'X'

'FX' 'FR'

SECTIONAL ELEVATION

TO RUDRAPRAYAG

MANA TO

SECTION AT ( MID SECTION )

R

A

I

L

I

N

G

R

U

D

R

A

P

R

A

Y

A

G

V

IL

L

A

G

E

S

T

O

N

E

H

IL

L

V

A

L

L

E

Y

3

6

8

+

3

5

0

3

6

8

+

4

0

0

3

6

8

+

4

5

0

P

R

O

P

O

S

E

D

B

R

I

D

G

E

R

U

D

R

A

P

R

A

Y

A

G

V

IL

L

A

G

E

A

1

A

2

KEY PLAN GENERAL ARRANGEMENT DRAWING

MNB 1X30M PSC AT (CH.368+385)

DWG. NO. MORTH /CASTA /NH-58 /MNB /CH.368+385-S-101

01 OF 01

TITLE :-

DRN:- DGN:- CHK.- DATE:- SCALE:- SHEET SIZE

SHEET NO:-ASSHOWN

JAN.

2018

PRAVEEN P.V.M V.P.S

REV DATE DESCRIPTION SIGN

A2

CLIENT:-

CARRIAGEWAY REVISED R1 JAN.2017

Y.P.S

FOR PLANNING

FOR CONSTRUCTION

AS BULIT

.....................

FOR APPROVAL

.....................

.....................

.....................

PROJECT TITLE : -

National Highways and Infrastructure

Development Corporation

CONSTRUCTION & UPGRADATION OF EXISTING ROAD TO 2-LANE

WITH PAVED SHOULDERS FROM KM 368.000 TO KM 399.000 OF

LAMERI TO KARANPRAYG (EXCLUDING KM 379.100 TO KM 380.275)

OF NH-07 UNDER CHARDHAM PARIYOJNA ON EPC BASICS IN THE

STATE OF UTTRAKHAND (PKG-I)

9. 100 DIA. WEEP HOLES ARE TO BE PROVIDED

@1000 C/C IN STAGGERED MANNER (BOTH

HORIZONTALLY & VERTICALLY) IN 1:20 SLOPE

(TYP).

NOTES :-

1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS

OTHERWISE MENTIONED. ONLY WRITTEN DIMENSIONS

SHALL FOLLOWED.

2. THE ACTUAL BASE PRESSURE AS PER THE DESIGN

63.12 KN/SQM. THE SHOULD BE ASCERTAINED AT

SITE BEFORE EXECUTION.

3. THIS DRAWING SHALL BE READ IN CONJUNCTION

WITH ALL OTHER DRAWINGS.

4. GRADE OF CONCRETE SHALL BE AS FOLLOWS :-

P.C.C. LEVELING COURSE .................. M15

BOX STRUCTURE ................... M35

CRASH BARRIER .................... M40

APPROACH SLAB ........................M30

CURTAIN WALL ...................... M15

RETAINING/WING WALLS ................. M35

5. GRADE OF STEEL- Fe 500 CONFORMING TO

IS:1786-1985

6. 75MM THK C.C WEARING COURSE SHALL BE

PROVIDED AS PER SECTION 500 OF

MORTH SPECIFICATIONS.

7. THE SELECTED EARTH FILL BEHIND ABUTMENT SHALL

HAVE FOLLOWING PROPERTIES WHICH HAVE BEEN

ASSUMED FOR DESIGN OF ABUTMENTS & ABUTMENT

FOUNDATION, =30Á, g = 1.8 T/m3

8. (i) 40mm top slab

(ii) 75mm bottom slab

(iii) 40mm side wall

10. IT MAY BE ENSURED THAT MININUM EMBEDMENT OF

FOUNDATION IS 1.5M IN SOFT ROCK OR 0.6M IN

HARD ROCK AS PER PROVISION OF OR IRC 78.

11. ALL DIMENSIONS ARE TANTATIVE SUBJECTED TO

CHANGE DURING THE DETAILED DESIGN.

DETAIL 'A'

DETAIL 'B'

TYPICAL CROSS SECTION OF

CURTAIN WALL TYPE-(II)

TYPICAL CROSS SECTION OF

CURTAIN WALL TYPE-(I)

A

2

P

R

O

P

O

S

E

DB

R

ID

G

E

A

1

SECTION A-A

'A'

'B'

B

A

A

B

PLAN

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

TRAFFIC DIRCTION

KEY PLAN

PROJECT TITLE : - TITLE :-

DRN:- DGN:- CHK.- DATE:- SCALE:- SHEET SIZESHEET NO:-

01 of 01AS

SHOWNJAN2018ALI P.V.M V.P.S

National Highways and Infrastructure

Development Corporation

CONSTRUCTION & UPGRADATION OF EXISTING ROAD TO 2-LANE

WITH PAVED SHOULDERS FROM KM 368.000 TO KM 399.000 OF

LAMERI TO KARANPRAYG (EXCLUDING KM 379.100 TO KM 380.275)

OF NH-07 UNDER CHARDHAM PARIYOJNA ON EPC BASICS IN THE

STATE OF UTTRAKHAND (PKG-I)

REV DATE DESCRIPTION SIGN

FOR PLANNING

FOR CONSTRUCTION

AS BULIT

.....................

