detailed project report of kathmandu (nagdhunga) - naubise

1 GENERAL ARRANGEMENT DRAWING NIRTTP/NAG-MUG/KHATRIPAUWA/GAD (Sheet 1 & 2) ,JUNE-2018 R0 01-02

2

2.1 DIMENSIONAL DETAILS OF COUNTER FORT TYPE ABUTMENT & ITS COMPONENTS NIRTTP/NAG-MUG/KHATRIPAUWA/SUB-01 ,JUNE-2018 R0 03

2.2REINFORCEMENT DETAILS OF COUNTER FORT TYPE ABUTMENT & ITS COMPONENTS, DIRT WALL, RETURN WALL, PEDESTAL

AND SEISMIC STOPPERNIRTTP/NAG-MUG/KHATRIPAUWA/SUB-02 (Sheet 1 TO 3) ,JUNE-2018 R0 04-06

3

3.1 DIMENSIONAL DETAILS OF PRECAST RCC GIRDER & CAST-IN-SITU SLAB SUPERSTRUCTURE NIRTTP/NAG-MUG/KHATRIPAUWA/RCC-G/22m/01 (Sheet 1 & 2) ,JUNE-2018 R0 07-08

3.2 REINFORCEMENT DETAILS OF LONGITUDINAL GIRDER NIRTTP/NAG-MUG/KHATRIPAUWA/RCC-G/22m/02 ,JUNE-2018 R0 09

3.3 REINFORCEMENT DETAILS OF END CROSS GIRDER NIRTTP/NAG-MUG/KHATRIPAUWA/RCC-G/22m/03 ,JUNE-2018 R0 10

3.4 REINFORCEMENT DETAILS OF RCC DECK SLAB NIRTTP/NAG-MUG/KHATRIPAUWA/RCC-G/22m/04 (Sheet 1 & 2) ,JUNE-2018 R0 11-12

3.5 DETAILS OF LOAD AND FORCES FOR POT/PTFE BEARINGS NIRTTP/NAG-MUG/KHATRIPAUWA/RCC-G/22m/05 ,JUNE-2018 R0 13

1 GENERAL ARRANGEMENT DRAWING NIRTTP/NAG-MUG/NAUBISE/GAD (Sheet 1 & 2) ,JUNE-2018 R0 14-15

2

2.1 DIMENSIONAL DETAILS OF ABUTMENT AND FOUNDATION NIRTTP/NAG-MUG/NAUBISE/SUB-01 ,JUNE-2018 R0 16

2.2 REINFORCEMENT DETAILS OF ABUTMENT, DIRT WALL, RETURN WALL, PEDESTAL AND SEISMIC STOPPER: NIRTTP/NAG-MUG/NAUBISE/SUB-02 (Sheet 1 & 2) ,JUNE-2018 R0 17-18

3

3.1 DIMENSIONAL DETAILS OF PRECAST RCC GIRDER & CAST-IN-SITU SLAB SUPERSTRUCTURE NIRTTP/NAG-MUG/NAUBISE/RCC-G/22m/01 (Sheet 1 & 2) ,JUNE-2018 R0 19-20

