detail design drawings · reinforced concrete (rcc) footing slab, abutment & return wall. m25...

CONSTRUCTION OF GANGCHITPO BAILEY BRIDGE ON SILAMBI-NAGORGC ROAD, LINGMITHANG REGIONAL OFFICE

OCTOBER., 2017 DATE

DS 80 ft 3.227m

DETAIL DESIGN DRAWINGS

SPAN CARRIAGE WAY

SHEET CONTENTS :

DRAWING LIST

REVISION DATE DRAWING NO.

SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

GB-DL-01

FIRST ISSUE Oct., 2017 DESIGN

DRAWN

CHECKED

APPROVED

ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement

Department of Roads, Bridge DivisionThimphu, Bhutan

BAILEY TYPE STEEL TRUSS GANGCHITPO BRIDGE

[DS 80 FT SPAN & 3.277 m CARRIAGEWAY]

On Silambi-Nagor GC Road

under Lingmithang Regional Office

KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)

TSHEWANG RINZIN (E)REVISED

REBAR CODES & SHAPE DETAILS

GB-GN-02

7

6

5

4

3

GB-DL-01DRAWING LIST2

COVER PAGE1

DRAWING NUMBERDESCRIPTION SL

GENERAL NOTES

DRAWING LIST

8

GENERAL ELEVATION 01

14

13

12

11

10

9

15

16

GENERAL PLAN 01

GENERAL PLAN 02

REINFORCEMENT SECTION & REINFORCEMENT SIDE VIEW OF LEFT ABUTMENT

17

REINFORCEMENT PLAN OF RETURN WALL

BAR BENDING SCHEDULE OF LEFT ABUTMENT


SIDE ELEVATION & FRONT ELEVATION OF LEFT ABUTMENT

SECTIONAL ELEVATION & REINFORCEMENT VIEW "1-1-" OF LEFT ABUTMENT

REINFORCEMENT DETAILS OF LEFT ABUTMENT

FRONT REINFORCEMENT VIEW & SECTION "E-E" OF LEFT ABUMENT

SPACER PLAN & SECTION OF LEFT ABUTMENT

GB-RCSD-03

GB-GP01-04

GB-GP02-05

GB-GE01-06

GB-GE02-07

GB-ABT-08

GB-ABT-09

GB-ABT-10

GB-ABT-11

GB-ABT-12

GB-ABT-13

GB-ABT-14

GB-ABT-15

GB-ABT-16

18

19

20

21

BAR BENDING SCHEDULE OF LEFT RETURN WALL

SIDE ELEVATION & FRONT ELEVATION OF RIGHT ABUTMENT

FOOTING & BEARING PLAN OF RIGHT ABUTMENT

GB-ABT-17

GB-ABT-18

GB-ABT-19

GB-ABT-20

22

23

25

REINFORCEMENT DETAILS OF RIGHT ABUTMENT

PLAN OF ANCHORAGE BAR & REINFORCEMENT VIEW "1-1" OF RIGHT ABUTMENT

PLAN OF RRM WING WALL

GB-ABT-21

GB-ABT-22

GD-ABT-24

FOOTING & BEARING PLAN OF LEFT ABUTMENT

ELEVATION & SECTION OF WING WALL

24

BAR BENDING SCHEDULE OF RIGHT ABUTMENT

GB-ABT-23

GENERAL NOTES FOR RCC CONSTRUCTION WORK

A. GENERAL

1. THE NOTES IN THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL

RELEVANT DRAWING PERTAINING TO THE BRIDGE.

2. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS IN MILLIMETER (mm) AND

ALL LEVELS ARE IN METER (m). DIMENSIONS ARE NOT TO BE SCALED AND ONLY

WRITTEN DIMENSION ARE TO BE FOLLOWED.

3. THE CONTRACTOR SHALL VERIFY ALL CHAINAGES, REDUCED LEVELS,

COORDINATES AND DIMENSIONS BEFORE START OF THE WORK. INCASE

OF ANY DISCREPANCY, THE MATTER SHALL BE BROUGHT TO NOTICE OF

THE ENGINEER.

