26250 52500 or more 26250

Space for crash barrier/ Railing CL of Proposed road Space for crash barrier/ Railing
Water Channel Water Channel
2000 1500 250 7000 250 1500500 1500 10500 500 1500 500 10500 1500 500 1500 250 7000 250 1500 2000
Service road Footpath Paved Carriageway Median Carriageway Paved Footpath Service road
Utility Footpath/ shoulder shoulder Footpath/ Utility
Shyness Shyness
Corridor Drain Drain Corridor
Pedestrian Lighting Pole
Varying 40mm HDPE Pipe
guard railing

ROW
ROW

Kerb
FRL FRL
Water channel FRL e% e% FRL
e%
e%

GL GL
Existing base/Sub base
No Fine Concrete Block PQC BC
125 Micron Thick Polythene Sheet DBM
100 dia AC pipe DLC
Weep hole
GSB
TCS - A WMM II
1.5m interval WMM I
Subgrade PROPOSED 6 - LANE DIVIDED HIGHWAY WITH SERVICE ROAD AND GSBmm
WITH RAISED MEDIAN IN BUILT-UP AREAS FIGURE 2.6 OF MANUAL Subgrade
TCS - A
Sr No. From To Length
1 15+880 20+200 4320
Total 4320

23000 46000 or more 23000

CL of Proposed road
Space for crash barrier/ Railing Space for crash barrier/ Railing

2000 1500 250 5500 250 1500 500 2000 7000 500 4000 500 7000 2000 500 1500 250 5500 250 1500 2000
Utility Footpath/ Slip road Footpath Paved Carriageway Median Carriageway Paved Footpath Slip road Footpath/ Utility
Corridor Drain shoulder Shyness Shyness shoulder Drain Corridor
Pedestrian
Lighting Pole
guard railing
ROW

ROW
40mm HDPE Pipe
Kerb
Water channel FRL FRL FRL
e% FRL e%
e% e%

GL GL
No Fine Concrete Block PQC Existing base/Sub base BC
125 Micron Thick Polythene Sheet DBM
100 dia AC pipe DLC
Weep hole WMM II
1.5m interval GSB WMM I
Subgrade GSBmm
Subgrade
TCS - B TCS - B
Sr No. From To Length PROPOSED 4 - LANE DIVIDED HIGHWAY WITH SERVICE ROAD/ SLIP ROAD AND
1 39+200 39+400 200 WITH RAISED MEDIAN IN BUILT UP AREA FIGURE 2.6 OF MANUAL
2 41+400 42+150 750
Total 950

Note:
1. All dimensions are in millimeter unless specified.
2. Pavement thickness shall be as per pavement design report.
3. For details of e% refer horizontal curve detail.
4. For detail of kerb refer drg. no.18131/RD/PS/MI/09.
5. For detail of line drain refer drg. no.18131/RD/PS/DD/001.
CLIENT: AUTHORITY ENGINEER : PROOF CONSULTANT : SAFETY CONSULTANT: EPC CONTRACTOR : DESIGN CONSULTANT : PROJECT : TITLE:
DRG. NO. 18131/RD/PS/ 01
NATIONAL HIGHWAYS National Highway-7 commencing TYPICAL CROSS SECTION
AUTHORITY OF INDIA
(MINISTRY OF ROAD
From km 15.100 (NH-2 Bypass) to km DATE : JULY 2019 REVISION: R0
INFINITE CIVIL SOLUTIONS PVT LTD.
TRANSPORT & HIGHWAYS) DILIP BUILDCON LIMITED, 49.300 (Existing Chainage) i.e. the
R0 27.07.19 FOR REVIEW SRP KPP MHS AK (An ISO 9001 Certified Company)
Plot No. 5, Inside Govind Naryan Singh Gate, "INFINITE HOUSE" F.P.-25, Varanasi-Dagmagpur section in the DESIGNED DRAWN CHECKED APPROVED
Chuna Bhatti, Kolar Road,Bhopal - 462016 (M.P.) Nr. Aditya Elegance & Railway Track,
REV Ph : 0755-4029999 CIMS Hospital Road, Sola,Ahmedabad - 380 060. State of Uttar Pradesh SCALE: NTS SHEET: 01 OF 10
DATE DESCRIPTION DESIGNED DRAWN CHECKED APPROVED
NO. Fax : 0755-4029998 Phone : 09725916639
W : www.dilipbuildcon.co.in Email : info@inficivil.com ; Web site : www.inficivil.com SRP KPP MHS AK
 47500/47500 or more
23750/23750 23750/23750
250 250 250 250
2000 1500 5500 500 1500 10500 500 1500 500 10500 1500 500 5500 1500 2000
Utility Footpath/ Slip Road 500 Paved Carriageway Median Carriageway Paved 500 Slip Road Footpath/ Utility
Corridor Drain Shoulder Shyness Shyness Shoulder Drain Corridor

Separator

Separator
CL
Crash barrier 40 mm HDPE Pipe Crash barrier
Kerb
Friction slab FRL FRL Lighting Pole
e% e%

PQC
ROW

ROW
125 Micron Thick Polythene Sheet
RE Wall DLC RE Wall
GSB
Subgrade
TCS - C
Cast-In situ-PCC-150mm
Sr No. From To Length Sand filling 25mm
1 25+460 26+145 685
2 29+260 29+560 300 e% e%
3 29+820 30+500 680
4 30+850 31+500 650 GL GL
Existing carriage way
5 39+925 41+300 1375 BC Embankment Fill With Soil

Total 3690 DBM TCS - C

WMM II
WMM I PROPOSED 6 - LANE DIVIDED HIGHWAY WITH SLIP ROAD FOR APPROACHES,
GSB
Subgrade
VEHICULAR UNDERPASS

23750 47500 or more 23750

250 250
2000 1500 250 5500 500 1500 10500 500 1500 500 10500 1500 500 5500 250 1500 2000
Utility Footpath/ Slip Road 500 Paved Carriageway Median Carriageway Paved 500 Slip Road Footpath/ Utility
Corridor Drain SeparatorShoulder ShoulderSeparator Drain Corridor
(Varying) Shyness Shyness (Varying)
Cast-In situ-PCC-150mm CL Cast-In situ-PCC-150mm
40mm HDPE Pipe
Sand filling 25mm Sand filling 25mm