FOR APPROVAL

.....................

.....................

.....................

A2

GENERAL ARRANGEMENT DRAWING FORSOLID SLAB 10M AT CH.378+320 BOX CULVERT

DWG. NO. MORTH /CASTA /NH-58 /MNB/ CH.378+320.10M.S-101

BR-3

NOTES:-

COMPOSITE SUPERSTRUCTURE :

TO

TO

HALF TOP PLAN HALF BOTTOM PLAN

PLAN

A

SJ-1

SJ-1

SJ-1

SJ-1

SJ-2SJ-3

SJ-2

SJ-2

SJ-2

SJ-3

SJ-3

SJ-3

A

A1

A2

1

1

2

2

B

B

SJ-1 SJ-2SJ-3

FR

FX

TITLE :-

DRN:- DGN:- CHK.- DATE:- SCALE:- SHEET SIZESHEET NO:-

01 OF 02SHOWN

ASJAN2018PRAVEEN P.V.M V.P.S

REV DATE DESCRIPTION SIGN

A2

GENERAL ARRANGEMENT DRAWING 1X50M AT (CH.384+710)

DWG. NO. MORTH /CASTA /NH-58 /MNB /CH.384+710CARRIAGEWAY REVISEDR1 JAN.2017

ALI

PROJECT TITLE : -

National Highways and Infrastructure

Development Corporation

CONSTRUCTION & UPGRADATION OF EXISTING ROAD TO 2-LANE

WITH PAVED SHOULDERS FROM KM 368.000 TO KM 399.000 OF

LAMERI TO KARANPRAYG (EXCLUDING KM 379.100 TO KM 380.275)

OF NH-07 UNDER CHARDHAM PARIYOJNA ON EPC BASICS IN THE

STATE OF UTTRAKHAND (PKG-I)

DETAIL X

DETAIL OF SECTION:-1-1

DETAIL OF SECTION:-2-2

PROPOSED BRIDGE

50 M.

SECTION AT MID SECTION OF BRIDGE

TITLE :-

DRN:- DGN:- CHK.- DATE:- SCALE:- SHEET SIZESHEET NO:-

02 OF 02SHOWN

ASJAN2018PRAVEEN P.V.M V.P.S

REV DATE DESCRIPTION SIGN

CLIENT:-

A2

GENERAL ARRANGEMENT DRAWING 1X50M AT (CH.384+710)

DWG. NO. MORTH /CASTA /NH-58 /MNB /CH.384+710CARRIAGEWAY REVISEDR1 JAN.2017

ALI

PROJECT TITLE : -

National Highways and Infrastructure

Development Corporation

CONSTRUCTION & UPGRADATION OF EXISTING ROAD TO 2-LANE

WITH PAVED SHOULDERS FROM KM 368.000 TO KM 399.000 OF

LAMERI TO KARANPRAYG (EXCLUDING KM 379.100 TO KM 380.275)

OF NH-07 UNDER CHARDHAM PARIYOJNA ON EPC BASICS IN THE

STATE OF UTTRAKHAND (PKG-I)

9. 100 DIA. WEEP HOLES ARE TO BE PROVIDED

@1000 C/C IN STAGGERED MANNER (BOTH

HORIZONTALLY & VERTICALLY) IN 1:20 SLOPE

(TYP).

NOTES :-

1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS

OTHERWISE MENTIONED. ONLY WRITTEN DIMENSIONS

SHALL FOLLOWED.

2. THE ACTUAL BASE PRESSURE AS PER THE DESIGN

63.12 KN/SQM. THE SHOULD BE ASCERTAINED AT

SITE BEFORE EXECUTION.

3. THIS DRAWING SHALL BE READ IN CONJUNCTION

WITH ALL OTHER DRAWINGS.

