2. Gen.drawings Iktr

(IMPHAL-KANGCHUP-TAMENGLONG ROAD)

LOCATION MAP

Prepared by Checked byDesigned by Approved by

Intercontinental Consultants & Technocrats Pvt Ltd,A-8, Green Park, New Delhi - 110016Ph : 2686-3000, Fax : 2685-5252

Checked by

FILE NAME:-

RevisionsDescriptionDateRevisions

R0 Initial Drawings

DRAWING No:-

Feb.-2015

Consultancy Services for Feasibility Study and Preparationof Detailed Project Report for Proposed Construction of

Greater Imphal Ring Road and Imphal KangchupTamenglong Tousem Haflong Road

in the state of Manipur

Scale:-

Horizontal Scale 1 : 1500 LOCATION MAP

Project Title:- Drawing Name:-

Vimal Prakash Aseem Prabhakar Deepak KumarPrem S. Sharma

PUBLIC WORKS DEPARTMENTGOVERMENT OF MANIPUR

FINAL DETAILED PROJECT REPORT

2.5% 2.5%

PROPOSED RIGHT-OF-WAY30000

DL 4C 0011

1500

DL 4C 0011

725020001500MEDIAN

DRAIN CUM FOOT PATH

PAVEDSHOULDER

PROPOSED CARRIAGEWAY

7250 2000 1500

DRAIN CUM FOOT PATH

PAVEDSHOULDER

PROPOSED CARRIAGEWAYP

RO

PO

SE

DR

IGH

T O

F W

AY

PR

OP

OS

ED

RIG

HT

OF

WA

Y

EXISTING ROAD

TCS-1TYPICAL CROSS SECTION - 4 LANE DIVIDED CARRIAGEWAY (WIDENING URBAN)

IMPHAL TAMENGLONG ROAD - URBAN SECTION

5500 (AV)WMM DBM BC

GSB Sub Grade

BD

DETAIL AT 'B'

250

50

B

A

D

E

2

1 FF

1

3

1

E

4

C PCC M15

5

M20

1500

1200

Distributors

Distributors

Var

ies

KERB OF CEMENT CONCRETE SECTION OF BARRIER TYPE

CENTRAL AND DIRECTIONAL ISLAND

CARRIAGEWAY

CEMENT CONCRETE (M-20)

225

115 50

R=20

DBM

BC

WMM TOP LAYER

50

WMM BOTTOM LAYER

DETAIL D



Checked by

FILE NAME:-


R0 Initial Drawings

DRAWING No:-

Feb.-2015




Scale:-

Scale 1 : 1000


PWD/IMPHAL TAMENGLONG/TCS/ /R0

Vimal Prakash Aseem Prabhakar Deepak KumarAnju




01TCS-1

Note : All Dimensions are in mm

2.5%2.5%DL 4C 0011

PROPOSED RIGHT-OF-WAY30000

70001500

3.5%3.5%

1000

750

600

2:1

1.5:1

2850

TCS-2TYPICAL CROSS SECTION - 2 LANE CARRIAGEWAY WITH PAVED SHOULDER (WIDENING)

IMPHAL TAMENGLONG ROAD - RURAL SECTION

UNLINEDDRAIN

EA

RTH

EN

SH

OU

LDE

R

PA

VE

DS

HO

ULD

ER

1500 1000

EA

RTH

EN

SH

OU

LDE

R

PA

VE

DS

HO

ULD

ER

VARIES

750

600

1.5:1

2850

UNLINEDDRAIN

VARIES

PROPOSED CARRIAGEWAY

WMM DBM BC

GSB Sub Grade

EXISTING ROAD5500 (Av)

2:1



Checked by

FILE NAME:-


R0 Initial Drawings

DRAWING No:-

Feb.-2015




Scale:-

Scale 1 : 1000







02TCS-2

Note : All Dimensions are in mm

7000

CARRIAGEWAY

DRAIN

3.5% 2.5 %

900

EA

RTH

EN

SH

OU

LDE

R

900

EA

RTH

EN

SH

OU

LDE

R

3.5%2.5 %

WMM DBM BC

GSB Sub Grade

TCS-3TYPICAL CROSS SECTION - 2 LANE CARRIAGEWAY (BOX CUT)

IMPHAL TAMENGLONG ROAD - HILL SECTION

HILLSIDE

1:1

1:2

HILLSIDE

1:1

600

DRAIN

1:2.5

1:2

1000

R.R.MASONRY BREAST WALL

600

1500

100 600

PCC M15

4.0m.

1:2

1:2



Checked by

FILE NAME:-


R0 Initial Drawings

DRAWING No:-

Feb.-2015




Scale:-

Scale 1 : 1000







03TCS-3

Note :1. All Dimensions are in mm2. The applicable Stretch shall be as per design

7000900 450

CARRIAGEWAY

VALLEYSIDE

2.5 %

PA

RA

PE

TW

ALL

EA

RTH

EN

SH

OU

LDE

R

900

EA

RTH

EN

SH

OU

LDE

R

2.5 %

STONE MASONARY

6003.5% 3.5%

TCS-4TYPICAL CROSS SECTION - 2 LANE CARRIAGEWAY (HALF CUT / FILL)


WMM DBM BC

GSB Sub Grade

2:1

DRAIN

HILLSIDE

1:2

1:2.5

1:2

1000

600

1500

100

R.R.MASONRY BREAST WALL

RETAINING WALL

600

PCC M15

4.0m.



Checked by

FILE NAME:-


R0 Initial Drawings

DRAWING No:-

Feb.-2015




Scale:-

Scale 1 : 1000







04TCS-4

Note :1. All Dimensions are in mm2. The applicable Stretch shall be as per design3. The parapet wall shall be 2m continuous with 1m gap

7000900 450

CARRIAGEWAY

VALLEYSIDE

2.5 %

PA

RA

PE

TW

ALL

EA

RTH

EN

SH

OU

LDE

R

900

EA

RTH

EN

SH

OU

LDE

R

2.5 %

STONEMASONARY

6003.5% 3.5%

TCS-5TYPICAL CROSS SECTION - 2 LANE CARRIAGEWAY (FILL IN HILL SECTION)


WMM DBM BC

GSB Sub Grade

2:1

HILLSIDE

600

RETAINING WALL

1:2

DRAIN



Checked by

FILE NAME:-


R0 Initial Drawings

DRAWING No:-

Feb.-2015




Scale:-

Scale 1 : 1000







05TCS-5

Note :1. All Dimensions are in mm2. The applicable Stretch shall be as per design3. The parapet wall shall be 2m continuous with 1m gap

5500900

CARRIAGEWAY

2.5 %

EA

RTH

EN

SH

OU

LDE

R

900

EA

RTH

EN

SH

OU

LDE

R

2.5 %3.5% 3.5%

TCS-6TYPICAL CROSS SECTION - INTERMEDIATE LANE (FILL)

(SPURS - HILL SECTION)

WMM DBM BC

GSB

1:12:1

VALLEYSIDE

Subgrade

HILLSIDE

600

1:2

1000

DRAIN

4.0m.