Water channel FRL FRL FRL FRL Water channel

e% e%
e% e%

GL GL
TCS - C1 Existing carriage way
No Fine Concrete Block BC
PQC
ROW

ROW
Sr No. From To Length DBM
100 dia AC pipe 125 Micron Thick Polythene Sheet
1 25+450 25+460 10 Weep hole DLC WMM II
1.5m interval GSB WMM I
2 26+230 26+250 20 GSBmm
Subgrade
3 31+720 31+860 140 TCS - C1 Subgrade
Total 170 PROPOSED 6 - LANE DIVIDED HIGHWAY WITH SERVICE ROAD/SLIP ROAD FOR APPROACHES, WITHOUT RE WALL
VEHICULAR / LIGHT VEHICULAR UNDERPASS; IN BUILT UP SECTIONS
FIGURE 7.8 OF MANUAL FOR GRADE SEPARATED STRUCTURE

250 23750 47500 or more 23750 250

2000 1500 250 5500 500 1500 10500 500 1500 500 10500 1500 500 5500 250 1500 2000
Utility Footpath/ Slip Road 500 Paved Carriageway Median Carriageway Paved 500 Slip Road Footpath/ Utility
Corridor Drain SeparatorShoulder ShoulderSeparator Drain Corridor
(Varying) Shyness Shyness (Varying)
Cast-In situ-PCC-150mm Concrete Crash Barrier CL
40mm HDPE Pipe
Sand filling 25mm

Water channel FRL FRL FRL FRL

ROW

ROW
e% e%
e% e%
TCS - C2
Sr No. From To Length
GL GL
1 26+145 26+230 85 Existing carriage way
No Fine Concrete Block BC
2 29+560 29+820 260 PQC
100 dia AC pipe 125 Micron Thick Polythene Sheet DBM
3 30+500 30+850 350 Weep hole DLC WMM II
1.5m interval GSB WMM I
4 31+500 31+720 220 GSBmm
Subgrade Note:
5 39+800 39+925 125 TCS - C2 Subgrade
1. All dimensions are in millimeter unless specified.
Total 1040 PROPOSED 6 - LANE DIVIDED HIGHWAY WITH SERVICE ROAD/SLIP ROAD FOR APPROACHES, WITH C.CB IN BETWEEN MCW & SL 2. Pavement thickness shall be as per pavement design report.
VEHICULAR / LIGHT VEHICULAR UNDERPASS; IN BUILT UP SECTIONS 3. For details of e% refer horizontal curve detail.
4. For detail of kerb refer drg. no.18131/RD/PS/MI/09.
FIGURE 7.8 OF MANUAL FOR GRADE SEPARATED STRUCTURE 5. For detail of line drain refer drg. no.18131/RD/PS/DD/001.
CLIENT: AUTHORITY ENGINEER : PROOF CONSULTANT : SAFETY CONSULTANT: EPC CONTRACTOR : DESIGN CONSULTANT : PROJECT : TITLE:
DRG. NO. 18131/RD/PS/ 01
NATIONAL HIGHWAYS National Highway-7 commencing TYPICAL CROSS SECTION
AUTHORITY OF INDIA
(MINISTRY OF ROAD
From km 15.100 (NH-2 Bypass) to km DATE : JULY 2019 REVISION: R0
INFINITE CIVIL SOLUTIONS PVT LTD.
TRANSPORT & HIGHWAYS) DILIP BUILDCON LIMITED, 49.300 (Existing Chainage) i.e. the
R0 27.07.19 FOR REVIEW SRP KPP MHS AK (An ISO 9001 Certified Company)
Plot No. 5, Inside Govind Naryan Singh Gate, "INFINITE HOUSE" F.P.-25, Varanasi-Dagmagpur section in the DESIGNED DRAWN CHECKED APPROVED
Chuna Bhatti, Kolar Road,Bhopal - 462016 (M.P.) Nr. Aditya Elegance & Railway Track,
REV Ph : 0755-4029999 CIMS Hospital Road, Sola,Ahmedabad - 380 060. State of Uttar Pradesh SCALE: NTS SHEET: 02 OF 10
DATE DESCRIPTION DESIGNED DRAWN CHECKED APPROVED
NO. Fax : 0755-4029998 Phone : 09725916639
W : www.dilipbuildcon.co.in Email : info@inficivil.com ; Web site : www.inficivil.com SRP KPP MHS AK
 30000 60000 30000
2000 1500 250 7000 250 500 1500 10500 500 1500 500 10500 1500 500 250 7000 250 1500 2000
500 500
Utility Footpath/ Service Road/Slip Road Paved Carriageway Median Carriageway Paved Service Road/Slip Road Footpath/ Utility
Separator Shoulder Shoulder Separator
Corridor Drain Shyness Shyness Drain Corridor
(Varying) (Varying)
Cast-In situ-PCC-150mm CL
40mm HDPE Pipe
Sand filling 25mm

Water channel FRL FRL FRL FRL

e% e%
e% e%

GL GL
Existing carriage way
BC 40mm
ROW

ROW
No Fine Concrete Block PQC 280mm
DBM 60mm
100 dia AC pipe WMM II 125mm 125 Micron Thick Polythene Sheet
Weep hole WMM I 125mm DLC 150mm
1.5m interval GSB 200mm GSB 150mm
Subgrade 500mm Subgrade 500mm
TCS - C3
PROPOSED 6 - LANE DIVIDED HIGHWAY WITH SERVICE ROAD/SLIP ROAD FOR APPROACHES, WITHOUT RE WALL
VEHICULAR / LIGHT VEHICULAR UNDERPASS; IN BUILT UP SECTIONS
TCS - C3
Sr No. From To Length
FIGURE 7.8 OF MANUAL FOR GRADE SEPARATED STRUCTURE
1 15+100 15+240 140
2 41+300 41+400 100
Total 240