3.2 REINFORCEMENT DETAILS OF LONGITUDINAL GIRDER NIRTTP/NAG-MUG/NAUBISE/RCC-G/22m/02 ,JUNE-2018 R0 21

3.3 REINFORCEMENT DETAILS OF END CROSS GIRDER NIRTTP/NAG-MUG/NAUBISE/RCC-G/22m/03 ,JUNE-2018 R0 22

3.4 REINFORCEMENT DETAILS OF RCC DECK SLAB NIRTTP/NAG-MUG/NAUBISE/RCC-G/22m/04 (Sheet 1 & 2) ,JUNE-2018 R0 23-24

3.5 DETAILS OF LOAD AND FORCES FOR POT/PTFE BEARINGS NIRTTP/NAG-MUG/NAUBISE/RCC-G/22m/05 ,JUNE-2018 R0 25

1

1.1 DETAILS OF APPROACH SLAB NIRTTP/NAG-MUG/PACKAGE-I/MISC.-01 ,JUNE-2018 R0 26

1.2 DETAILS OF DRAINAGE SPOUT & WEARING COAT NIRTTP/NAG-MUG/PACKAGE-I/MISC.-02 ,JUNE-2018 R0 27

1.3 DIMENSIONAL & REINFORCEMENT DETAILS OF R.C.C CRASH BARRIER NIRTTP/NAG-MUG/PACKAGE-I/MISC.-03 ,JUNE-2018 R0 28

1.4 DIMENSIONAL & REINFORCEMENT DETAILS OF R.C.C RAILING NIRTTP/NAG-MUG/PACKAGE-I/MISC.-04 ,JUNE-2018 R0 29

1.5 DIMENSIONAL AND REINF. DETAILS OF R.C.C RETAINING WALL/MEDIAN WALL NIRTTP/NAG-MUG/PACKAGE-I/MISC.-05 ,JUNE-2018 R0 30

1.6 DIMENSIONAL AND REINF. DETAILS OF R.C.C TOE WALL NIRTTP/NAG-MUG/PACKAGE-I/MISC.-06 ,JUNE-2018 R0 31

MISCELLANEOUS DRAWINGS

SUBSTRUCTURE

SUPERSTRUCTURE (SPAN: 1X22.00M C/C OF BEARINGS)

BRIDGE OVER NAUBISE KHOLA AT CH: 12+328

SUBSTRUCTURE

SUPERSTRUCTURE (SPAN: 1X22.00M C/C OF BEARINGS)

Detailed Project Report of Kathmandu (Nagdhunga) - Naubise - Mugling Road and Bridges Nepal India Regional Trade and Transport Project (NIRTTP) (IDA CREDIT No. 5273 - NEP)

DATE OF ISSUE OF

ORIGINAL DRAWING

(R0)

DRAWING NO.

BRIDGE OVER KHATRIPAUWA KHOLA AT CH: 4+140

DRAWINGS INDEX FOR BRIDGES (PACKAGE-I)

Sl. No. TITLE PAGE No.

REVISION

STATUS &

DATE

1

KHATRIPAUWA KHOLA BRIDGE

CHAINAGE : 4+140

H.F.L

F.R.L

LBL.1251.110

GROUND LEVEL (m)

FINISHED ROAD LEVEL (m)

FOUNDING LEVEL (m)

CHAINAGE (m)

LONGITUDINAL ELEVATION OF PROPOSED BRIDGE

HALF TOP

PLAN

HALF BOTTOM

A2

1

1

NAGDHUNGA MUGLING

D/S

U/S

FDN.

`A'

`B'

A1

A2A1

2 2

EXISTING BRIDGE

CROSS SECTION OF PRECAST RCC

GIRDER FOR 22m SPAN

AT MID SPAN

AT SUPPORT

DETAIL-`B'

DETAIL-'A'

I

RL. 1261.290m

III

BH-01

II

HYDRAULIC DATA:-

LEGEND:

01

GENERAL ARRANGEMENT DRAWING

FOR MINOR BRIDGE AT CH: 4+140KM

OVER KHATRIPAUWA KHOLA (1x22.0m)

PACKAGE-I (NAGDHUNGA-NAUBISE)

NIRTTP/NAG-MUG/KHATRIPAUWA/GAD

NAGDHUNGA MUGLING

KEY PLAN

DESIGN CH: 4+140KM

PROPOSED STRUCTURE:MINOR BRIDGE

PROPOSED SPAN:1x22.0m

PROPOSAL: NEW CONSTRUCTION

EXISTING BRIDGE

SPAN:1x22.50m

DRAWING TITLE:

Date: JUNE-2018Scale:

Intercontinental Consultants & Technocrats Pvt.Ltd,

A-8, Green Park, New Delhi - 110016

Ph : 4086-3000, Fax 2685-5252

In Joint Venture With

Soosung Engineering Co. Ltd., South Korea

In Association With

Full Bright Consultancy (Pvt.) Ltd.