Checked by

FILE NAME:-


R0 Initial Drawings

DRAWING No:-

Feb.-2015




Scale:-

Scale 1 : 1000







06TCS-6


5500900

CARRIAGEWAY

2.5 %

EA

RTH

EN

SH

OU

LDE

R

900

EA

RTH

EN

SH

OU

LDE

R

2.5 %3.5% 3.5%

TCS-7TYPICAL CROSS SECTION - INTERMEDIATE LANE (BOX CUT)


WMM DBM BC

GSB

1:1

HILLSIDE

1:2

1:2

1000

Drain

HILLSIDE

1:2

1:2

1000

Drain

1:1

Subgrade

600 600

4.0m.

4.0m.



Checked by

FILE NAME:-


R0 Initial Drawings

DRAWING No:-

Feb.-2015




Scale:-

Scale 1 : 1000







07TCS-7


5500900

CARRIAGEWAY

2.5 %

EA

RTH

EN

SH

OU

LDE

R

900

EA

RTH

EN

SH

OU

LDE

R

2.5 %3.5% 3.5%

TCS-8TYPICAL CROSS SECTION - INTERMEDIATE LANE (HALF CUT - HALF FILL)


WMM DBM PC

GSB

1:1

HILLSIDE

1:2

DRAIN

2:1

VALLEYSIDE

Subgrade

600



Checked by

FILE NAME:-


R0 Initial Drawings

DRAWING No:-

Feb.-2015




Scale:-

Scale 1 : 1000







08TCS-8


DECK LEVELRL. 788.700m

H.F.LRL. 785.59m

A1 SECTIONAL ELEVATION

A1

P1

D/S

HALF PLAN AT BOTTOM HALF PLAN AT TOP

PLAN

1

A

A2

B

2

P2

P1

U/S12

P2

A2

IMPHAL TAMENGLONG

BH-1 FOR A1 BH-2 FOR P2

NOTES:-

?? ? ? ?

REFERENCE:-

DETAILS OF TOE WALL

AS SHOWN

SCALE

DRAWING No.

A - 8, Green Park, New Delhi - 110-016Ph : 4086-3000, Fax 2685-5252

Intercontinental Consultants & Technocrats Pvt Ltd,Revisions

PWD/MANI/PKG-II/BR-3+178/GAD-01

PROJECT:CONSULTANCY SERVICES FOR FEASIBILITY STUDY AND

PREPARATION OF DETAILED PROJECT REPORT FORPROPOSED CONSTRUCTION OF GREATER IMPHAL RINGROAD AND IMPHAL KANGCHUP TAMENGLONG TOUSEM

HAFLONG ROAD IN THE STATE OF MANIPUR

TITLE:

01

REV.R1

PUBLIC WORKSDEPARTMENT

MANIPUR

GENERAL ARRANGEMENT DRAWINGFOR MAJOR BRIDGE AT CH. 3+178 OVER

LUWANGLI RIVER(SPAN: 3X20M) (PACKAGE-II)

PROPOSED BRIDGEAT CH: 3+178SPAN: 3X20M(C/C OF EXP. JOINT)

KEY PLAN

Designed byPrepared by Checked by Approved by

Rev. No. DescriptionDate Checked By



RCC ABUTMENT SHAFT

SECTION 1-1

RCC ABUTMENT SHAFT

DETAIL-A DETAIL-B

REFERENCE:-

SECTION OF PRECASTGIRDER AT SUPPORT

SECTION OF PRECASTGIRDER AT MID



SECTION 2-2

RCC PIER SHAFT RCC PIER SHAFT

AS SHOWN

SCALE

DRAWING No.







TITLE:

02

REV.R1


MANIPUR

GENERAL ARRANGEMENT DRAWINGFOR MAJOR BRIDGE AT CH. 3+178 OVER

LUWANGLI RIVER(SPAN: 3X20M) (PACKAGE-II) Designed byPrepared by Checked by Approved by



H.F.LRL. 786.980m

SECTIONAL ELEVATION

GROUND LEVEL(m.)

CHAINNAGE(Km.)

D/S

U/S

IMPHAL TAMENGLONG

1

A B

2

2

?

?

?

A1 A2P1


PLAN

1

A1 A2BH-1 FOR A1 BH-2 FOR P1

NOTES:-

?? ? ? ?

REFERENCE:-

DIMENSIONS SHOWN IN BRACKETARE ALONG SKEW DIRECTION

DETAILS OF TOE WALL

AS SHOWN

SCALEA - 8, Green Park, New Delhi - 110-016Ph : 4086-3000, Fax 2685-5252

Intercontinental Consultants & Technocrats Pvt Ltd,PROJECT:CONSULTANCY SERVICES FOR FEASIBILITY STUDY AND



TITLE:

14


MANIPUR

GENERAL ARRANGEMENT DRAWINGFOR MINOR BRIDGE AT CH. 5+411

OVER NAMBUL RIVER(PACKAGE-II)

KEY PLAN

PROPOSED BRIDGEAT CH: 5+411SPAN: 2X20M(C/C OF EXP. JOINT)

EXISTING BRIDGE

A1 A2P1D/S

U/S


DRAWING No.

Rev. No. Description

Revisions

Date Checked By

PWD/MANI/PKG-II/BR-5+411/GAD-01REV.

R1





RCC ABUTMENT SHAFT

SECTION 1-1

RCC ABUTMENT SHAFT

SECTION 2-2

RCC PIER SHAFT RCC PIER SHAFT

DETAIL-A DETAIL-B

REFERENCE:-

DIMENSIONS SHOWN IN BRACKETARE ALONG SKEW DIRECTION

SECTION OF PRECASTGIRDER AT SUPPORT

SECTION OF PRECASTGIRDER AT MID

AS SHOWN

SCALE

DRAWING No.