50500/47500 or more
25250/23750 25250/23750
250 250 250 250
2000 1500 7000 500 1500 10500 500 1500 500 10500 1500 500 7000 1500 2000
Utility Footpath/ Slip Road 500 Paved Carriageway Median Carriageway Paved 500 Slip Road Footpath/ Utility
Corridor Drain Shoulder Shyness Shyness Shoulder Drain Corridor
Separator

Separator
CL
Crash barrier 40 mm HDPE Pipe Crash barrier
Kerb
Friction slab FRL FRL Lighting Pole
e% e%

PQC
ROW

ROW
125 Micron Thick Polythene Sheet
RE Wall DLC RE Wall
GSB
Subgrade

Cast-In situ-PCC-150mm
Sand filling 25mm

e% e%

GL GL
Existing carriage way
BC Embankment Fill With Soil BC
DBM TCS - C4 DBM
WMM II WMM II
WMM I PROPOSED 6 - LANE DIVIDED HIGHWAY WITH SERVICE ROAD FOR APPROACHES, WMM I
GSB GSB
Subgrade
VEHICULAR UNDERPASS Subgrade
TCS - C4
Sr No. From To Length
1 15+240 15+880 640
Total 640
Note:
1. All dimensions are in millimeter unless specified.
2. Pavement thickness shall be as per pavement design report.
3. For details of e% refer horizontal curve detail.
4. For detail of kerb refer drg. no.18131/RD/PS/MI/09.
5. For detail of line drain refer drg. no.18131/RD/PS/DD/001.
CLIENT: AUTHORITY ENGINEER : PROOF CONSULTANT : SAFETY CONSULTANT: EPC CONTRACTOR : DESIGN CONSULTANT : PROJECT : TITLE:
DRG. NO. 18131/RD/PS/ 01
NATIONAL HIGHWAYS National Highway-7 commencing TYPICAL CROSS SECTION
AUTHORITY OF INDIA
(MINISTRY OF ROAD
From km 15.100 (NH-2 Bypass) to km DATE : JULY 2019 REVISION: R0
INFINITE CIVIL SOLUTIONS PVT LTD.
TRANSPORT & HIGHWAYS) DILIP BUILDCON LIMITED, 49.300 (Existing Chainage) i.e. the
R0 27.07.19 FOR REVIEW SRP KPP MHS AK (An ISO 9001 Certified Company)
Plot No. 5, Inside Govind Naryan Singh Gate, "INFINITE HOUSE" F.P.-25, Varanasi-Dagmagpur section in the DESIGNED DRAWN CHECKED APPROVED
Chuna Bhatti, Kolar Road,Bhopal - 462016 (M.P.) Nr. Aditya Elegance & Railway Track,
REV Ph : 0755-4029999 CIMS Hospital Road, Sola,Ahmedabad - 380 060. State of Uttar Pradesh SCALE: NTS SHEET: 03 OF 10
DATE DESCRIPTION DESIGNED DRAWN CHECKED APPROVED
NO. Fax : 0755-4029998 Phone : 09725916639
W : www.dilipbuildcon.co.in Email : info@inficivil.com ; Web site : www.inficivil.com SRP KPP MHS AK
 28500 30000
250 250 250 250
7000/5500 1500 5500 500 1500 10500 500 4000 500 10500 1500 500 5500 1500 7000/5500
Footpath/ Slip Road 500 Paved Carriageway Median Carriageway 500 Slip Road Footpath/

7m Space for two rows Avenue Plantation

Drain Shoulder Shyness Shyness Shoulder Drain

and Utility Corridor in between three rows

Separator

Separator
7m Space for two rows Avenue Plantation
CL

and Utility Corridor in between three rows

40 mm HDPE Pipe
Crash barrier Crash barrier
Kerb
Friction slab FRL FRL
e% e% Lighting Pole
ROW

PQC

ROW
125 Micron Thick Polythene Sheet
RE Wall DLC RE Wall
GSB
Subgrade
Cast-In situ-PCC-150mm
Sand filling 25mm

e% e%

GL GL

BC Embankment Fill With Soil

DBM TCS - D
WMM II
WMM I PROPOSED 6 - LANE DIVIDED HIGHWAY WITH SLIP ROAD FOR APPROACHES,
GSB
Subgrade VEHICULAR UNDERPASS
TCS - D
Sr No. From To Length
1 27+700 28+100 400
2 36+430 37+395 965
3 42+150 42+450 300
Total 1665

35000 35000
250 250 250 250 250 250 250 250
2000/more 1500 5500 2000 5500 500 1500 10500 500 4000 500 10500 1500 500 5500 2000 5500 1500 2000/more
500 500
Utility Footpath/ Slip Road Footpath Toll Ramp 500 Paved Carriageway Median Carriageway Paved 500 Toll Ramp Footpath Slip Road Footpath/ Utility
Separator

Separator
Corridor Drain Shoulder Shyness Shyness Shoulder Drain Corridor
Separator

Separator
(Varies) CL (Varies)
40 mm HDPE Pipe
Crash barrier Crash barrier
FRL Kerb
Friction slab FRL Lighting Pole
e% e%

RE Wall RE Wall

PQC
ROW

ROW
Crash barrier
125 Micron Thick Polythene Sheet Cast-In situ-PCC-150mm
DLC Sand filling 25mm
e% GSB e%
Subgrade
RE Wall

e% e%

GL GL

BC BC
DBM DBM
WMM II WMM II TCS - D1
WMM I WMM I
GSB GSB PROPOSED 6 - LANE DIVIDED HIGHWAY WITH RAMP AND SLIP ROAD
Subgrade Subgrade