4. ABUTMENTS OF THE BRIDGE IS DESIGNED AS PER IRC - 21 & IS 456 USING MIDAS CIVIL.

5. LOADING: CLASS 24R AS PER IRC.

B. CONCRETE

UNLESS OTHERWISE SPECIFICALLY MENTIONED IN THE DRAWINGS OR DIRECTED

BY THE ENGINEER, CONCRETE GRADE SHALL BE AS PER THE RELATED SECTION

OF CONTRACT DOCUMENT PARTLY REPRODUCED AS BELOW:

APPLICATION LOCATION SPECIFIED COMPRESSIVE STRENGTH IN CUBE

(28 DAYS) IN MPa

REINFORCED CONCRETE (RCC)

FOOTING SLAB, ABUTMENT & RETURN WALL. M25

PLAIN CEMENT CONCRETE (PCC)

FOR LEVELING. M10

*** UNLESS OTHERWISE MENTIONED IN THE SPECIFICATION,

THE TRIAL MIX DESIGN STRENGTH SHALL BE 31.6 MPa.

C. REINFORCEMENT

1. ALL REINFORCEMENT SHALL BE OF HIGH YIELD STRENGTH

DEFORMED BARS (MIN fy 500 MPa).

2. SCHEDULLING OF BAR IS DONE IN ACCORDANCE WITH ISO 4066:2000.

3. MINIMUM LAP LENGTH OF REINFORCEMENT SHALL BE CONFORM TO

AASHTO/2007. IF 50% OF REINFORCEMENT IS TO BE SPLICED PROVIDE

CLASS B AND FOR 100% SPLICING PROVIDE CLASS C AS SHOWN BELOW:

BAR DIA

mm

10 300

41212

73216

926

18

114420

1384

22

178725

224728

292732

4. CLEAR CONCRETE COVER TO REINFORCEMENT IS AS FOLLOW.

UNLESS OTHERWISE SPECIFIED BY ENGINEER,

THIS SHALL BE FOLLOWED THROUGHOUT THE CONSTRUCTION.

ABUTMENT (ALL SIDES) = 75 MM

(UP TO OUTER FACE OF MAIN REINFORCEMENT)

RETURN WALL (ALL SIDES) = 75MM

5. SPECIFICALLY MADE COVER BLOCKS OF SAME STRENGTH AS THAT

OF CONCRETE AND DIMENSION AS PROVIDED IN DRAWINGS SHALL BE

ONLY USED TO OBTAIN THE UNIFORMITY OF CLEAR COVER THROUGH

OUT THE CONSTRUCTION.

D. WATER

WATER TO BE USED IN THE CONCRETING AND CURING SHALL BE

PORTABLE WATER.

E. SUPERVISION

CONSTRUCTION WORK MUST BE SUPERVISED BY A COMPETENT

SUPERVISION ENGINEER.

374

538

957

1211

1495

1809

2337

2931

3828

DEV.

LENGTH, mm

SPLICE LENGTH, mm

CLASS ACLASS B

CLASS C

300

317

563

713

880

1064

1374

1724

2252

220

317

563

713

880

1064

1374

1724

2252

SHEET CONTENTS :

GENERAL NOTES


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

GB-GN-02


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


1

(ART. 5.10 AASHTO LRFD 2007)

REBAR

DESIGNATION

DIA, mm

AREA,

mm

2

UNIT WT.,

kg/m

REBAR TYPE

T10 10 79 0.617 IS : 1786 GRADE Fe 500

T12 12 113 0.888

TIE/STIRRUPS OTHER 90

0

135

0

90

0

180

0

T16 16 201 1.578

T10 40 60 60 75 120 65

T20 20 314 2.466

T12 48 72 72 75 144 65

T25 25 491 3.853

T16 64 96 96 96 192 65

T28 28 616 4.834

T20 - 120 240 120 240 80

T32 32 804 6.313

T25 - 150 300 150 300 100

T28 - 168 168 336 112

T32 - 256 192 384 128

1

ALL REINFORCEMENT SHALL BE COLD BEND

REBAR

DESIGNATION

BENDING DIAMETER

TIE/STIRRUPS

STANDARD HOOK EXTENSION, mm

OTHER

IS : 1786 GRADE Fe 500





TABLE 3 : STANDARD RE-BAR PROPERTIES

(UNIT WT. 0.00785 kg / mm² /m)