Intercontinental Consultants & Technocrats Pvt Ltd,


Revisions

Date Checked By





TITLE:

15

REV.PUBLIC WORKSDEPARTMENT

MANIPUR


OVER NAMBUL RIVER(PACKAGE-II) Designed byPrepared by Checked by Approved by R1

PLAN

1

1

U/S

D/S

IMPHAL TAMENGLONG

GROUND LEVEL(m)

CHAINAGE(Km)

FORMATIONLEVEL (m)

FDN LEVELRL. 1131.000m

SECTIONAL ELEVATION

TOP OF BOXRL. 1136.000m

H.F.LRL. 1132.820m

TOP SLAB

BOTTOM SLAB

2

2

BOTTOM OF BOXRL. 1130.600m

BH-1

LBLRL 1131.648m

HALF PLANAT BOTTOM

HALF PLANAT TOP

SECTION 1-1

BOTTOM SLAB

TOP SLAB

FOUNDATION LEVELRL. 1129.400m

RCC BOX WALL

TOP OF SLABRL. 1136.000m

U/S D/S

NOTES:

?? ? ? ?

DETAILS OF TOE WALL

AS SHOWN

SCALE

DRAWING No.

Designed by



Prepared by Checked by Approved by

Revisions






(SPAN: 2X11.5M)PACKAGE-II

TITLE:

27

REV.R1


MANIPUR


RCC ABUTMENT SHAFT

RCC ABUTMENT PILE CAP

SECTION 1-1

PILE CAP BOTTOMRL. 900.500m

PILE CAP TOPRL. 902.300m

FOUNDATION LVL.880.500m

SECTION 2-2

DETAIL-A

REFERENCE:-

DETAIL OF LONGITUDINAL GIRDER(FOR 30M SPAN)


DETAIL-B

SECTIONAL VIEW AT 3-3

OUTER FACE EARTH FACE

GROUND LEVEL

TOP OF WALL

FOUNDING LEVEL FOR A1RL. 906.000m/FOUNDING LEVEL FOR A2RL. 902.000m

DETAILS OF TOE WALL

AS SHOWN

SCALE

DRAWING No.







TITLE:

31


MANIPUR

GENERAL ARRANGEMENT DRAWINGFOR MAJOR BRIDGE AT CH. 32+197

(SPAN: 1X15M + 1X30M + 1X15M)PACKAGE-II


R1Designed byPrepared by Checked by Approved by

A1 P1 P2

A2

D/S

U/S


PLAN

1

1

2

2

3

3H.F.LRL. 896.210m

IMPHAL TAMENGLONG

FORMATION LEVEL

SECTIONAL ELEVATION

B

P2

GROUND LEVEL(m)

CHAINAGE(Km)

893.328

32+207

FORMATIONLEVEL (m)

914.111

L.B.L

AFR

FX FRFX FR FX

A1

3

A2

BH-1 BH-2

BH-4

BH-3

3

NOTES:-

?? ? ? ?

REFERENCE:-

AS SHOWN

SCALE

DRAWING No.

Designed by




Revisions







TITLE:

30


MANIPUR

KEY PLAN


R1

PLAN

1

1

U/S

D/S

HALF PLAN AT TOP

GROUND LEVEL(m)

CHAINAGE(Km)

FORMATIONLEVEL (m)

R=75M

TO IMPHAL TO TAMENGLONG



SECTIONAL ELEVATION


TOP SLAB

BOTTOM SLAB

H.F.LRL. 841.160m

TOP OF BOTTOM SLABRL. 837.500m

BH-1

HALF PLAN AT BOTTOM

SECTION 1-1

BOTTOM SLAB

TOP SLAB

FDN LEVELRL. 836.300m


RCC BOX WALLU/S

D/S

NOTES:

?? ? ? ?

DETAILS OF TOE WALL

AS SHOWN

SCALE

DRAWING No.

Designed by





Revisions

Date Checked By






(SPAN: 1X12.4M)PACKAGE-II

TITLE:

57

REV.R1


MANIPUR

???

???

A1

P1 P2 P3

A2

H.F.LRL. 831.240m




SECTIONAL ELEVATION

A B

GROUND LEVEL(m)

CHAINAGE(Km)

FORMATIONLEVEL (m)

828.018

34+910

L.B.L

PILE CAP TOPRL. 828.000mPILE CAP TOP

RL. 828.000m




C



PLAN SHOWING FOUNDATION

A1

P1 P2 P3 A2

* ALL SUPERSTRUCTURE DIMENSIONSARE ALONG CENTRE LINE OF ROAD

3

3

2

2

1

1

D

BH-2(AT P1)

BH-3(AT P2)

BH-4(AT A2)

BH-1(AT A1)

BH-1

BH-2 BH-3 BH-4

REFERENCE:-

DETAILS OF TOE WALL

IMPHAL TAMENGLONG

AS SHOWN

SCALE

DRAWING No.







GENERAL ARRANGEMENT DRAWINGFOR MAJOR BRIDGE AT CH. 34+926OVER IJEI RIVER (SPAN: 4 X 30M)

PACKAGE-II

TITLE:

60

REV.R1


MANIPURDesigned byPrepared by Checked by Approved by


???

???

PLAN AT DECK LEVEL

A1

P1 P2 P3 A2

3

3

2

2

1

1

REFERENCE:-

NOTES:-

?? ? ? ?

DETAIL OF LONGITUDINAL GIRDER

DETAIL OF END CROSS GIRDERSECTION AT RETAINING WALL-2

(FOR 12M HEIGHT)


GROUND LEVEL

ROAD LEVEL



GROUND LEVELFOUNDATION LEVELRL. 852.300m

ROAD LEVEL

SECTION AT RETAINING WALL-2(UPTO 6M HEIGHT)

AS SHOWN

SCALE

DRAWING No.








PACKAGE-II

TITLE:

61

REV.R1


MANIPUR

KEY PLAN



RCC ABUTMENT SHAFT

SECTION 1-1(AT ABUTMENT A1)

PILE CAP BOTTOMRL. 847.900mRCC PILE CAP

FOUNDING LEVELRL. 822.200m

RCC ABUTMENT SHAFT

SECTION 3-3(AT ABUTMENT A2)



RCC PILE CAP



SECTION 2-2




RCC PILE CAP

REFERENCE:-

DETAIL-A

DETAIL-B DETAIL-C

DETAIL-D

AS SHOWN

SCALE

DRAWING No.