TCS - D1 Note:
Sr No. From To Length 1. All dimensions are in millimeter unless specified.
1 28+100 28+340 240 2. Pavement thickness shall be as per pavement design report.
Total 240 3. For details of e% refer horizontal curve detail.
4. For detail of kerb refer drg. no.18131/RD/PS/MI/09.
5. For detail of line drain refer drg. no.18131/RD/PS/DD/001.
CLIENT: AUTHORITY ENGINEER : PROOF CONSULTANT : SAFETY CONSULTANT: EPC CONTRACTOR : DESIGN CONSULTANT : PROJECT : TITLE:
DRG. NO. 18131/RD/PS/ 01
NATIONAL HIGHWAYS National Highway-7 commencing TYPICAL CROSS SECTION
AUTHORITY OF INDIA
(MINISTRY OF ROAD
From km 15.100 (NH-2 Bypass) to km DATE : JULY 2019 REVISION: R0
INFINITE CIVIL SOLUTIONS PVT LTD.
TRANSPORT & HIGHWAYS) DILIP BUILDCON LIMITED, 49.300 (Existing Chainage) i.e. the
R0 27.07.19 FOR REVIEW SRP KPP MHS AK (An ISO 9001 Certified Company)
Plot No. 5, Inside Govind Naryan Singh Gate, "INFINITE HOUSE" F.P.-25, Varanasi-Dagmagpur section in the DESIGNED DRAWN CHECKED APPROVED
Chuna Bhatti, Kolar Road,Bhopal - 462016 (M.P.) Nr. Aditya Elegance & Railway Track,
REV Ph : 0755-4029999 CIMS Hospital Road, Sola,Ahmedabad - 380 060. State of Uttar Pradesh SCALE: NTS SHEET: 04 OF 10
DATE DESCRIPTION DESIGNED DRAWN CHECKED APPROVED
NO. Fax : 0755-4029998 Phone : 09725916639
W : www.dilipbuildcon.co.in Email : info@inficivil.com ; Web site : www.inficivil.com SRP KPP MHS AK
 25000 To 30000 25000 To 30000
250 250 250 250
2000 1500 5500 500 1500 10500 500 Varies 500 10500 1500 500 5500 1500 2000
Utility Footpath/ Slip Road 500 Paved Carriageway Median Carriageway Paved 500 Slip Road Footpath/ Utility

Separator

Separator
Corridor Drain Shoulder Shyness Shyness Shoulder Drain Corridor
(Varies) CL (Varies)
40 mm HDPE Pipe
Crash barrier
Kerb
Friction slab FRL FRL
e% e%

PQC
ROW

ROW
125 Micron Thick Polythene Sheet
RE Wall DLC
GSB
Subgrade

e% e%

GL GL

BC
DBM
WMM II TCS - D2
WMM I
GSB PROPOSED 6 - LANE DIVIDED HIGHWAY WITH SLIP ROAD( BEFOR AFTER ROB VIADUCT)
Subgrade
TCS - D2
Sr No. From To Length
1 28+340 28+460 120
2 29+110 29+260 150
Total 270

30000 35000
250 250 250 250 250 250
7000/5500 1500 7000 500 1500 10500 500 4000 500 10500 1500 500 5500 500 5500 1500 2000/more
500 500
Footpath/ Slip Road Paved Carriageway Median Carriageway Paved 500 Slip Road Slip Road Footpath/ Utility
Drain Shoulder Shyness Shyness Shoulder Drain Corridor

Separator
Separator

Separator
CL (Varies)
40 mm HDPE Pipe
Crash barrier Crash barrier
Kerb
7m Space for two rows Avenue Plantation

FRL
and Utility Corridor in between three rows

Friction slab FRL

e% e% Lighting Pole

RE Wall

PQC
ROW

ROW
125 Micron Thick Polythene Sheet Cast-In situ-PCC-150mm
RE Wall DLC Sand filling 25mm
GSB e%
Subgrade Lighting Pole

RE Wall

e%
e%
GL
GL

BC
DBM TCS - D3
WMM II
TCS-D3 WMM I PROPOSED 6 - LANE DIVIDED HIGHWAY WITH RAMP AND SLIP ROAD
Sr No. From To Length GSB
Subgrade
1 22+800 23+050 250 Note:
1. All dimensions are in millimeter unless specified.
Total 250
2. Pavement thickness shall be as per pavement design report.
3. For details of e% refer horizontal curve detail.
4. For detail of kerb refer drg. no.18131/RD/PS/MI/09.
5. For detail of line drain refer drg. no.18131/RD/PS/DD/001.
CLIENT: AUTHORITY ENGINEER : PROOF CONSULTANT : SAFETY CONSULTANT: EPC CONTRACTOR : DESIGN CONSULTANT : PROJECT : TITLE:
DRG. NO. 18131/RD/PS/ 01
NATIONAL HIGHWAYS National Highway-7 commencing TYPICAL CROSS SECTION
AUTHORITY OF INDIA
(MINISTRY OF ROAD
From km 15.100 (NH-2 Bypass) to km DATE : JULY 2019 REVISION: R0
INFINITE CIVIL SOLUTIONS PVT LTD.
TRANSPORT & HIGHWAYS) DILIP BUILDCON LIMITED, 49.300 (Existing Chainage) i.e. the
R0 27.07.19 FOR REVIEW SRP KPP MHS AK (An ISO 9001 Certified Company)
Plot No. 5, Inside Govind Naryan Singh Gate, "INFINITE HOUSE" F.P.-25, Varanasi-Dagmagpur section in the DESIGNED DRAWN CHECKED APPROVED
Chuna Bhatti, Kolar Road,Bhopal - 462016 (M.P.) Nr. Aditya Elegance & Railway Track,
REV Ph : 0755-4029999 CIMS Hospital Road, Sola,Ahmedabad - 380 060. State of Uttar Pradesh SCALE: NTS SHEET: 05 OF 10
DATE DESCRIPTION DESIGNED DRAWN CHECKED APPROVED
NO. Fax : 0755-4029998 Phone : 09725916639
W : www.dilipbuildcon.co.in Email : info@inficivil.com ; Web site : www.inficivil.com SRP KPP MHS AK
 30000 30000
250 250 250 250
7000/5500 1500 7000 500 1500 10500 500 4000 500 10500 1500 500 7000 1500 7000/5500
Footpath/ Slip Road 500 Paved Carriageway Median Carriageway Paved 500 Slip Road Footpath/
Drain Shoulder Shyness Shyness Shoulder Drain