4. GRADE OF CONCRETE SHALL BE AS FOLLOWS :-

P.C.C. LEVELING COURSE .................. M15

BOX STRUCTURE ................... M35

CRASH BARRIER .................... M40

APPROACH SLAB ........................M30

CURTAIN WALL ...................... M15

RETAINING/WING WALLS ................. M35

5. GRADE OF STEEL- Fe 500 CONFORMING TO

IS:1786-1985

6. 75MM THK C.C WEARING COURSE SHALL BE

PROVIDED AS PER SECTION 500 OF

MORTH SPECIFICATIONS.

7. THE SELECTED EARTH FILL BEHIND ABUTMENT SHALL

HAVE FOLLOWING PROPERTIES WHICH HAVE BEEN

ASSUMED FOR DESIGN OF ABUTMENTS & ABUTMENT

FOUNDATION, =30Á, g = 1.8 T/m3

8. (i) 40mm top slab

(ii) 75mm bottom slab

(iii) 40mm side wall

10. IT MAY BE ENSURED THAT MININUM EMBEDMENT OF

FOUNDATION IS 1.5M IN SOFT ROCK OR 0.6M IN

HARD ROCK AS PER PROVISION OF OR IRC 78.

11. ALL DIMENSIONS ARE TANTATIVE SUBJECTED TO

CHANGE DURING THE DETAILED DESIGN.

DETAIL 'A'

DETAIL 'B'

TYPICAL CROSS SECTION OF

CURTAIN WALL TYPE-(II)

TYPICAL CROSS SECTION OF

CURTAIN WALL TYPE-(I)

SECTION A-A

'A'

'B'

B

A

A

B

PLAN

S

L

O

P

E

S

L

O

P

E

TRAFFIC DIRCTION

S

L

O

P

E

S

L

O

P

E

TITLE :-

Drn:- Dgn:- Chk.- Date:- Scale:- Sheet no:-

01 OF 01ASSHOWN

JAN2018ALI S.P V.P.S

FOR PLANNING

FOR CONSTRUCTION

AS BULIT

.....................

FOR APPROVAL

.....................

.....................

.....................

SIGN

GENERAL ARRANGEMENT DRAWING

DWG. NO. MORTH /CASTA /NH-58 /MNB/ CH.385+310. 10M.S-101

REV DATE DESCRIPTION

KEY PLAN

BR-5

SOLID SLAB 10M AT CH-385+310

PROJECT TITLE : -

National Highways and Infrastructure

Development Corporation

CONSTRUCTION & UPGRADATION OF EXISTING ROAD TO 2-LANE

WITH PAVED SHOULDERS FROM KM 368.000 TO KM 399.000 OF

LAMERI TO KARANPRAYG (EXCLUDING KM 379.100 TO KM 380.275)

OF NH-07 UNDER CHARDHAM PARIYOJNA ON EPC BASICS IN THE

STATE OF UTTRAKHAND (PKG-I)

R.C.C. GIRDER DETAIL

MID SECTION

R.C.C. GIRDER DETAIL END

SUPPORT SECTION

NOTES :-

DETAIL `X'

'X'

PROPOSED

MNB

BRIDGE

KEY PLAN

TITLE :-

DRN:- DGN:- CHK.- DATE:- SCALE:- SHEET SIZESHEET NO:-

01 OF 01AS

SHOWNJAN2018ALI P.V.M V.P.S

REV DATE DESCRIPTION SIGN

FOR PLANNING

FOR CONSTRUCTION

AS BULIT

.....................

FOR APPROVAL

.....................

.....................

.....................

A2

GENERAL ARRANGEMENT DRAWING FOR20X1 T-BEAM AT CH.385+595

DWG. NO. MORTH /CASTA /NH-58 /MNB/ CH.385+595.20M.S-101R1 JAN.2017

CARRIAGEWAY REVISEDY.P.S

PROJECT TITLE : -

National Highways and Infrastructure

Development Corporation

CONSTRUCTION & UPGRADATION OF EXISTING ROAD TO 2-LANE

WITH PAVED SHOULDERS FROM KM 368.000 TO KM 399.000 OF

LAMERI TO KARANPRAYG (EXCLUDING KM 379.100 TO KM 380.275)

OF NH-07 UNDER CHARDHAM PARIYOJNA ON EPC BASICS IN THE

STATE OF UTTRAKHAND (PKG-I)

R.C.C. GIRDER DETAIL

MID SECTION

R.C.C. GIRDER DETAIL END

SUPPORT SECTION

NOTES :-

DETAIL `X'

'X'

FX

TO RUDRAPRAYAG

MANA

3

8

6

+

5

5

0

P

R

O

P

O

S

E

D

M

N

B

B

R

ID

G

E

A

2

A

1

TITLE :-

DRN:- DGN:- CHK.- DATE:- SCALE:- SHEET SIZESHEET NO:-

01 OF 01AS

SHOWNJAN2018ALI P.V.M V.P.S

REV DATE DESCRIPTION SIGN

FOR PLANNING

FOR CONSTRUCTION

AS BULIT

.....................