316,Baburam Acharya Sadak,

Sinamangal, Kathmandu, GPO

Box: 4970, Kathmandu, Nepal

Government of Nepal

Ministry of Physical

Infrastructure and Transport,

Department of Roads,

Foreign Co-operation Branch

Nepal India Regional Trade and Transport Project (NIRTTP)

(IDA CREDIT No. 5273 - NEP)

Detailed Design of Kathmandu (Nagdhunga) -

Naubise - Mugling Road and Bridges

Designed By

Checked By

Approved By

EMPLOYER PROJECT DESIGN CONSULTANT

As Shown

Prepared By

Drawing No.:

SECTION 1-1

GL.

U/S

FDN.

D/S

NOTES:-

Ɣ ³

LEGEND:

REFERENCE DRAWINGS:-

MISCELLANEOUS DRAWINGS:

H.F.L

F.R.L

LBL.1251.110

SECTION 2-2

FDN.

TOP OF WALL

FDN.

RL. 1258.416

FDN.

TOP OF WALL

DETAIL OF TOE WALL

BACKFILL RIVER SIDE

FACE OF OLD ABUTMENT SHALL BE MATCHED WITH PROPOSED BRIDGE

ABUTMENT. IN CASE OF BIGGER SPAN IN PROPOSED SPAN, TOE WALL SHALL BE

PROVIDED IN FLARED SHAPE TO ALLOW SMOOTH PASSAGE OF RIVER WATER.

ABUTMENT CAP SHALL BE CAST ONLY AFTER COMPLETING THE

BACK FILLING WORK UP TO ABUTMENT SHAFT TOP LEVEL.

02

NIRTTP/NAG-MUG/KHATRIPAUWA/GAD


FOR MINOR BRIDGE AT CH: 4+140KM

OVER KHATRIPAUWA KHOLA (1x22.0m)


DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

FDN.

PLAN AT FOOTING

L

T

T

2

2

11

L

SECTION 1-1

`A'

(ABUT. CAP TOP

LEVEL)

(FRL.)

SECTION 2-2

FDN.

GL.

NOTES :-

F.R.L(m)

GR. LEVEL(m)

ABUTMENT CAP

TOP LVL. (m)

FDN. LEVEL

(m)

LEVEL SCHEDULE AT ABUTMENT

MARK

ABUTMENT

A1 A2 A1 A2

DETAIL-`A'

LEGEND:-

PLAN AT ABUTMENT CAP LEVEL

2

2

T

T

TRAFFIC

DIRECTION

LL

DIMENSIONAL DETAILS OF COUNTERFORT

TYPE ABUTMENT & ITS COMPONENTS, DIRT WALL,

RETURN WALL, PEDESTAL ANS SEISMIC ARRESTER

MINOR BRIDGE AT CH:- 4+140 OVER

KHATRIPAUWA KHOLA (1x22.00m)


NIRTTP/NAG-MUG/ KHATRIPAUWA/SUB-01

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

03

REINF. DETAILS OF DIRT WALL

AND RCC ABUTMENT CAP

A

REINFORCEMENT DETAILS OF RETURN WALL

3

3

SECTION 3-3

OU

TE

R F

AC

E

EA

RT

H F

AC

E

EA

RT

H F

AC

E

OU

TE

R F

AC

E

JUNCTION DETAILS OF RCC SCREEN WALL

AND RCC SOLID RETURN WALL

EA

RT

H F

AC

E

OU

TE

R F

AC

E

JUNCTION DETAILS OF RCC SOLID RETURN

WALL & DIRT WALL

DETAIL `A'