Designed by




Revisions






PACKAGE-II

TITLE:

62

REV.R1


MANIPUR


GROUND LEVEL(m)

CHAINAGE(Km)

A1

P1 P2

A2

U/S

D/S


PLAN

1

1

2

2

3

H.F.LRL. 491.230m


P1

A1


SECTIONAL ELEVATION

BA

488.256


P2





A2



3

BH-4BH-1 BH-2 BH-3

50+243

NOTES:-

? ? ? ?

REFERENCE:-

AS SHOWN

SCALE

DRAWING No.

Designed by




Revisions







TITLE:

79


MANIPUR

PROPOSED BRIDGEAT CH: 59+412

SPAN: 15M+30M+15M

KEY PLAN


R1

SECTION 2-2

RCC ABUTMENT SHAFT


SECTION 1-1




RCC PIER PILE CAPPILE CAP BOTTOM

RL. 488.500m



REFERENCE:-

DETAILS OF TOE WALL

DETAIL-A

SECTION 3-3


GROUND LEVEL

TOP OF WALL



DETAIL-B

AS SHOWN

SCALE

DRAWING No.

Designed by




Revisions





TITLE:

80


MANIPUR




R1

RCC ABUTMENT SHAFT

FORMATION LEVELRL. 457.000m

RCC ABUTMENT SHAFT



SECTION 1-1 (AT ABUTMENT A1)





SECTION 1-1 (AT ABUTMENT A2)




SECTION 3-3


GROUND LEVEL

TOP OF WALL


REFERENCE:-



DETAIL OF LONGITUDINAL GIRDER

DETAIL-C DETAIL-D

DETAIL-A DETAIL-B


SECTION 3-3(AT PIER P1 AND P2)

RCC PIER PILE CAPPILE CAP BOTTOM

RL. 783.747m



AS SHOWN

SCALE

DRAWING No.

Designed by




Revisions






(SPAN: 2X30M + 1X15M)PACKAGE-II

TITLE:

13


MANIPUR


R1

A1 P1P2

A2

U/S

D/S


PLAN

1

1

3

3

H.F.L RL. 446.480m


A1

SECTIONAL ELEVATION

A

P1

A2

CFORMATION LEVELRL. 457.000m

GROUND LEVEL(m)

CHAINAGE(Km)

442.893 (L.B.L)

51+87.5


P2

D

B

2

2

4

4






FOUNDATION LEVELRL. 430.900m PILE CAP BOTTOM

RL. 445.900m



BH-4BH-1 BH-2BH-3

NOTES:-

? ? ? ?

REFERENCE:-

DETAILS OF TOE WALL

AS SHOWN

SCALE

DRAWING No.

Designed by




Revisions






(SPAN: 2X30M + 1X15M)PACKAGE-II

TITLE:

102


MANIPUR

PROPOSED BRIDGEAT CH: 51+916

SPAN: 2X30M+15M KEY PLAN


R1

IMPHAL

GROUND LEVEL(m)

CHAINAGE(Km)

FORMATIONLEVEL (m)


H.F.LRL. 279.370m

RCC SOLID SLAB

L.B.LRL. 278.312m

SECTIONAL ELEVATIONA1 A2

TAMENGLONG

1

1A2A1


PLAN

A

U/S

D/S

BH-1

BH-1

RCC ABUTMENT SHAFT


SECTION 1-1

NOTES:-

?? ? ? ?

DETAIL-A

DETAILS OF TOE WALL

AS SHOWN

SCALE

DRAWING No.

Designed by





Revisions

Date Checked By






(SPAN: 1 X 10M)PACKAGE-II

TITLE:

126

REV.R1


MANIPUR

KEY PLAN

IMPHAL TAMENGLONG




SECTIONAL ELEVATION

PLAN

R=20M

1

1

U/S

D/S

2

2

HALF PLAN AT BOTTOMHALF PLAN AT TOP

H.F.LRL. 298.560m

GROUND LEVELAT CENTRE (m)

CHAINAGE(Km)

FORMATIONLEVEL (m)

0.00m

BH-1

2.00m

8.00m

BH-1

RCC ABUTMENT SHAFT

SECTION 1-1

BOTTOM SLAB

TOP SLAB



NOTES:

?? ? ? ?

SECTION 2-2

FOUNDATIONLEVELRL. 297.700m

TOP OF WALL

DETAILS OF TOE WALL

AS SHOWN

SCALE

DRAWING No.

Designed by





Revisions

Date Checked By






(SPAN: 1 X 12.0M)PACKAGE-II

TITLE:

130

REV.R1


MANIPUR


SECTION 2-2


RCC ABUTMENT SHAFT


SECTION 1-1



RCC ABUTMENT SHAFT


SECTION 3-3

SECTION 4-4(NEAR ABUTMENT A1)


GROUND LEVEL

TOP OF WALLRL. 277.262m


NOTES:-

SECTION OF RETAINING WALL(NEAR ABUTMENT A2)


GROUND LEVEL

TOP OF WALLRL. 277.262m

FOUNDINGLEVELRL. 262.000m

REFERENCE:-

DETAIL-A

DETAIL OF LONGITUDINAL GIRDERS(FOR 30M SPAN) (FOR 15M SPAN)

DETAIL-B

AS SHOWN

SCALE

DRAWING No.




Revisions

Date Checked By





TITLE:

134

REV.R1


MANIPUR


(SPAN: 1X15M + 2X30M + 1X15M)(PACKAGE-II) Designed byPrepared by Checked by Approved by

IMPHAL

A1

P1 P2 P3

H.F.LRL. 266.470m

SECTIONAL ELEVATION

A B

GROUNDLEVEL (m)

CHAINAGE(Km)

FORMATIONLEVEL (m)


FOUNDATION LEVELRL. 262.000mL.B.L

RL. 260.968mFOUNDATION LEVELRL. 257.200m

A2

TAMENGLONG

A1 P1 P3

U/S

D/S


PLAN

2

2

4

4

P2 A2

1

BH-1 (ABUTMENT A1)

BH-1 BH-2 BH-3BH-4

BH-2 (PIER P1)

BH-3 (PIER P2)

BH-4 (ABUTMENT A2)

1

3

3

NOTES:-

?? ? ? ?

