Paithan Road PART-1
(four laning of linkroad) and DESIGNED BY: M.M
Kanchanwadi Satara Devlai Road A
MDR -79 Km 0/000 to 33/000 Dist. STUP Consultants Pvt. Ltd.
A Chhatrapati Sambhajinagar; GNI INFRASTRUCTURE Ltd. INERTIA ENGINEERING SOLUTIONS SAI GEOTECHNICAL LAB
MAHARASTRA STATE J/V 300 B, KADAMBAN FLAT, GEO DESIGNS & RESEARCH PVT LTD. DRAWN BY: S.C.
INFRASTRUCTURE GN HOUSE,SATARA OPP. GOVT. PRESS, SSS A-13, Basement "Panchratna
DEOLAI PARISAR CH. SHAMBHAJI FP Project Management Building", Subhanpura, B-10 KRISHNA IND. ESTATE, OPP. B.I.D.C
DEVELOPMENT Consultancy Services Pvt. Ltd.
RAMJI MANDIR POLE, KOTHI
GORWA ESTATE, VADODARA - 390 016 SCALE: DATE : DRG NO.GAD/15/02/037/TYP. PIPE/01 REV. A3
CORPORATION, LTD. NAGAR MAHARASTRA-431010 VADODARA - 390001 Vadodara - 390016
DATE REV. DESCRIPTION OF REVISIONS BY AS SHOWN 12-04-2025 SH- 02 OF 02 R0
16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1