Separator

Separator
40 mm HDPE Pipe CL
Crash barrier

7m Space for two rows Avenue Plantation

Crash barrier

and Utility Corridor in between three rows

Kerb
7m Space for two rows Avenue Plantation
and Utility Corridor in between three rows

Friction slab FRL FRL

e% e% Lighting Pole

PQC
ROW

ROW
125 Micron Thick Polythene Sheet
RE Wall DLC RE Wall
GSB
Subgrade

Cast-In situ-PCC-150mm
Sand filling 25mm

e% e%

GL GL

BC Embankment Fill With Soil

DBM TCS - D4
TCS - D4 WMM II
WMM I PROPOSED 6 - LANE DIVIDED HIGHWAY WITH SLIP ROAD FOR APPROACHES,
Sr No. From To Length GSB
1 20+200 21+035 835 Subgrade VEHICULAR UNDERPASS
2 21+420 22+570 1150
3 23+050 23+550 500
Total 2485

30000 60000 30000

250 250
Varying 1500 250 5500 500 1500 10500 500 4000 500 10500 1500 500 5500 250 1500 Varying
Footpath/ Slip Road 500 Paved Carriageway Median Carriageway Paved 500 Slip Road Footpath/
Drain Separator Shoulder Shoulder Separator Drain
7m space for Shyness Shyness 7m space for
two rows CL two rows
Avenue Cast-In situ-PCC-150mm Avenue
plantation and Sand filling 25mm plantation and
utility corridor in 40mm HDPE Pipe utility corridor in
between the Water channel FRL FRL FRL FRL between the
tree rows e% e% tree rows
e% e%
ROW

GL GL
No Fine Concrete Block BC PQC
ROW

ROW
DBM
100 dia AC pipe WMM II 125 Micron Thick Polythene Sheet
Weep hole WMM I DLC
1.5m interval GSBmm GSB
Subgrade Subgrade

TCS - D6
PROPOSED 6 - LANE DIVIDED HIGHWAY WITH SERVICE ROAD/SLIP ROAD FOR APPROACHES, WITHOUT RE WALL
VEHICULAR / LIGHT VEHICULAR UNDERPASS; IN BYPASS SECTIONS
FIGURE 7.8 OF MANUAL FOR GRADE SEPARATED STRUCTURE
TCS - D6
Sr No. From To Length
1 27+680 27+700 20
2 36+400 36+430 30 Note:
1. All dimensions are in millimeter unless specified.
3 37+395 37+500 105
2. Pavement thickness shall be as per pavement design report.
Total 155 3. For details of e% refer horizontal curve detail.
4. For detail of kerb refer drg. no.18131/RD/PS/MI/09.
5. For detail of line drain refer drg. no.18131/RD/PS/DD/001.
CLIENT: AUTHORITY ENGINEER : PROOF CONSULTANT : SAFETY CONSULTANT: EPC CONTRACTOR : DESIGN CONSULTANT : PROJECT : TITLE:
DRG. NO. 18131/RD/PS/ 01
NATIONAL HIGHWAYS National Highway-7 commencing TYPICAL CROSS SECTION
AUTHORITY OF INDIA
(MINISTRY OF ROAD
From km 15.100 (NH-2 Bypass) to km DATE : JULY 2019 REVISION: R0
INFINITE CIVIL SOLUTIONS PVT LTD.
TRANSPORT & HIGHWAYS) DILIP BUILDCON LIMITED, 49.300 (Existing Chainage) i.e. the
R0 27.07.19 FOR REVIEW SRP KPP MHS AK (An ISO 9001 Certified Company)
Plot No. 5, Inside Govind Naryan Singh Gate, "INFINITE HOUSE" F.P.-25, Varanasi-Dagmagpur section in the DESIGNED DRAWN CHECKED APPROVED
Chuna Bhatti, Kolar Road,Bhopal - 462016 (M.P.) Nr. Aditya Elegance & Railway Track,
REV Ph : 0755-4029999 CIMS Hospital Road, Sola,Ahmedabad - 380 060. State of Uttar Pradesh SCALE: NTS SHEET: 06 OF 10
DATE DESCRIPTION DESIGNED DRAWN CHECKED APPROVED
NO. Fax : 0755-4029998 Phone : 09725916639
W : www.dilipbuildcon.co.in Email : info@inficivil.com ; Web site : www.inficivil.com SRP KPP MHS AK
 30000 60000 30000
250
Varying 1500 250 7000 500 1500 10500 500 4000 500 10500 1500 500 7000 250 1500 Varying
Footpath/ Slip Road 500 Paved Carriageway Median Carriageway Paved 500 Slip Road Footpath/

Separator

Separator
Drain Shoulder Shyness Shyness Shoulder Drain
7m space for 7m space for
two rows CL two rows
Avenue Concrete Crash Barrier Avenue
plantation and plantation and
utility corridor in 40mm HDPE Pipe utility corridor in
between the Water channel FRL FRL FRL FRL between the
tree rows e% e% tree rows
e% e%

GL GL
No Fine Concrete Block BC PQC
ROW

ROW
DBM
100 dia AC pipe WMM II 125 Micron Thick Polythene Sheet
Weep hole WMM I DLC
1.5m interval GSBmm GSB
Subgrade Subgrade
TCS-D7
TCS - D7
Sr No. From To Length PROPOSED 6 - LANE DIVIDED HIGHWAY WITH SERVICE ROAD/SLIP ROAD FOR APPROACHES, WITHOUT RE WALL
1 21+035 21+090 55 VEHICULAR / LIGHT VEHICULAR UNDERPASS; IN BYPASS SECTIONS
Total 55 FIGURE 7.8 OF MANUAL FOR GRADE SEPARATED STRUCTURE

21500/30000 43000/60000 21500/30000

CL of Proposed road

Varies 2500 Varies 2000 1500 7000 500 4000 500 7000 1500 2000 Varies 2500 Varies
Earthen Paved Carriageway Median Carriageway Paved Earthen
shoulder shoulder Shyness Shyness shoulder shoulder