REFERENCE:-DETAILS OF TOE WALL

AS SHOWN

SCALE

DRAWING No.

Designed by





Revisions

Date Checked By






(SPAN: 1X15M + 2X30M + 1X15M)(PACKAGE-II)

TITLE:

133

REV.R1


MANIPUR

KEY PLAN

IMPHAL TAMENGLONG

GROUND LEVEL(m)

CHAINAGE(Km)

FORMATIONLEVEL (m)

FOUNDATIONRL. 340.600m



FRLRL. 347.500m

HFL. RL. 343.500m

PLAN


1

1

D/S

U/S

SECTIONAL ELEVATION

BH-1

BH-1

RCC BOX

SECTION 1-1

BOTTOM SLAB

TOP SLAB



NOTES:

?? ? ? ?

SECTION 2-2


TOP OF WALL

GROUND

DETAILS OF TOE WALL

AS SHOWN

SCALE

DRAWING No.

Designed by





Revisions

Date Checked By







TITLE:

153

REV.R1


MANIPUR

IMPHAL

GROUND LEVEL(m)

CHAINAGE (Km)

FORMATIONLEVEL (m)


H.F.LRL. 385.900m

RCC SOLID SLAB

L.B.LRL. 383.423m

SECTIONAL ELEVATIONA1 A2

TAMENGLONG

A

1

1A2A1


PLAN

U/S

D/S

BH-1

BH-1

RCC ABUTMENT SHAFT


SECTION 1-1

NOTES:-

?? ? ? ?

DETAIL-ADETAILS OF TOE WALL

AS SHOWN

SCALE

DRAWING No.

Designed by





Revisions

Date Checked By







TITLE:

159

REV.R1


MANIPUR

IMPHAL TAMENGLONG



LBLRL. 342.989m

FRLRL. 349.164m

HFL. RL.345.180m

SECTIONAL ELEVATION

U/S

D/S

R=55m


1

1

2

2

GROUNDLEVEL(m)

CHAINAGE(Km)

BH-1


BH-1

RCC BOX

SECTION 1-1

BOTTOM SLAB

TOP SLAB



U/S D/S

NOTES:

?? ? ? ?

SECTION 2-2


FRLRL. 349.164m

GROUND

DETAILS OF TOE WALL

AS SHOWN

SCALE

DRAWING No.

Designed by





Revisions

Date Checked By







TITLE:

156

REV.R1


MANIPUR

IMPHAL TAMENGLONG

FORMATIONLEVEL

SECTIONAL ELEVATION

A1 1

1

A2

PLAN

HALF PLAN AT TOPHALF PLAN AT BOTTOM

U/S

D/S

H.F.LRL. 384.300m

GROUNDLEVEL(m)

CHAINAGE(Km)

FORMATIONLEVEL(m)



FOUNDATIONLEVELRL. 381.700m

FOUNDATION LVL.RL. 387.800m

A1 A2P1

2

2

FOUNDATION LVL.RL. 378.500m

AB

FX FR FX FR

0.00m

1.00m

BH-1(ABUTMENT A1)

4.00m

3.00m

7.00m

0.00m

2.10m

BH-2

6.00m

3.10m

10.00m

(PIER P1)

0.00m

1.00m

BH-3(ABUTMENT A2)

6.00m

3.00m

9.00m

BH-1 BH-2 BH-3

RCC ABUTMENT SHAFT

SECTION 2-2

FOUNDING LVL.RL. 381.700m

SECTION 1-1 FOUNDING LVL.RL. 378.500m

DETAIL-A DETAIL-BRETAINING WALL AT ABUTMENT A1

OUTER FACEEARTH FACE

GROUND LEVEL

TOP OF WALL


OUTER FACEEARTH FACE

GROUND LEVEL

TOP OF WALL


RETAINING WALL ATABUTMENT A2

SECTION AT MID

SECTION AT SUPPORT

CROSS SECTION OF L-GIRDER

DETAILS OFTOE WALL

AS SHOWN

SCALE

DRAWING No.

Designed by





Revisions

Date Checked By

PWD/MANI/PKG-II/BR- 82+505/GAD-01





(SPAN: 2X20M )PACKAGE-II

TITLE:

163

REV.R1


MANIPUR

A1KEY PLAN

A2

RCC SLAB CULVERTGENERAL ARRANGEMENT

PWD/IMPHAL TAMENGLONG/SC/1/4/R0


Intercontinental Consultants & Technocrats Pvt Ltd,A-8, Green Park, New Delhi - 110016Ph : +91-11-4086-3000, Fax +91-11-2685-5252

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Scale:- FINAL DETAILED PROJECT REPORTProject Title:-


(IMPHAL-KANGCHUP-TAMENGLONG ROAD)1:100

EXISTING PORTION EXISTING PORTION

RCC SLAB SLAB CULVERT WIDENING OF EXISTING SLAB CULVERT

GENERAL ARRANGEMENT




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PUBLIC WORKS DEPARTMENTGOVERMENT OF MANIPUR 1:100


R.C.C SLAB CULVERTREINFORCEMENT DETAILS (CLEAR

SPAN 1.0m TO 6.0m)PWD/IMPHAL TAMENGLONG/SC/3/4/R0



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R.C. SLAB CULVERT DETAILSFOR ABUTMENT & WING WALLS




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TYPICAL ARRANGEMENT FOR WIDENINGOF EXISTING HUME PIPE CULVERTNOT TO SCALE



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01

600

NOT TO SCALE



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PWD/IMPHAL TAMENGLONG/BC/NC/Notes/R0PUBLIC WORKS DEPARTMENTGOVERMENT OF MANIPUR


(FOR BOX CULVERT)



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PWD/IMPHAL TAMENGLONG/BC/NC/1/CELL/GAD/ /R0PUBLIC WORKS DEPARTMENTGOVERMENT OF MANIPUR


BOX CELL DESIGNATION

Nc/ab/Ec

a (mm)

b (mm)

c (mm)

d (mm)

e (mm)

f (mm)

REQUIRED BEARING CAPACITY

CATEGORY

DESIGN BASE

PRESSURE (T/m2)

1/1.0x1.0/0 1000 1000 000 200 225 200 B 9.4451/1.2x1.2/0 1200 1200 000 250 270 250 B 9.579