LEGEND

EARTH FACE

OUTER FACE

SECTION 2-2

SECTION 1-1 OF SCREEN WALL & FOOTING

22

L

1

L

1

PLAN AT FOUNDATION LEVEL

NIRTTP/NAG-MUG/KHATRIPAUWA/SUB-02

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

REINFORCEMENT DETAILS OF COUNTER FORT


RETURN WALL, PEDESTAL AND SEISMIC STOPPER

FOR MINOR BRIDGE AT CH:- 4+140 OVER



04

REINFORCEMENT DETAILS OF RCC COUNTERFORT

66

55

44

SECTION 6-6

SECTION 5-5

SECTION 4-4

LEGEND

DETAIL OF MESH

TYPE "M1" 8

(IN PEDESTAL) (IN TWO LAYERS)

DETAIL OF MESH

TYPE "M2" 8

(UNDER JACK LOCATION)

(IN TWO LAYERS)

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:








05

REINFORCEMENT SCHEDULE

DESCRIPTIONMARKS SHAPE

TR

AN

SV

ER

SE

SE

IS

MIC

S

TO

PP

ER

LO

NG

. S

EIS

MIC

ST

OP

PE

R

LEGEND

REINF. DETAILS OF PEDESTAL

7 7

REINF. DETAILS OF TRANSVERSE

SEISMIC STOPPER

99

SECTION 9-9

8 8

REINF. DETAILS OFLONGITUDINAL

SEISMICSTOPPER

SECTION 8-8

NOTES :-

SECTION 7-7

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:








06

SECTIONAL ELEVATION 1 - 1

`A'

2 2

1 1

TOP PLAN OF DECK SLAB

33

DETAIL `A'

NOTES:-

135t

545kN.


DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

DIMENSION DETAILS OF PRECAST

RCC

EFFECTIVE SPAN : 22.00m

NIRTTP/NAG-MUG/KHATRIPAUWA/RCC-G/22m/01

07

AT MID SPAN

SECTION 2 - 2

DETAIL -`B'

`B'

SECTION AT SUPPORT

SECTION AT MID

`E'

`D'

`C'

DETAILS OF PRECAST

RCC GIRDER

AT MID SPANAT SUPPORT

DETAIL - `E'

DETAIL - `D'

SECTION 3-3

DETAIL - `C'

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

08


RCC



SECTIONAL ELEVATION OF GIRDER

1

1

2

2

3

3

SECTIONAL PLAN 4-4

4 4

SCHEDULE OF REINFORCEMENT

DESCRIPTIONBAR MKD. SHAPE REMARKS


DETAIL OF 8 MESH

TYPE `A'

(IN TWO LAYERS)

T

T

L L

SECTION - 3-3SECTION - 2-2

SECTION - 1-1

NOTES:-


09

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

REINFORCEMENT DETAILS OF

LONGITUDINAL



1

1

`A'

SECTIONAL ELEVATION OF END DIAPHRAGM

2

2

NOTES:-


SECTION 1 - 1

TYPICAL DETAIL INDICATING

ANCHORAGE OF STIRRUP

DETAIL OF 8 MESH (M1)

REINF. FOR JACK LOCATION

DETAIL - `A'

REINFORCEMENT SCHEDULE FOR END DIAPHRAGM


SECTION 2 - 2

DETAIL OF 8 MESH (M2) REINF.

FOR PIN / METALLIC GUIDED BEARING

WHERE A & B ARE SIZE OF BEARING

T

T

L L

10


END CROSS GIRDER


DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:


SECTION 2 - 2

SECTION 3 - 3

5

HALF PLAN SHOWING

TOP REINFORCEMENT

PLAN

HALF PLAN SHOWING

BOTTOM REINFORCEMENT

3 3

2 2

4

4

5

1 1

SECTION 1 - 1


DECK SLAB


11

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:


NOTES:-




SECTION AT 4 - 4 ( NEAR SUPPORT )

SECTION AT 5 - 5 ( MID SPAN )

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:


DECK SLAB


12


FIXED END FREE END

B1

B1

B2

B1

B1

B3

KEY PLAN SHOWING ARRANGEMENT OF BEARINGS

(SPAN ARRANGEMENT 1x22.0m C/C BEARINGS)