TABLE 4 : STANDARD HOOK AND BEND REQUIREMENT

DETAILED LENGTH HOOK LENGTH

UNBEND HOOK LENGTH

OFFSET LENGTH

H

O

O

K

E

X

T

E

N

S

I

O

N

B

E

N

D

D

I

A

M

E

T

E

R

DETAILED LENGTH

UNBEND HOOK LENGTH

B

E

N

D

D

I

A

M

E

T

E

R

HO

OK

LE

NG

TH

HO

OK

E

XT

EN

.

1

2

BNED F + BAR F

DETAILED LENGTH

UNBEND HOOK LENGTH

B

E

N

D

D

I

A

M

E

T

E

R

1

2

BEND F + BAR F

OFFSET LENGTH

H

O

O

K

E

X

T

N

.

HOOK LENGTH

DETAILED LENGTH

UNBEND HOOK LENGTH

BEND DIAMETER

1

2

BEND F + BAR F

HOOK EXTENSION

HOOK LENGTH

OF

FS

ET

LE

NG

TH

BA

R D

IA

BA

R D

IA

BA

R D

IA

BA

R D

IA

45° HOOK

90° HOOK

135° HOOK

180° HOOK

REBAR HOOK SPECIFICATION

SHAPE CODE

SHPAE

00

a

11

b

Total Length :

a

a

Total Length :

r

a

b

d

c

51

Total Length :

2(a+b)+16d

21

b

a

c

Total Length :

a+b+c-r-2d

SHAPE CODE AS PER ISO 4066 : 2000

LEGEND :

r = BENDING RADIUS AS

PER TABLE 4

d = DIAMETER OF BAR

a/b/c/d = AS SHOWN

a+b - ½ r-d

NOTES

A. GENERAL

ALL THE DIMENSIONS ARE IN

MILLIMETER UNLESS

OTHERWISE SPECIFIED.

B. SHAPE CODE & BAR SHAPE

THE STANDARD SHAPE CODES AND

ITS METHOD OF MEASUREMENT

HAVE BEEN PREPARED AS PER

EUROPEAN STANDARD BS EN ISO

4006 : 2000.

BAR MARK

40-01-T20-150-BOTT.

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

T - HIGH YIELD DEFORMED BAR

Y - DEFORMED MS BAR

R - ROUND MS BAR

INDICATES BAR CUT POINT

SHEET CONTENTS :

REBAR CODES &

SHAPE DETAILS


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

GB-RCSD-03


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


CO-ORDINATES

Reference East North Elevation

Description

BM01 998.889 523.269 107.039

BM02 1001.292 497.555 100.179

bench mark

bench mark

STN01 1000.000 500.000 100.000 instrument station

Alignm

ent

95

95

100

100

100

105 105

975

1000

1025

1050

500500

525525

LEGEND

INSTRUMENT STATION

BENCH MARK

R15000

80' +

2.2

5'' (

Bea

ring

to B

eari

ng)

80 F

T D

OU

BL

E S

ING

LE

BA

ILE

YT

YPE

ST

EE

L T

RU

SS B

RID

GE

0.000

2.068

3.7624.8745.000

10.000

15.000

17.027

17.304

20.00020.220

22.01122.847

25.000

25.584

29.96930.00030.709

CH:-1.691

CH:22.846

R15000

FILLING

RRM W

ALL TOP

LEFT ABUTMENT

RIGHT ABUTMENT

FLOW DIRECTIONFLOW DIRECTION

GENERAL PLAN 01

STN01

BM02

BM01

RR

M W

AL

L T

OP

FLOW DIRECTION

LINE OF LOW WATER LEVEL



EDGE LINE

EDGE LINE

EDGE LINE

BOULDER FILLING

SHEET CONTENTS :