40mm HDPE Pipe

ROW

ROW
FRL Kerb
FRL
e% 750 e% e% 750 e%
2 2
1 1
Varying Varying
2000 2500 2500 2000
Utility Utility
Corridor Earthen Drain Earthen Drain Corridor
GL GL
Selected Soil PQC
500 GSB grade-II 125 Micron Thick Polythene Sheet 500
TCS - E DLC
Embankment Fill With Soil GSB
Sr No. From To Length Subgrade
1 26+650 26+900 250 TCS - E
2 42+450 42+800 350 PROPOSED 4 - LANE DIVIDED HIGHWAY WITHOUT SERVICE /SLIP ROAD AND WITH RAISED MEDIAN IN OPEN
3 44+100 45+000 900 COUNTRY PLAIN / ROLLING TERRAIN (REALIGNMENT / GEOMETRIC IMPROVEMENT SECTIONS) FIGURE 2.4 OF MANUAL
4 45+500 46+250 750
5 47+600 48+264 664
Total 2914 CL of Proposed road
30000 60000 30000
Varies 2500 Varies 2000 1500 10500 500 4000 500 10500 1500 2000 Varies 2500 Varies
Utility Earthen Paved Carriageway Median Carriageway Paved Earthen Utility
Corridor shoulder shoulder Shyness Shyness shoulder shoulder Corridor
5m space for two rows Avenue

5m space for two rows Avenue

plantation and utility corridor

plantation and utility corridor

ROW
in between the tree rows

in between the tree rows

40mm HDPE Pipe
ROW

750 FRL Kerb

e% FRL e% 750 e%
e%
2 2
1 1

Earthen Drain Earthen Drain

GL PQC GL
Selected Soil 125 Micron Thick Polythene Sheet
500 GSB grade-II DLC 500
TCS - E1 GSB
Embankment Fill With Soil Subgrade Note:
Sr No. From To Length
TCS - E1 1. All dimensions are in millimeter unless specified.
1 21+090 21+370 280
PROPOSED 6 - LANE DIVIDED HIGHWAY WITHOUT SERVICE ROAD 2. Pavement thickness shall be as per pavement design report.
2 22+570 22+700 130 3. For details of e% refer horizontal curve detail.
FOR APPROACHES, LVUP / BYPASS SECTION / REALIGNMENT FIGURE 7.8 OF MANUAL
3 35+850 36+400 550 4. For detail of kerb refer drg. no.18131/RD/PS/MI/09.
Total 960 5. For detail of line drain refer drg. no.18131/RD/PS/DD/001.
CLIENT: AUTHORITY ENGINEER : PROOF CONSULTANT : SAFETY CONSULTANT: EPC CONTRACTOR : DESIGN CONSULTANT : PROJECT : TITLE:
DRG. NO. 18131/RD/PS/ 01
NATIONAL HIGHWAYS National Highway-7 commencing TYPICAL CROSS SECTION
AUTHORITY OF INDIA
(MINISTRY OF ROAD
From km 15.100 (NH-2 Bypass) to km DATE : JULY 2019 REVISION: R0
INFINITE CIVIL SOLUTIONS PVT LTD.
TRANSPORT & HIGHWAYS) DILIP BUILDCON LIMITED, 49.300 (Existing Chainage) i.e. the
R0 27.07.19 FOR REVIEW SRP KPP MHS AK (An ISO 9001 Certified Company)
Plot No. 5, Inside Govind Naryan Singh Gate, "INFINITE HOUSE" F.P.-25, Varanasi-Dagmagpur section in the DESIGNED DRAWN CHECKED APPROVED
Chuna Bhatti, Kolar Road,Bhopal - 462016 (M.P.) Nr. Aditya Elegance & Railway Track,
REV Ph : 0755-4029999 CIMS Hospital Road, Sola,Ahmedabad - 380 060. State of Uttar Pradesh SCALE: NTS SHEET: 07 OF 10
DATE DESCRIPTION DESIGNED DRAWN CHECKED APPROVED
NO. Fax : 0755-4029998 Phone : 09725916639
W : www.dilipbuildcon.co.in Email : info@inficivil.com ; Web site : www.inficivil.com SRP KPP MHS AK
 CL of Proposed road
30000 60000 30000
500 250
Varies 2500 Varies 2000 Varies Varies Tapering 10500 500 4000 500 10500 Varies Tapering Varies 5500 2000
Varies Slip Road
Utility Earthen Paved Carriageway Median Carriageway Paved Earthen

Separator
Corridor shoulder shoulder Shyness Shyness shoulder shoulder
5m space for two rows Avenue
plantation and utility corridor
ROW

ROW
40mm HDPE Pipe
in between the tree rows

Crash barrier
Kerb FRL
e% FRL e%
e% 750
2
1

Earthen Drain
e% 750 e%
GL PQC
125 Micron Thick Polythene Sheet 2
1
500 DLC GL
GSB
BC
Subgrade
DBM
TCS - E1/1 TCS - E1/1 WMM II
PROPOSED 6 - LANE DIVIDED HIGHWAY WITH RHS SIDE SERVICE ROAD WMM I
Sr No. From To Length
GSB
1 22+700 22+800 100 FOR APPROACHES, LVUP / BYPASS SECTION / REALIGNMENT FIGURE 7.8 OF MANUAL Subgrade

Total 100
C of Proposed road
L
30000 60000 30000
250
Varies 2500 Varies 2000 1500 10500 500 4000 500 10500 1500 500 Varies 7000 250 1500
Utility Earthen Paved Carriageway Median Carriageway Paved Separator Slip Road Footpath/
Corridor shoulder shoulder Shyness Shyness shoulder Drain
5m space for two rows Avenue
plantation and utility corridor
ROW

in between the tree rows

40mm HDPE Pipe Crash barrier

Kerb FRL
e% FRL e%
e% 750

ROW
2
1

Earthen Drain
e%
GL PQC
125 Micron Thick Polythene Sheet
500 DLC
GSB BC
Subgrade DBM
TCS - E1/2
TCS - E1/2 WMM II
PROPOSED 6 - LANE DIVIDED HIGHWAY WITHOUT SERVICE ROAD WMM I
Sr No. From To Length GSB
1 21+370 21+420 50
FOR APPROACHES, LVUP / BYPASS SECTION / REALIGNMENT FIGURE 7.8 OF MANUAL Subgrade