B1B1

B1B1

GENERAL DATA:

NOTES

TABLE SHOWING DATA FOR DESIGN OF BEARINGS

LEGEND:-

B1

B2

B3

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal





Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal





Nepal India Regional Trade and TransportNepal India Regional Trade and Transport Project (NIRTTP)Project (NIRTTP)

(IDA CREDIT No. 5273 - NEP) (IDA CREDIT No. 5273 - NEP)

Feasibility Study of Kathmandu (Nagdhunga)

-Detailed Design of Kathmandu (Nagdhunga)

-Naubise - Mugling Road and BridgesNaubise

- Mugling Road and Bridges

Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

DETAILS OF LOADS AND FORCES

FOR POT/PTFE BEARINGS



13

NAUBISE KHOLA BRIDGE

CHAINAGE : 12+328

NAGDHUNGA MUGLING

F.R.L

LBL. 924.578

H.F.L

LONGITUDINAL ELEVATION OF PROPOSED BRIDGE

GROUND LEVEL (m)

FINISHED ROAD LEVEL (m)

FOUNDING LEVEL (m)

CHAINAGE AT 0.000m IS 12+352Km

CHAINAGE (m)

`A'

HALF BOTTOM HALF TOP

PLAN

D/S

U/S

1

1

2

FDN.

2

BH-01

TOP OF ROCK

NAGDHUNGAMUGLING

`B'

LEGEND:

DETAIL-`A'

DETAIL-`B'

EARTH FACEOUTER FACE

SECTION 2-2

G.L

RL. 933.951

FDN.

TOP OF WALL

RL. 927.000

TOP OF ROCK

HYDRAULIC DATA:-

I

RL. 934.040m

BH-01

II

Brid

ge

Naubise K

hola

KM

P

ost

1

2

+

2

5

0

1

2

+

3

0

0

12+

350

12+

394

14

DRAWING TITLE:

Date:Scale:



Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

JUNE-2018


FOR MINOR BRIDGE AT CH:- 12+328KM

OVER NAUBISE KHOLA (1x22.00m)


NIRTTP/NAG-MUG/NAUBISE/GAD

NAGDHUNGA MUGLING

KEY PLAN

LEGEND:

F.R.L

SECTION 1-1

D/S

U/S

FDN.

TOP OF ROCK

NOTES:-

ɣ ³


MISCELLANEOUS DRAWINGS:

AT MID SPAN

AT SUPPORT

CROSS SECTION OF PRECAST

RCC GIRDERFACE OF OLD ABUTMENT SHALL BE MATCHED WITH PROPOSED BRIDGE

ABUTMENT. IN CASE OF BIGGER SPAN IN PROPOSED SPAN, MEDIAN WALL SHALL

BE PROVIDED IN FLARED SHAPE TO ALLOW SMOOTH PASSAGE OF RIVER WATER.

ABUTMENT CAP SHALL BE CAST ONLY AFTER COMPLETING THE

BACK FILLING WORK UP TO ABUTMENT SHAFT TOP LEVEL.

15

DRAWING TITLE:

Date:Scale:



Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

JUNE-2018


FOR MINOR BRIDGE AT CH:- 12+328KM

OVER NAUBISE KHOLA (1x22.00m)


NIRTTP/NAG-MUG/NAUBISE/GAD

PLAN AT FOUNDATION LEVEL

LL

T

T

1 1

2

2

SECTION 1-1

FDN.

TOP OF ROCK

(FRL.)

A

(GR. LEVEL)

(ABUT. CAP TOP LEVEL)

FRL

(m)

GR. LEVEL

(m)

ABUTMENT CAP TOP LVL.