FOR APPROVAL

.....................

.....................

.....................

A2

GENERAL ARRANGEMENT DRAWING FOR20X1 T-BEAM AT CH.386+310

DWG. NO. MORTH /CASTA /NH-58 /MNB/ CH.386+310.20M.S-101R1 JAN.2017 CARRIAGEWAY REVISED ALI

KEY PLAN

PROJECT TITLE : -

National Highways and Infrastructure

Development Corporation

CONSTRUCTION & UPGRADATION OF EXISTING ROAD TO 2-LANE

WITH PAVED SHOULDERS FROM KM 368.000 TO KM 399.000 OF

LAMERI TO KARANPRAYG (EXCLUDING KM 379.100 TO KM 380.275)

OF NH-07 UNDER CHARDHAM PARIYOJNA ON EPC BASICS IN THE

STATE OF UTTRAKHAND (PKG-I)

9. 100 DIA. WEEP HOLES ARE TO BE PROVIDED

@1000 C/C IN STAGGERED MANNER (BOTH

HORIZONTALLY & VERTICALLY) IN 1:20 SLOPE

(TYP).

NOTES :-

1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS

OTHERWISE MENTIONED. ONLY WRITTEN DIMENSIONS

SHALL FOLLOWED.

2. THE ACTUAL BASE PRESSURE AS PER THE DESIGN

63.12 KN/SQM. THE SHOULD BE ASCERTAINED AT

SITE BEFORE EXECUTION.

3. THIS DRAWING SHALL BE READ IN CONJUNCTION

WITH ALL OTHER DRAWINGS.

4. GRADE OF CONCRETE SHALL BE AS FOLLOWS :-

P.C.C. LEVELING COURSE .................. M15

BOX STRUCTURE ................... M35

CRASH BARRIER .................... M40

APPROACH SLAB ........................M30

CURTAIN WALL ...................... M15

RETAINING/WING WALLS ................. M35

5. GRADE OF STEEL- Fe 500 CONFORMING TO

IS:1786-1985

6. 75MM THK C.C WEARING COURSE SHALL BE

PROVIDED AS PER SECTION 500 OF

MORTH SPECIFICATIONS.

7. THE SELECTED EARTH FILL BEHIND ABUTMENT SHALL

HAVE FOLLOWING PROPERTIES WHICH HAVE BEEN

ASSUMED FOR DESIGN OF ABUTMENTS & ABUTMENT

FOUNDATION, =30Á, g = 1.8 T/m3

8. (i) 40mm top slab

(ii) 75mm bottom slab

(iii) 40mm side wall

10. IT MAY BE ENSURED THAT MININUM EMBEDMENT OF

FOUNDATION IS 1.5M IN SOFT ROCK OR 0.6M IN

HARD ROCK AS PER PROVISION OF OR IRC 78.

11. ALL DIMENSIONS ARE TANTATIVE SUBJECTED TO

CHANGE DURING THE DETAILED DESIGN.

TYPICAL CROSS SECTION OF

CURTAIN WALL TYPE-(II)

TYPICAL CROSS SECTION OF

CURTAIN WALL TYPE-(I)

SECTION 1-1

A

B

B

A

A

B

PLAN

TRAFFIC DIRCTION

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

SECTION B-B

10000

A1

A2

PR

O

PO

SE

D

BR

ID

G

E

KEY PLAN

TITLE :-

DRN:- DGN:- CHK.- DATE:- SCALE:- SHEET SIZESHEET NO:-

01 OF 01AS

SHOWNJAN2017ALI P.V.M V.P.S

REV DATE DESCRIPTION SIGN

FOR PLANNING

FOR CONSTRUCTION

AS BULIT

.....................

FOR APPROVAL

.....................

.....................

.....................

A2

GENERAL ARRANGEMENT DRAWING FORSOLID SLAB 10M AT CH.396+455 BOX CULVERT

BR-8

DWG. NO. MORTH /CASTA /NH-58 /MNB/ CH.396+455.10M.S-101

PROJECT TITLE : -

National Highways and Infrastructure

Development Corporation

CONSTRUCTION & UPGRADATION OF EXISTING ROAD TO 2-LANE

WITH PAVED SHOULDERS FROM KM 368.000 TO KM 399.000 OF

LAMERI TO KARANPRAYG (EXCLUDING KM 379.100 TO KM 380.275)

OF NH-07 UNDER CHARDHAM PARIYOJNA ON EPC BASICS IN THE

STATE OF UTTRAKHAND (PKG-I)