Total 50

33500
CL of Proposed road
250 250
Varies 1500 2000 1500 7000 500 4000 500 7000 1500 2000 1500 Varies
Utility Footpath/ Paver Paved Carriageway Median Carriageway Paved Paver Footpath/ Utility
Corridor Drain block shoulder Shyness Shyness shoulder block Drain Corridor

40 mm HDPE Pipe
Lighting Pole
100mm Thick interlocking paver block
ROW

ROW
TCS - F
FRL Kerb
Sr No. From To Length FRL
e% e% e%
1 24+100 24+400 300
2 26+250 26+650 400 GL GL
3 32+700 33+000 300
Existing carriage way
4 33+900 35+100 1200 Selected Soil
PQC
5 48+264 49+065 800.7 125 Micron Thick Polythene Sheet
DLC
Total 3000.7 GSB Note:
Subgrade 1. All dimensions are in millimeter unless specified.
TCS - F 2. Pavement thickness shall be as per pavement design report.
3. For details of e% refer horizontal curve detail.
PROPOSED 4 - LANE DIVIDED HIGHWAY WITHOUT SERVICE / SLIP ROAD 4. For detail of kerb refer drg. no.18131/RD/PS/MI/09.
IN ISOLATED BUILT UP AREAS 5. For detail of line drain refer drg. no.18131/RD/PS/DD/001

CLIENT: AUTHORITY ENGINEER : PROOF CONSULTANT : SAFETY CONSULTANT: EPC CONTRACTOR : DESIGN CONSULTANT : PROJECT : TITLE:
DRG. NO. 18131/RD/PS/ 01
NATIONAL HIGHWAYS National Highway-7 commencing TYPICAL CROSS SECTION
AUTHORITY OF INDIA
(MINISTRY OF ROAD
From km 15.100 (NH-2 Bypass) to km DATE : JULY 2019 REVISION: R0
INFINITE CIVIL SOLUTIONS PVT LTD.
TRANSPORT & HIGHWAYS) DILIP BUILDCON LIMITED, 49.300 (Existing Chainage) i.e. the
R0 27.07.19 FOR REVIEW SRP KPP MHS AK (An ISO 9001 Certified Company)
Plot No. 5, Inside Govind Naryan Singh Gate, "INFINITE HOUSE" F.P.-25, Varanasi-Dagmagpur section in the DESIGNED DRAWN CHECKED APPROVED
Chuna Bhatti, Kolar Road,Bhopal - 462016 (M.P.) Nr. Aditya Elegance & Railway Track,
REV Ph : 0755-4029999 CIMS Hospital Road, Sola,Ahmedabad - 380 060. State of Uttar Pradesh SCALE: NTS SHEET: 08 OF 10
DATE DESCRIPTION DESIGNED DRAWN CHECKED APPROVED
NO. Fax : 0755-4029998 Phone : 09725916639
W : www.dilipbuildcon.co.in Email : info@inficivil.com ; Web site : www.inficivil.com SRP KPP MHS AK
 21500 43000 or more 21500
CL of Proposed road
Varies 2500 Varies 2000 1500 7000 500 4000 500 7000 1500 2000 Varies 2500 Varies
Earthen Paved Carriageway Median Carriageway Paved Earthen
shoulder shoulder Shyness Shyness shoulder shoulder

40mm HDPE Pipe

ROW

ROW
Kerb
FRL FRL
e% 750 e% e% 750 e%

2 2
1 1

2000 2500 Varying Existing base/Sub base Varying 2500 2000

Utility PQC Utility
Corridor Earthen Drain Earthen Drain Corridor
Selected Soil 125 Micron Thick Polythene Sheet
GL GSB grade-II DLC GL
GSB
500 Embankment Fill With Soil Subgrade 500
TCS - G
PROPOSED 4 - LANE DIVIDED HIGHWAY WITHOUT SERVICE ROAD AND WITH RAISED MEDIAN IN OPEN
COUNTRY PLAIN / ROLLING TERRAIN FIGURE 2.4 OF MANUAL

TCS - G
Sr No. From To Length
1 23+550 24+100 550
2 24+400 25+450 1050
3 31+860 32+700 840
4 33+000 33+900 900
5 35+100 35+850 750
6 42+800 44+100 1300
7 45+000 45+500 500
8 46+250 47+600 1350
Total 7240

60000
C
L of Proposed road
12000
Varies 2500 Varies 2000 1500 7000 3500 5000 3500 7000 1500 2000 Varies 2500 Varies
Earthen Paved Carriageway 600Future Extension Central Reserve Future Extension600 Carriageway Paved Earthen
shoulder shoulder shoulder shoulder
and utility corridor in between

and utility corridor in between

Two rows Avenue plantation

Two rows Avenue plantation

Shyness Shyness
ROW boundary & Fencing

ROW boundary & Fencing

40mm HDPE Pipe
FRL FRL
e% 750 e% 6 6 e% 750 e%
1 1
2 2
the tree rows

the tree rows

1 1

Earthen Drain Earthen Drain

GL GL
Cement Concrete/RR Stone Masonary
Selected Soil PQC 280mm
500 GSB grade-II 125 Micron Thick Polythene Sheet 500
DLC 150mm
Embankment Fill With Soil GSB 150mm
Subgrade 500mm
TCS - H
PROPOSED 4 - LANE DIVIDED HIGHWAY WITHOUT SERVICE / SLIP ROAD AND WITH 12.0M
DEPRESSED MEDIAN COUNTRY PLAIN / ROLLING TERRAIN : BYPASS SECTION FIGURE 2.2 OF MANUAL
TCS - H
Sr No. From To Length
1 37+500 39+100 1600
Total 1600 Note:
1. All dimensions are in millimeter unless specified.
2. Pavement thickness shall be as per pavement design report.
3. For details of e% refer horizontal curve detail.
4. For detail of kerb refer drg. no.18131/RD/PS/MI/09.
5. For detail of line drain refer drg. no.18131/RD/PS/DD/001