GENERAL PLAN 01


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:250

GB-GP01-04


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


Alignm

ent

105

R15000

80' +

2.2

5'' (

Bea

ring

to B

eari

ng)

80 F

T D

OU

BL

E S

ING

LE

BA

ILE

YT

YPE

ST

EE

L T

RU

SS B

RID

GE

0.000

2.068

3.7624.8745.000

10.000

15.000

17.027

17.304

20.00020.220

22.01122.847

25.000

25.584

29.96930.000

CH:-1.691

CH:22.846

R15000

FILLING

RRM W

ALL TOPLEFT ABUTMENT

RIGHT ABUTMENT

FLOW DIRECTIONFLOW DIRECTION

STN01BM02

BM01

RR

M W

ALL TO

P

FLOW DIRECTION




EDGE LINE

EDGE LINE

EDGE LINE

GENERAL PLAN 02

BOULDER FILLING

SHEET CONTENTS :

GENERAL PLAN 02


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:170

GB-GP02-05


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


Datum : 95.000

99.7

06

0.0

00

100.0

00

2.0

68

99.6

39

3.7

62

99.126

4.8

74

99.0

85

5.0

00

97.4

58

10.0

00

95.8

31

15.0

00

95.171

17.0

27

95.8

03

17.3

04

102.6

97

20.0

00

103.2

61

20.2

20

103.0

59

22.0

11

104.0

24

22.8

47

105.0

40

25.0

00

105.3

1525.5

84

107.0

70

29.9

69

107.113

30.0

00

108.0

83

30.7

09

chain

age

elev

ation

Horizontal Scale 1 : 400Vertical Scale 1 : 400

INSTRUMENT STATION

CH

:-1.6

91

1691

CH

:22.

846

835

3259

80' + 2.25'' (Bearing to Bearing)80 FT DOUBLE SINGLE BAILEY TYPE STEEL TRUSS BRIDGE

TOP OF FOOTING SLABRL= 98.706

BOTTOM OF PCC SLABRL= 97.606

BEARING LEVELRL= 103.706



EXISTING ROAD LEVELRL= 102.108

EXISTING ROAD LEVELRL= 109.039

FINISHED ROAD LEVEL

FINISHED ROAD LEVEL

DIRT WALL TOPRL= 104.328

FINISHED TERRAINFINISHED TERRAIN

HFL=97.659

LWL=96.159



1501

10200

5100

BOULDER FILLING

SHEET CONTENTS :



SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:140

GB-GE01-06


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


Datum : 95.000

INSTRUMENT STATION

CH

:-1.6

91

CH

:22.

846

3259

80' + 2.25'' (Bearing to Bearing)80 FT DOUBLE SINGLE BAILEY TYPE STEEL TRUSS BRIDGE

TOP OF FOOTING SLABRL= 98.706



BEARING LEVELRL= 103.706EXISTING ROAD LEVEL

FINISHED ROAD LEVEL


FINISHED TERRAINFINISHED TERRAIN

HFL=97.659

LWL=96.159



BOULDER FILLING

SHEET CONTENTS :



SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:80

GB-GE02-07


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


SIDE ELEVATIONScale:1:35

42004000

2000 1000 1000100 100

5000

1000

100

6000

6100

300

300

4400

1000

1000

1000

1000

1000

800

200

200800 800

200

600 800 600

534 900

℄of Bearing

834

DIRT WALL TO BE CONSTRUCTED AFTERBRIDGE SUPERSTRUCTURE IS LAUNCHED

FRONT ELEVATIONScale:1:35

62006000

750 1500 1500 1500 750

1500 1500 1500 1500

1300

1500

1500

1322

1000

6000

1000

5000

622

6622

6722

100500 5000 500

100 100

℄OF

ABU

TMEN

T

Weep holesø 11 cm HDPE pipes1 in 20 slope

Construction joint

SHEET CONTENTS :