B

TABLE SHOWING SALIENT DIMENSIONS

NOTE :- Box cell designation

(Nc/ab/Ec) stands for Nc = No. of cells ab = Clear width/clear height Ec = Earth cushion

S. No.

1111111111111234567

1/1.5x1.5/0 BC

C

1/2.0x1.5/01/2.0x2.0/01/2.5x2.0/0

1/1.5x1.0/0 1500 1000 000 250 270 250 9.2301500 1500 000 250 270 250 9.335

C2000 1500 000 325 350 300 10.0002000 2000 0002500 2000 000 400 450 400 10.50

SINGLE CELL R.C.C. BOX CULVERTS 1.5m x 1.5m To 4.0m x 2.0mGENERAL ARRANGEMENT

(WITHOUT EARTH CUSHION)1:100

CC325 350 300 10.196

01

8 C1/3.0x2.0/0 3000 2000 000 400 450 400 10.509 C1/4.0x2.0/0 4000 2000 000 520 550 500 12.66010 C1/6.0x4.0/0 6000 4000 000 700 700 600 12.0

GAD Single Cell



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BOX CELL DESIGNATION

Nc/ab/Ec

a (mm)

b (mm)

c (mm)

d (mm)

e (mm)

f (mm)

REQUIRED BEARING CAPACITY

CATEGORY

DESIGN BASE

PRESSURE (T/m2)

1/1.0x1.0/0 1000 1000 000 200 225 200 B 9.4451/1.2x1.2/0 1200 1200 000 250 270 250 B 9.579

B

TABLE SHOWING SALIENT DIMENSIONS

NOTE :- Box cell designation

(Nc/ab/Ec) stands for Nc = No. of cells ab = Clear width/clear height Ec = Earth cushion

S. No.

1111111111111234567

1/1.5x1.5/0 BC

C

1/2.0x1.5/01/2.0x2.0/01/2.5x2.0/0

1/1.5x1.0/0 1500 1000 000 250 270 250 9.2301500 1500 000 250 270 250 9.335

C2000 1500 000 325 350 300 10.0002000 2000 0002500 2000 000 400 450 400 10.50

SINGLE CELL R.C.C. BOX CULVERTS 1.5m x 1.5m To 4.0m x 2.0m with Return Wall

GENERAL ARRANGEMENT(WITHOUT EARTH CUSHION)1:100

CC325 350 300 10.196

01a

8 C1/3.0x2.0/0 3000 2000 000 400 450 400 10.509 C1/4.0x2.0/0 4000 2000 000 520 550 500 12.66010 C1/6.0x4.0/0 6000 4000 000 700 700 600 12.0

GAD Single Cell

2300

750

300

600

CC

??

TOP FACE BARS/OUTER FACE BARS

BOTTOM FACE BARS/INNER FACE BARS

SINGLE CELL R.C.C. BOX CULVERTSTYPICAL REINFORCEMENT DETAILS

(WITHOUT EARTH CUSHION)

1. FOR GENERAL NOTES REFER.DRG. NO. PWDI/IMPHAL TAMENGLONG/BC/NC/NOTES/01/R0

2. FOR GENERAL ARRANGEMENT REFER DRG. NO. PWD/IMPHAL TAMENGLONG/BC/NC/1/CELL/GAD/01/R0

3. FOR BAR BENDING DETAILS REFER DRG NO. PWD/IMPHAL TAMENGLONG/BC/NC/1/CELL/REINF/03/R0

4. THIS DRAWING IS WITHOUT ANY BASE PROJECTION MARKED AS C=0, & REINFORCEMENT AS NIL.

Reinf-1 Single cell Box

NOT TO SCALE



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PWD/IMPHAL TAMENGLONG/BC/NC/1CELL/Reinf/02 /R0PUBLIC WORKS DEPARTMENTGOVERMENT OF MANIPUR




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(IMPHAL-KANGCHUP-TAMENGLONG ROAD)1 : 50

DETAILS OF PCC WING WALL GENERAL ARRANGEMENT

(MAX HEIGHT OF WING WALL BELOW 6m.)

Wing-Wall

PWD/IMPHAL TAMENGLONG /BC/NC/MISC/01/R0

As ShownPrepared by Checked byDesigned by Approved by


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Wing-Wall

PWD/IMPHAL TAMENGLONG/BC/WC/MISC/02/R0


DETAILS OFAPPROACH SLAB & RCC RAILING

(WITHOUT EARTH CUSHION)



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PWD/IMPHAL TAMENGLONG/BC/WC/MISC/03/R0


As Shown

NOT TO SCALE



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PWD/IMPHAL TAMENGLONG/BC/WC/Notes/R0PUBLIC WORKS DEPARTMENTGOVERMENT OF MANIPUR


(FOR BOX CULVERT)

SINGLE CELL R.C.C. BOX CULVERTS GENERAL ARRANGEMENT

(WITH EARTH CUSHION)

PWD/IMPHAL TAMENGLONG/BC/1CELL/WC/GAD/ /R0



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01

Gad Single Cell

??

??

SINGLE CELL BOX CULVERTSTYPICAL REINFORCEMENT DETAILS

(WITH EARTH CUSHION)



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Reinf-1 (Single Cell)

SINGLE CELL RCC BOX CULVERTS1.2mx1.2m TO 3.0mx1.5mBAR BENDING DETAILS(WITH EARTH CUSHION)



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Reinf-2 (Single Cell)



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(IMPHAL-KANGCHUP-TAMENGLONG ROAD)1 : 50



Wing-Wall

PWD/IMPHAL TAMENGLONG/BC/NC/MISC/01/R0

As ShownPrepared by Checked byDesigned by Approved by


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Wing-Wall

PWD/IMPHAL TAMENGLONG/BC/NC/MISC/02/R0


SCHEDULE OF SECTIONAL DIMENSIONS OF RETAINING WALLS

1 ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE MENTIONED.

4 CLEAR COVER TO THE OUTERMOST BARS SHALL BE 50mm

5 SAFE BEARING CAPACITY OF SOIL AT FOUNDATION LEVEL

2 GRADE OF CONCRETE IS TO BE M30.

(GRADE Fe-500 CONFORMING TO IS: 1786).3 THE REINFORCEMENT SHALL BE OF HYSD BARS

SHALL NOT BE LESS THAN THAT GIVEN AT S.NO. 7 OF

NOTES :-

TABLE OF REINFORCEMENT DETAILS FOR RETAINING WALL FOR SBC=30 T/Sq.m.