(m)

FDN. LEVEL

(m)

LEVEL SCHEDULE

MARK

ABUTMENT A1

ABUTMENT A2

T

T

PLAN AT ABUTMENT CAP LEVEL

TRAFFIC

DIRECTION

2

2

L L

DETAIL-`A'

LEGEND:-

SECTION 2-2

U/S D/S

DRAWING TITLE:

Date:Scale:



Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

JUNE-2018

16

DIMENSIONAL DETAILS OF ABUTMENT

AND FOUNDATION OF MINOR BRIDGE

AT CH:- 12+328KM OVER NAUBISE KHOLA


NIRTTP/NAG-MUG/NAUBISE /SUB-01

LL

T

T

FOUNDATION PLAN

SECTION 1-1

3 3

4

EARTH FACE

4

2 2

1 1

SECTION 3-3

SECTION 2-2

SECTION 4-4

5

5

66

VIEW 6-6

SECTION 5-5

DRAWING TITLE:

Date:Scale:



Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

JUNE-2018

17

REINFORCEMENT DETAILS OF ABUTMENT,

DIRT WALL, RETURN WALL, PEDESTAL

AND SEISMIC STOPPER FOR MINOR BRIDGE




SECTION 8-8

EA

RT

H F

AC

E

OT

HE

R F

AC

E

REINF. DETAILS OF RETURN WALL

8

8

77

OTHER FACE

EARTH FACE

SECTION 7-7

JUNCTION DETAILS OF R.C.C. RETURN WALL & DIRT WALL

LEGEND

DESCRIPTION BAR SHAPE REMARKS

BAR

MRKD.

AB

UT

ME

NT

S

HA

FT

AB

UT

ME

NT

C

AP

DIR

T W

AL

L A

ND

B

RA

CK

ET

F

OU

ND

AT

IO

NR

ET

UR

N W

AL

LR

CC

P

ED

ES

TA

L

TR

AN

SV

ER

SE

SE

IS

MIC

S

TO

PP

ER

LO

NG

IT

UD

IN

AL

SE

IS

MIC

ST

OP

PE

R

NOTES :-

DETAIL OF MESH

TYPE "M1" 8

(IN PEDESTAL) (IN TWO LAYERS)

DETAIL OF MESH

TYPE "M2" 8

(UNDER JACK LOCATION)

(IN TWO LAYERS)

1010

REINF. DETAILS OF LONGITUDINAL

SEISMICSTOPPER

SECTION 10-10

REINF. DETAILS OF PEDESTAL

9 9

SECTION 9-9

REINF. DETAILS OF TRANSVERSE

SEISMIC STOPPER

11 11

SECTION 11-11

DRAWING TITLE:

Date:Scale:



Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

JUNE-2018

18

REINFORCEMENT DETAILS OF ABUTMENT,

DIRT WALL, RETURN WALL, PEDESTAL

AND SEISMIC STOPPER FOR MINOR BRIDGE




SECTIONAL ELEVATION 1 - 1

`A'

2 2

1 1

TOP PLAN OF DECK SLAB

33

DETAIL `A'

NOTES:-

135t

545kN.


DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:


RCC


NIRTTP/NAG-MUG/NAUBISE/RCC-G/22m/01

19

AT MID SPAN

SECTION 2 - 2

DETAIL -`B'

`B'

SECTION AT SUPPORT

SECTION AT MID

`E'

`D'

`C'

DETAILS OF PRECAST

RCC GIRDER

AT MID SPANAT SUPPORT

DETAIL - E

DETAIL - `D'

SECTION 3-3

DETAIL - `C'

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

20


RCC



SECTIONAL ELEVATION OF GIRDER

1

1

2

2

3

3

SECTIONAL PLAN 4-4

4 4

SCHEDULE OF REINFORCEMENT



DETAIL OF 8 MESH

TYPE `A'

(IN TWO LAYERS)

T

T

L L

SECTION - 3-3SECTION - 2-2

SECTION - 1-1

NOTES:-

21

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:


LONGITUDINAL



1

1

`A'

SECTIONAL ELEVATION OF END DIAPHRAGM

2

2

NOTES:-


SECTION 1 - 1

TYPICAL DETAIL INDICATING

ANCHORAGE OF STIRRUP

DETAIL OF 8 MESH (M1)

REINF. FOR JACK LOCATION

DETAIL - `A'

REINFORCEMENT SCHEDULE FOR END DIAPHRAGM


SECTION 2 - 2

DETAIL OF 8 MESH (M2) REINF.