CLIENT: AUTHORITY ENGINEER : PROOF CONSULTANT : SAFETY CONSULTANT: EPC CONTRACTOR : DESIGN CONSULTANT : PROJECT : TITLE:
DRG. NO. 18131/RD/PS/ 01
NATIONAL HIGHWAYS National Highway-7 commencing TYPICAL CROSS SECTION
AUTHORITY OF INDIA
(MINISTRY OF ROAD
From km 15.100 (NH-2 Bypass) to km DATE : JULY 2019 REVISION: R0
INFINITE CIVIL SOLUTIONS PVT LTD.
TRANSPORT & HIGHWAYS) DILIP BUILDCON LIMITED, 49.300 (Existing Chainage) i.e. the
R0 27.07.19 FOR REVIEW SRP KPP MHS AK (An ISO 9001 Certified Company)
Plot No. 5, Inside Govind Naryan Singh Gate, "INFINITE HOUSE" F.P.-25, Varanasi-Dagmagpur section in the DESIGNED DRAWN CHECKED APPROVED
Chuna Bhatti, Kolar Road,Bhopal - 462016 (M.P.) Nr. Aditya Elegance & Railway Track,
REV Ph : 0755-4029999 CIMS Hospital Road, Sola,Ahmedabad - 380 060. State of Uttar Pradesh SCALE: NTS SHEET: 09 OF 10
DATE DESCRIPTION DESIGNED DRAWN CHECKED APPROVED
NO. Fax : 0755-4029998 Phone : 09725916639
W : www.dilipbuildcon.co.in Email : info@inficivil.com ; Web site : www.inficivil.com SRP KPP MHS AK
 60000
C
L of Proposed road
Varying
Varying 2500 Varies 2000 1500 Varying Varying Varying Varying 7000 1500 2000 Varies 5500 1500 Varies
and utility corridor in between Earthen Paved Carriageway 600Future Extension Central Reserve Future Extension600 Carriageway Paved Earthen Slip Road Footpath/

ROW boundary & Fencing

Two rows Avenue plantation

shoulder shoulder shoulder shoulder Drain

Shyness Shyness
ROW boundary & Fencing

40mm HDPE Pipe

FRL FRL
e% 750 e% e% 750 e%
6 6
the tree rows

1 1 e%
2
1

Earthen Drain GL
GL

500
Cement Concrete/RR Stone Masonary Embankment Fill With Soil
PQC Selected Soil
125 Micron Thick Polythene Sheet GSB grade-II
DLC
GSB
Subgrade
TCS - H1
TCS - H1
Sr No. From To Length PROPOSED 4 - LANE DIVIDED HIGHWAY WITHOUT SERVICE / SLIP ROAD AND WITH 12.0M
1 39+100 39+200 100 DEPRESSED MEDIAN COUNTRY PLAIN / ROLLING TERRAIN : BYPASS SECTION FIGURE 2.2 OF MANUAL
Total 100

48000
250 250
500 1500 2000 1500 7000 500 4000 or More 500 7000 1500 2000 1500 500
Footpath/ Paver Paved Carriageway Median Carriageway Paved Paver Footpath/
Drain block shoulder Shyness Shyness shoulder block Drain
CL of Proposed road
1200

1200
GL GL GL GL

40 mm HDPE Pipe Kerb

RCC Retaining Wall RCC Retaining Wall
100mm Thick interlocking paver block FRL FRL
e% e% e% e%

GSB grade-II Existing base / Sub base PQC

TCS - I 125 Micron Thick Polythene Sheet
Sr No. From To Length DLC
GSB
1 39+400 39+800 400
Subgrade
Total 400 TCS - I
PROPOSED 4 - LANE CROSS SECTION IN THROUGH CUT (RUB LOCATION)
RECONSTRUCTION

Note:
1. All dimensions are in millimeter unless specified.
2. Pavement thickness shall be as per pavement design report.
3. For details of e% refer horizontal curve detail.
4. For detail of kerb refer drg. no.18131/RD/PS/MI/09.
5. For detail of line drain refer drg. no.18131/RD/PS/DD/001

CLIENT: AUTHORITY ENGINEER : PROOF CONSULTANT : SAFETY CONSULTANT: EPC CONTRACTOR : DESIGN CONSULTANT : PROJECT : TITLE:
DRG. NO. 18131/RD/PS/ 01
NATIONAL HIGHWAYS National Highway-7 commencing TYPICAL CROSS SECTION
AUTHORITY OF INDIA
(MINISTRY OF ROAD
From km 15.100 (NH-2 Bypass) to km DATE : JULY 2019 REVISION: R0
INFINITE CIVIL SOLUTIONS PVT LTD.
TRANSPORT & HIGHWAYS) DILIP BUILDCON LIMITED, 49.300 (Existing Chainage) i.e. the
R0 27.07.19 FOR REVIEW SRP KPP MHS AK (An ISO 9001 Certified Company)
Plot No. 5, Inside Govind Naryan Singh Gate, "INFINITE HOUSE" F.P.-25, Varanasi-Dagmagpur section in the DESIGNED DRAWN CHECKED APPROVED
Chuna Bhatti, Kolar Road,Bhopal - 462016 (M.P.) Nr. Aditya Elegance & Railway Track,
REV Ph : 0755-4029999 CIMS Hospital Road, Sola,Ahmedabad - 380 060. State of Uttar Pradesh SCALE: NTS SHEET: 10 OF 10
DATE DESCRIPTION DESIGNED DRAWN CHECKED APPROVED
NO. Fax : 0755-4029998 Phone : 09725916639
W : www.dilipbuildcon.co.in Email : info@inficivil.com ; Web site : www.inficivil.com SRP KPP MHS AK