ONLY WRITTEN DIMENSIONS AND REINF. DETAILS SHALL BE FOLLOWED. NO DIMENSION SHALL BE SCALED.

THE TABLE SHOWING DIMENSIONAL DETAILS.

OF DIFFERENT HEIGHTS

6. 100 DIA WEEPHOLES WITH SLOPE 1 IN 20 SHALL BE PROVIDEDAT SPACING OF 1000 C/C BOTH HORIZONTALY AND VERTICALLY(STAGGERED) IN FULL HEIGHT OF THE RETAINING WALL WITH BOTTOM MOST ROW 150mm ABOVE G.L.

8. TO COUNTER FOR THE DEFLECTION RETAINING WALL SHALL BECONSTRUCTED TILTED BACK BY 1 IN 100.

FOR STEM AND 75 mm FOR FOOTING.

BE PROVIDED WITH SELECTED EARTH CONFORMING TO APPENDIX 6 OF 7. BACK FILLING AND FILTER MEDIA BEHIND THE RETAINING WALL SHALL

9. THE SBC HAS BEEN CONSIDERED 300KN/m2 WHICH MAY BE CONFIRMED BEFORE EXECUTION.

REINFORCEMENT DETAILSRETAINING WALL

cd

c

b

g

3-10T

g

ed

a

k

k

mj

L

be

j +

? 3

PWD/IMPHAL TAMENGLONG/RE/ /R0

R.C.C. Cantilever Retaining WallSloping Back Fill Height = 5 to 8.0m.

DEEPAK KUMAR

Consultancy Services for Feasibility Study and Preparation of DetailedProject Report for Proposed Construction of Greater Imphal Ring Road

and Imphal Kangchup Tamenglong Tousem Haflong Roadin the state of Manipur

Revisions

DRAWING No:-

Ph : 2686-3000, Fax 2685-5252

B.K SWAIN

Prepared byARTI ROY

Designed by Checked by Approved by File Name :

A-8, Green Park, New Delhi - 110016Intercontinental Consultants & Technocrats Pvt.Ltd, Feb.-2015R0

DateRevisions

INITIAL PLAN

Description Checked by

ASEEM PRABHAKAR

Scale :

Not to Scale


k

50x BAR DIA

8mm dia @ 200 mm c/c

a

?????

@ 125 mm c/c

8mm dia @ 200 mm c/c(3Legs/m)

EARTH FACE


Project Title:-

01

TYPICAL CROSS SECTION OF

100 THK LEVELLING COURSEIN CC M-15

RETAINING WALL

OUTSIDE FACEEARTH FACE

O.G.L.

600 THK.FILTER MEDIA

CRASH BARRIER (TYP.)(WHERE EVER PROPOSED)

Slope 3:1

???????????????

(TYP)

SHEAR KEY

H(m)

Df(m)

ST(m)

St(m)

SH(m)

S(m)

TL(m)

HL(m)

B(m)

t(m)

T(m)

Base Pressure??????

(static cond... asper design)

7.0 2.5 0.4 0.3 0.4 1.1 3.0 3.45 7.55 0.3 1.1 17.0

8.0 2.5 0.6 0.3 0.4 1.3 3.4 4.0 8.7 0.3 1.3 20.0

9.0 2.5 0.6 0.3 0.6 1.5 3.6 4.8 9.9 0.3 1.3 23.0

10.0 2.5 0.7 0.5 0.6 1.8 4.2 4.6 10.6 0.3 1.8 24.0

11.0 2.5 0.9 0.5 0.6 2.0 4.4 5.2 11.6 0.3 2.0 26.5

12.0 2.5 1.6 0.5 0.5 2.6 4.4 5.6 12.6 0.3 2.4 29.0

S.No.

1

2

3

4

5

6


25 mm dia @ 220mm c/c

12 mm dia @ 300 mm c/c








20mm dia @ 100mm c/c









8.0 M7.0 M


TOTAL HEIGHT (HT) TOTAL HEIGHT (HT)











28mm dia @ 100mm c/c







10.0 M9.0 M


TOTAL HEIGHT (HT) TOTAL HEIGHT (HT)

10

9

m

L

8

7

6

k

j

g

5

4

e

d

3

2

SL.

1

c

b

MARKED

a

BAR NO.









11.0 MTOTAL HEIGHT (HT)









12.0MTOTAL HEIGHT (HT)








31

WEEP HOLES

P.C.C M-15 BEDDING

1000

DRY SONE 150 mm THICK PITCHING FOR PROTECTION

STONE MASONRY PARAPET WALL (450x600)

FILTER MEDIA

SCALE-1:40

PCC M-15

SLOPE 1:3

COPING WITH STONE ON EDGE

RIP RAP

EARTHEN SHOULDER

Drain

1:2

1:2.5

R.R.MASONRY (M15)

600

1500

100

2:1

BREAST WALL

600

PCC (M15)

ROADWAY EDGE

1200

WEEP HOLES

P.C.C M-15 BEDDING

1000

DRY SONE 150 mm THICK PITCHING FOR PROTECTION

FILTER MEDIA

SCALE-1:40

R R STONE MASONARY IN1:3 CEMENT SAND MORTARSLOPE 1:3

RIP RAP

STONE MASONRY PARAPET WALL (450x600)

COPING WITH STONE ON EDGE

EARTHEN SHOULDER

PWD/IMPHAL TAMENGLONG/RE/ /R0

Retaining Wall Sloping Back FillHeight = 5 to 8.0m.