FOR PIN / METALLIC GUIDED BEARING

WHERE A & B ARE SIZE OF BEARING

T

T

L L

22


END CROSS GIRDER


DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:


SECTION 2 - 2

SECTION 3 - 3

5

HALF PLAN SHOWING

TOP REINFORCEMENT

PLAN

HALF PLAN SHOWING

BOTTOM REINFORCEMENT

3 3

2 2

4

4

5

1 1

SECTION 1 - 1


DECK SLAB


23

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:


NOTES:-




SECTION AT 4 - 4 ( NEAR SUPPORT )

SECTION AT 5 - 5 ( MID SPAN )

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:


DECK SLAB


24


FIXED END FREE END

B1

B1

B2

B1

B1

B3

KEY PLAN SHOWING ARRANGEMENT OF BEARINGS

(SPAN ARRANGEMENT 1x22.0m C/C BEARINGS)

B1B1

B1B1

GENERAL DATA:

NOTES

TABLE SHOWING DATA FOR DESIGN OF BEARINGS

LEGEND:-

B1

B2

B3

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal





Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

DRAWING TITLE:




Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal





Nepal India Regional Trade and TransportNepal India Regional Trade and Transport Project (NIRTTP)Project (NIRTTP)

(IDA CREDIT No. 5273 - NEP) (IDA CREDIT No. 5273 - NEP)

Feasibility Study of Kathmandu (Nagdhunga)

-Detailed Design of Kathmandu (Nagdhunga)

-Naubise - Mugling Road and BridgesNaubise

- Mugling Road and Bridges

Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

DETAILS OF LOADS AND FORCES

FOR POT/PTFE BEARINGS



25

MISCELLANEOUS DRAWINGS

PLAN

1

1

2

2

SECTION 2-2

FRL.

NOTES:-

SECTION 1-1


DESCRIPTION

SHAPE

BAR

MARK

REMARKS

SECTION 1-1

LEGEND:

CHAINAGES.NO. TYPE OF STRUCTURE

DRAWING TITLE:

Date:Scale:



Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

JUNE-2018

DETAILS OF APPROACH SLAB


26

NIRTTP/NAG-MUG/PACKAGE-I/MISC.-01

NOTES:-

SECTION 4-4

44

DETAIL-A

SECTION 3-3

PLAN

DETAIL OF DRAINAGE SPOUT AND COLLECTION PIT

(FOR RCC AND PSC SUPERSTRUCTURE)

11

A

22

PLAN

DETAIL OF DRAINAGE SPOUT AND COLLECTION PIT

(FOR RCC SOLID SLAB AND BOX STRUCTURE)

SECTION 1-1

3

3

DETAIL OF ASPHALTIC WEARING COAT

SECTION 2-2

3 3

DRAWING TITLE:

Date:Scale:



Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

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As Shown

Prepared By

Drawing No.:

JUNE-2018

DETAILS OF DRAINAGE SPOUT AND

WEARING COAT


27


DIMENSIONAL DETAILS OF

INTERMEDIATE CRASH BARRIER

CARRIAGEWAY SIDE

FOOTPATH SIDE

NOTES:-

M40

Fe:500D IS:1786

REINFORCEMENT DETAILS OF INTERMEDIATE CRASH BARRIER

CARRIAGEWAY SIDEFOOTPATH SIDE


DESCRIPTION

SHAPE

BAR

MARK

REMARKS

DRAWING TITLE:

Date:Scale:



Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

JUNE-2018

DIMENSIONAL AND REINFORCEMENT

DETAILS OF CRASH BARRIER


28


1

1

GENERAL ELEVATION

SECTION 1-1

NOTES:-

M30

Fe:500D IS:1786

2

2

33

ELEVATION

PLAN

REINF. DETAILS OF HANDRAIL (Precast)