SIDE ELEVATION &

FRONT ELEVATION OF

LEFT ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

GB-ABT-08


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


FOOTING PLANScale:1:35

42004000

100 100

2400

600 10002000 400

1600

6200

6000

5000

500

500

100

100

250

250

250

250

℄of A

butm

ent ℄o

f Bea

ring

Fron

t out

line

of D

irt W

all

Bac

k ou

tline

of A

butm

ent S

tem

Fron

t out

line

of A

butm

ent S

tem

BEARING PLANScale:1:35

42004000

100 100

2400

600 10002000 400

1600

6200

6000

5000

500

500

100

100

250

250

250

250

3937

457

574

457

575

1400

900

1400

900

Out

line

of A

butm

ent C

ap

2997

102

102

622

200 200

504

118

DIRT WALL DETAILSScale: 1:15

NOTES

GENERAL

1. ALL THE DIMENSIONS ARE IN MILLIMETER

UNLESS OTHERWISE MENTIONED.

2. DO NOT SCALE THIS DRAWINGS.

USE GIVEN DIMENSIONS ONLY.

3. DURING THE CONSTRUCTION, THE

CONTRACTOR MUST CHECK THE

DIMENSIONS, LEVELS AND

MEASUREMENTS. DISCREPANCY

IF ANY TO BE REPORTED TO THE

ENGINEER BEFORE EXECUTION.

MATERIALS

1. CONCRETE 28 DAYS STRENGTH

IN CUBE, fck = 25 MPa. [UNLESS

OTHERWISE MENTIONED IN THE

SPECIFICATION, THE TRIAL MIX

DESIGN STRENGTH SHALL BE 31.6 MPa]

2. YIELD STRENGTH OF STEEL,

fy = 500 MPa (GRADE Fe 500, IS 1786).

3. DETAILS OF STEEL IS MENTIONED

IN THE DRAWING AND ITS QUANTITY

IN THE BAR BENDING SCHEDULE.

COVERING

ABUTMENT WALL (ALL SIDES) = 75 MM

(UP TO OUTER FACE OF MAIN BAR)


Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

40-01-T 20-150-BOTT.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

/ REMARK

SHEET CONTENTS :

FOOTING & BEARING

PLAN OF LEFT

ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

GB-ABT-09


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


SECTIONAL ELEVATIONScale:1:35

1300

1500

1500

3900

1100

500

4000

2000 1000 1000

4200100 100

1000

5000

6000

6100

100

REINFORCEMENT VIEW "1-1"Scale:1:30

40-0

1-T2

0-15

0-BO

TT.

40-0

2-T1

6-15

0-TO

P.

27-03-T16-150-BOTT.

27-04-T16-150-TOP.

LEGEND

BOTTOM BAR

TOP BAR

NOTES

GENERAL











MATERIALS







fy = 500 MPa (GRADE Fe 500, IS 1786).




COVERING




Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

40-01-T 20-150-BOTT.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

/ REMARK

SHEET CONTENTS :

SECTIONAL ELEVATION

& REINFORCEMENT

VIEW "1-1" OF LEFT

ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

GB-ABT-10


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


REINFORCEMENT DETAILSScale:1:30

500

40-01-T20-150-BOTT.27-03-T16-150-BOTT.