DEEPAK KUMAR



Revisions

DRAWING No:-

Ph : 2686-3000, Fax 2685-5252

B.K SWAIN

Prepared byARTI ROY



DateRevisions

INITIAL PLAN


ASEEM PRABHAKAR

Scale :

Not to Scale



Project Title:-

02

Retaining walls

1. 100 MM SIZE PVC PIPE SHALL BE USED FOR WEEP HOLES WHICH SHALL BE PROVIDED AT INTERVAL OF 1500 MM

2. FOUNDATION OF R.W. SHALL BE TAKEN DEEP ENOUGH TO REST ON SOUND FOUNDATION MATERIAL, SAFE FROM SCOUR

3. FOUNDATION PITS IN FRONT OF TOE OF R.W. SHALL BE FILLED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL WITH

4. 500 MM RUBBLE PACKING OF HAND PACKED LOOSE STONE OR GRANULAR MATERIAL PACKING IN THE FORM OF FILTER SHALL

5. IN CASE OF R-2, THE FOUNDATION CAN BE STEPPED UP IF HARD ROCK IS ENCOUNTERED ATTHE BASE.

6. FILTER MEDIA SHALL BE PROVIDED BEHIND R. WALLS TO DRAIN OFF GROUND WATER TABLE OR RAINWATER SEEPAGE

7. R.W. TOP SHALL BE KEPT SLIGHTLY LOWER THAN THE SHOULDERS AND SHALL BE SLOPING OUTWARD TO VALLEY SIDE

VERTICALLY & HORIZONTALLY (STAGGERED) WITH SLOPE 1:10.

FROST & SURFACE WATER.

RIP RAP DRY STONE PITCHING IN 1000 MM LENGTH TO PREVENT TOE EROSION IN SOFT STRATA.

BE PROVIDED SURROUNDING THE INLET OF WEEP HOLES FOR PROPER DRAINAGE.

THE COPING SHALL CONSIST OF STONES ON EDGE WITH LARGE STONES WITH TOP OF COPING SLOPING TOWARDS VALLEY SIDE.

WHICH SHALL CONFORM TO (APPENDIX-6) OF IRC : 78-2000.

SO THAT WATER RUNS OVER THE WALL INSTEAD OF SEEPING INTO THE BACKFILL.

8. BACK FILL LAYER IMMEDIATELY BEHIND THE R.WALL, SHALL CONSIST OF HAND PACKED STONES OR SOME GRANULAR MATERIAL.

REMAINDER OF BACK FILL SHALL BE RAMMED IN 150 MM THICK LAYERS SLOPING TOWARDS THE BACK OF THE WALL.

THE TOP SURFACE OF BACK FILL SHALL BE SEALED TO PREVENT DIRECT SEEPAGE OF WATER BEHIND THE RETAINING WALL.


FINAL DETAILED PROJECT REPORT T JUNCTION at Km.0+070 & Km.0+230 (IMPHAL-KANGCHUP-TAMENGLONG ROAD ) Prepared by Checked byDesigned by Approved by


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Scale 1 : 500 PWD/IMPHAL TAMENGLONG/MAJ JUN/01/R0



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Scale 1 : 500 PWD/IMPHAL TAMENGLONG/MAJ JUN/02/R0 FINAL DETAILED PROJECT REPORT T JUNCTION at Km.2+675 (IMPHAL-KANGCHUP-TAMENGLONG ROAD )



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Vimal Prakash Aseem Prabhakar Deepak KumarAnju Sharma





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DESIGNS FOR BOUNDARYPILLAR / GUARD POST PWD/IMPHAL TAMENGLONG/RF/02 /R0

DEEPAK KUMAR

Consultancy Services for Feasibility Study and Preparation of DetailedProject Report for Proposed Construction of Greater Imphal Ring Road and

Imphal Kangchup Tamenglong Tousem Haflong Roadin the state of Manipur

Revisions

DRAWING No:-

Ph : 2686-3000, Fax 2685-5252

B.K SWAINPrepared by

ARTI ROYDesigned by Checked by Approved by File Name :

A-8, Green Park, New Delhi - 110016Intercontinental Consultants & Technocrats Pvt.Ltd, Feb. - 2015R0

DateRevisions

INITIAL PLAN


ASEEM PRABHAKAR

Scale :

Not to Scale

FINAL DETAILED PROJECT REPORTPUBLIC WORKS DEPARTMENT

GOVERMENT OF MANIPUR

Project Title:-


TYPICAL DESIGN OF KM STONEAND 200-METER STONE PWD/IMPHAL TAMENGLONG/RF/ /R0

DEEPAK KUMAR



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DRAWING No:-

Ph : 2686-3000, Fax 2685-5252

B.K SWAIN

Prepared byARTI ROY



DateRevisionsINITIAL PLAN


ASEEM PRABHAKAR

Scale :

Not to Scale



Project Title:-

01


CARRIAGEWAY 7.0m

?

CARRIAGEWAY 7.0m

PLAN

DL 1C 0001

DL4C 1234

SECTION AT AA

TYPICAL LAYOUT - PICKUP BUS STOP (RURAL)



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PWD/IMPHAL TAMENGLONG /BS/ /R0





0301

TYPICAL LAYOUT - PICK UP BUS STOP (IN RURAL SECTION)

?PLAN

TYPICAL LAYOUT - PICK UP BUS STOP (IN URBAN SECTION)

SECTION AT AA



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PWD/IMPHAL TAMENGLONG ROAD/BS/ /R0PUBLIC WORKS DEPARTMENTGOVERMENT OF MANIPUR

02TYPICAL LAYOUT - PICK UPBUS STOP ON (URBAN)


TYPICAL LAYOUT - PICK UP BUS STOP (IN HILLY SECTION)

?

DL 1C 0001

SECTION AT AA

TYPICAL LAYOUT - PICK UPBUS STOP ON (HILLY)



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0303

TYPICAL PLAN & SECTION OFBUS STOP



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PWD/IMPHAL RING ROAD/BUS BAY/04/R0PUBLIC WORKS DEPARTMENTGOVERMENT OF MANIPUR

N.T.S.

(Km. 4+000 to Km. 6+000)(Km. 0+000 to Km. 0+000)


DETAILS OF METALLICCRASH BARRIER PWD/IMPHAL TAMENGLONG/CB/ /R0

DEEPAK KUMAR



Revisions

DRAWING No:-

Ph : 2686-3000, Fax 2685-5252

B.K SWAINPrepared byARTI ROY



DateRevisions

INITIAL PLAN


ASEEM PRABHAKAR

Scale :

Not to Scale



Project Title:-

01




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Project Title:-



N.T.S. PWD/IMPHAL TAMENGLONG/RS/ /R001

(IMPHAL -KANGCHUP-TAMENGLONG ROAD)

(DIRECTION INFORMATION)



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N.T.S. DETAILS OF DIRECTION ANDPLACE IDENTIFICATION SIGNS

PWD/IMPHAL TAMENGLONG/RS/ /R003




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N.T.S. PWD/IMPHAL TAMENGLONG/RS/ /R002(WARNING SIGNS)


2. Gen.drawings Iktr

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