REINF. DETAILS OF RAILING POST

2

2

SECTION 2-2


DESCRIPTION

SHAPE

BAR

MARK

REMARKS

SECTION 3-3

DRAWING TITLE:

Date:Scale:



Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

JUNE-2018

DIMENSIONAL AND REINFORCEMENT

DETAILS OF RCC RAILING


29


≥


GROUND LEVEL

TYPICAL SECTION OF RETAINING WALL

(DIMENSIONAL DETAILS)

TYPICAL SECTION OF RETAINING WALL

(REINFORCEMENT DETAILS)

1 1

OU

TE

R F

AC

E

EA

RT

H F

AC

E

TYPICAL PLAN OF RETAINING WALL


TYPICAL PLAN OF RETAINING WALL


2 2

SHAPEBAR

MRKD.


TOTAL 6.0m

HEIGHT

TOTAL 7.0m

HEIGHT

TOTAL 8.0m

HEIGHT

TOTAL 9.0m

HEIGHT

TOTAL 10.0m

HEIGHT

TOTAL 11.0m

HEIGHT

TOTAL 12.0m

HEIGHT

TOTAL 13.0m

HEIGHT

TOTAL 14.0m

HEIGHT

TOTAL 15.0m

HEIGHT

8.0m 9.0m 10.0m7.0m6.0m

A

B

C

D

T

SCHEDULE OF SECTIONAL DIMENSIONS OF

RETAINING WALLS OF DIFFERENT HEIGHTS

SR.

NO.

TOTAL HEIGHT (H)

11.0m 12.0m 130m 14.0m 15.0m

18T/m² 25T/m²

NOTES:-

M30

ɣ ³

OU

TE

R F

AC

E

EA

RT

H F

AC

E

SECTION 1-1

OU

TE

R F

AC

E

EA

RT

H F

AC

E

SECTION 2-2

SURFACE BAR SHALL BE PROVIDED IN FOOTING

AT 12 @150c/c WHEREVER REQUIRED

DRAWING TITLE:

Date:Scale:



Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

JUNE-2018

30

DIMENSIONAL AND

REINFORCEMENT DETAILS OF RCC

RETAINING WALL




GROUND LEVEL

TYPICAL SECTION OF TOE WALL


TYPICAL SECTION OF TOE WALL


1 1

OU

TE

R F

AC

E

EA

RT

H F

AC

E

TYPICAL PLAN OF TOE WALL


TYPICAL PLAN OF TOE WALL


2 2

SHAPEBAR

MRKD.

REINFORCEMENT SCHEDULE TOE WALLS

TOTAL 6.0m

HEIGHT

TOTAL 7.0m

HEIGHT

TOTAL 8.0m

HEIGHT

TOTAL 9.0m

HEIGHT

TOTAL 10.0m

HEIGHT

TOTAL 11.0m

HEIGHT

8.0m 9.0m 10.0m7.0m6.0m

A

B

C

D

T

TOE WALLS OF DIFFERENT HEIGHTS

SR.

NO.

TOTAL HEIGHT (H)

11.0m

SCHEDULE OF SECTIONAL DIMENSIONS OF

E

NOTES:-

M30

≥

OU

TE

R F

AC

E

EA

RT

H F

AC

E

SECTION 1-1

OU

TE

R F

AC

E

EA

RT

H F

AC

E

SECTION 2-2

SURFACE BAR SHALL BE PROVIDED IN FOOTING

AT 12 @150c/c WHEREVER REQUIRED

DRAWING TITLE:

Date:Scale:



Ph : 4086-3000, Fax 2685-5252



In Association With





Government of Nepal









Designed By

Checked By

Approved By


As Shown

Prepared By

Drawing No.:

JUNE-2018

DIMENSIONAL AND

REINFORCEMENT DETAILS OF RCC

TOE WALL


31

NIRTTP/NAG-MUG/PACKAGE-I/MISC-06

detailed project report of kathmandu (nagdhunga) - naubise

Documents