3x2=6-07(A&B)-T12-EQ-FACE

3-05(A)-T12-EQ-FACE 3-05(B)-T12-EQ-FACE2x4=8-06(B)-T12-CHAIRS

3x4=12-6(A)-T12-CHAIRS

40-02-T16-150-TOP27-04-T16-150-TOP

40-8(A)-T20-150-BS

40-08(B)-T16-150-RS

3x2=6-13(A&B)-T12-EQ-FACE

34-09(A)-T16-150-BS

30-9(B)-T16-150-RS

8x10=80-14-T12-600-SPACER

8-10-T16-150-AC40-11-T16-150-AC

11-12-T16-150-AC

11

15001500

880 570

SHEET CONTENTS :

REINFORCEMENT

DETAILS OF LEFT

ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

GB-ABT-11


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


FRONT REINFORCEMENT VIEWScale:1:35

6(A)

6(B)

01

7(A) 7(B)

03

020405(A&B)

450 1500 1500 1500

1500 1500 1350

31-11-T20-200-RS

40-08(A)-T20-150-BS

34-9(A)-T16-150-BS

30-9(B)-T16-150-RS EE

40-08(B)-T16-150-RS

DIRT WALL IN RRM

SECTION "E-E"Scale: 1:40

1000

6000

08(A)

08(B)

09(A)

09(B) & 10

14

LEGEND

BACKFILL SIDE BAR

RIVER SIDE BAR

SHEET CONTENTS :

FRONT

REINFORCEMENT

VIEW & SECTION "E-E"

OF LEFT ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

GB-ABT-12


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


14

09(A) 09(B)& 10

SPACER PLANScale:1:30

50

50

600

600

600

600

SECTION OF RETURN WALLScale:1:30

200

1700

1500

1500

300

Weep holesø 11 cm HDPE pipes1 in 20 slope

Filter materials50 cm thick

5000

NOTES

GENERAL











MATERIALS







fy = 500 MPa (GRADE Fe 500, IS 1786).




COVERING



RETURN WALL = 75MM


Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

40-01-T 20-150-BACK.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

/ REMARK

SHEET CONTENTS :

SPACER PLAN &

SECTION OF RETURN

WALL


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

GB-ABT-13


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


REINFORCEMENT SECTION OF RETURN WALLScale:1:30

200

200

8-01-T16-250-BS

8-02-T16-250-VS

34-03-T12-150-BS

34-04-T12-150-VS

8x4=32-05-T12-600-SPACER

REINFORCEMENT SIDE VIEW OF RETURN WALLScale:1:30

02

01

03 04

NOTES

GENERAL











MATERIALS







fy = 500 MPa (GRADE Fe 500, IS 1786).




COVERING



RETURN WALL = 75MM


Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

40-01-T 20-150-BACK.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

/ REMARK

LEGEND

BACKFILL SIDE BAR

VALLEY SIDE BAR

SHEET CONTENTS :

REINFORCEMENT

SECTION &

REINFORCEMENT SIDE

VIEW OF RETURN WALL


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

GB-ABT-14


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


REINFORCEMENT PLAN OF RETURN WALLScale:1:15

01

02

03

04

05

20-06-T16-250-HAUNCH

NOTES

GENERAL











MATERIALS







fy = 500 MPa (GRADE Fe 500, IS 1786).




COVERING



RETURN WALL = 75MM


Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

40-01-T 20-150-BACK.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

/ REMARK

SHEET CONTENTS :

REINFORCEMENT PLAN

OF RETURN WALL


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

GB-ABT-15


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


ca b

ca b

ca b

ca b

ca b

ca b

ca b

a e

db

c

ba

c

cba

SHEET CONTENTS :

REBAR SCHEDULE OF

LEFT ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

GB-ABT-16


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


Note:Bar Bending Schedule prepared is just for reference and estimation purpose only. The Contractor has to prepare separate Bar Bending Schedule before bar bending starts.

b

a

c

cab

bca

ab

c

SHEET CONTENTS :

REBAR SCHEDULE OF

LEFT RETURN WALL


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

GB-ABT-17


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)



20002200100 100

1000 1722

100

6221600 230

3701000

SIDE ELEVATIONScale:1:20

℄of Bearing℄of Abutment

60006200100 100

1722

1000

622

FRONT ELEVATIONScale:1:35

100

622

200 200

504

118

DIRT WALL DETAILSScale: 1:15

SHEET CONTENTS :

SIDE ELEVATION &

FRONT ELEVATION OF

RIGHT ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

GB-ABT-18


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


Note:Dirt Wall to be constructed only afterBridge Superstructure is launched.

FOOTING PLANScale:1:35

℄of B

earin

g℄o

f Abu

tmen

t

6000

6200

100

100

20001600 400

2200100 100

BEARING PLANScale:1:35

3937

457

574

457

575

6000

6200

100

100

20002200100 100

1400

900

1400

900

2997

102

102

NOTES

GENERAL











MATERIALS







fy = 500 MPa (GRADE Fe 500, IS 1786).




COVERING



RETURN WALL = 75MM


Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

40-01-T 20-150-BACK.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

/ REMARK

SHEET CONTENTS :

FOOTING & BEARING

PLAN OF RIGHT

ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

GB-ABT-19


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


1300

24-01-T25-800-ANCHOR

13-04-T16-150-BOTT.3x2=6-08(A&B)-T12- EQ-FACE

3-07(A)-T12-EQ-FACE 3-07(B)-T12-EQ-FACE

40-03-T16-150-TOP13-05-T16-150-TOP

40-02-T16-150-BOTT.

3x10=30-06-T12-CHAIRS

REINFORCEMENT DETAILSScale:1:20

11

SHEET CONTENTS :

REINFORCEMENT

DETAILS OF RIGHT

ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

GB-ABT-20


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


200

800

800

800

800

800

800

800

200

200800 800

200

PLAN OF ANCHORAGE BARScale:1:30

Anchor Hole should beminimum of 32mm Dia

REINFORCEMENT VIEW "1-1"Scale:1:30

40-02-T16-150-BOTT.

13-04-T16-150-BOTT.

13-05-T16-150-TOP

40-03-T16-150-TOP

LEGEND

BOTTOM BAR

TOP BAR

NOTES

GENERAL











MATERIALS







fy = 500 MPa (GRADE Fe 500, IS 1786).




COVERING



RETURN WALL = 75MM


Y - DEFORMED MS BAR

R - ROUND MS BAR


BAR MARK

40-01-T 20-150-BACK.

NOS. OF BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION

/ REMARK

SHEET CONTENTS :

PLAN OF ANCHORAGE

BAR &

REINFORCEMENT VIEW

"1-1" OF RIGHT

ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

GB-ABT-21


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


a

b

cab

ca b

cab

cab

a e

db

c

SHEET CONTENTS :

REBAR SCHEDULE OF

RIGHT ABUTMENT


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

GB-ABT-22


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)



0.0

00

2.0

68

3.7

62

4.8

74

5.0

00

CH

:-1.6

91

STN01

BM02

FILLING

RRM WALL TOP

RRM W

ALL TOP

LEFT ABUTMENT

PLAN OF RRM WING WALL

FLO

W D

IRE

CT

ION

5000

600

5000

5000

RRM WALL TOP

5000

SHEET CONTENTS :

PLAN OF RRM WING

WALL


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:100

GB-ABT-23


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


2671

6656

283

0

10200

2992

5100

5002

2001A

A

B

B

C

C

50035003

GENERAL ELEVATION OF RRM WALLScale:1:80

100mm thick PCC M1020mm agg.

100mm thick PCCM10, 40mm agg.

100x100mm weepholes@ 1.5m c/c 6

356

RRM in cement mortar 1:4979

4200

1500

1500

SECTION "A-A"Scale:1:65

1500

200mm thickstone soiling

877

600

500mm filter mediawith approved materials

4400

500

100 100

Back filling by usingselected subgrade materials

5992

544

648

1500

20002200100

SECTION "B-B" & "C-C"Scale:1:40

100

2400

SHEET CONTENTS :

ELEVATION & SECTION

OF WING WALL


SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:100

GB-ABT-24


DRAWN

CHECKED

APPROVED







KARMA WANGDI (CE)

RINCHEN KHANDU (EE)

TSHEWANG RINZIN (E)


detail design drawings · reinforced concrete (rcc) footing slab, abutment & return wall. m25...

Documents