CONSTRUCTION OF DRANGSINGCHU ZAM ON BJEEZAM-NUBI … · DZ-GN-02 DZ-RCSD-03 DZ-GP-04 DZ-GP-05...

CONSTRUCTION OF DRANGSINGCHU ZAM ON BJEEZAM-NUBI GC ROAD, RO TRONGSA

BAILEY BRIDGE

: TS BAILEY BRIDGE

BRIDGE TYPE

: DECEMBER, 2017DATE

: 23 SHEETS (include cover)

NOS. OF SHEET SPAN CARRIAGEWAY

90 FT. 3.277m

Sl. No.

DRAWING LIST

1 COVER PAGE

DRAWING DESCRIPTION

2 DRAWING LIST

3 GENERAL NOTES

4 REBAR CODE AND SHAPE DETAILS

5 GENERAL PLAN

6 GENERAL PLAN

7 GENERAL ELEVATION

8 GENERAL ELEVATION

9 RIGHT ABUTMENT FOOTING PLAN & SIDE VIEW

10 RIGHT ABUTMENT FRONT VIEW AND SECTION A-A

11 RIGHT RETURN WALL PLAN AND SECTION B-B

12 REINF. DETAILS OF RIGHT ABUTMENT

13 REINF. PLAN OF RIGHT ABUTMENT FOOTING

14 REINF. PLAN OF RIGHT RETURN WALL

15 REINF. DETAILS OF RIGHT RETURN WALL

16 FOOTING PLAN AND SIDE VIEW OF LEFT ABUTMENT

17 REINF. DETAILS OF LEFT ABUTMENT AND ROCK ANCHORAGE PLAN

18 REBAR SCHEDULE OF RIGHT ABUTMENT

19 REBAR SCHEDULE OF RIGHT RETURN WALL

20 REBAR SCHEDULE OF LEFT ABUTMENT

21 GABION PROTECTION

DRAWING NUMBER

DZ-DWL-01

DZ-GN-02

DZ-RCSD-03

DZ-GP-04

DZ-GP-05

DZ-GE-06

DZ-GE-07

DZ-ABT-08

DZ-ABT-09

DZ-ABT-10

DZ-ABT-11

DZ-ABT-12

DZ-ABT-13

DZ-ABT-14

DZ-ABT-15

DZ-ABT-16

DZ-RS-17

DZ-RS-18

DZ-RS-19

DZ-GB-20

22 PLAN SHOWING RRM WALL DZ-RRM-21

23 RRM SECTION DZ-RRM-22

SHEET CONTENTS :

REVISION DATE DRAWING NO.

SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

DZ-DL-01LIST OF DRAWINGS

ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement

Department of Roads, Bridge DivisionThimphu, Bhutan

DEC., 2017DRANGSINGCHU BAILEY BRIDGE

(90 ft. TS & 3.277m CARRIAGE WIDTH)

ON BJEEZAM-NUBI GC ROAD

RO, TRONGSA

RINCHEN KHANDU (Executive Engineer

UGYEN PHUNTSHO (Engineer)

KARMA WANGDI ( Chief Engineer)


GENERAL NOTES FOR ABUTMENT CONSTRUCTION

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

(28 DAYS) IN MPa

REINFORCED CONCRETE (RCC)

FOOTING SLAB, ABUTMENT AND M25

RETURN WALL

PLAIN CEMENT CONCRETE (PCC)

FOR LEVELING. M10

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 FOR ABUTMENT AND

RETURN WALL IS 50mm. UNLESS OTHERWISE SPECIFIED BY ENGINEER,

THIS SHALL BE FOLLOWED THROUGHOUT THE CONSTRUCTION.

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

DRAWING NO.

SCALE:

(as Sheet A3 size)

NTS

DZ-GN-02



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

GENERAL NOTES




RO, TRONGSA





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

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

T16 16 201 1.578

T20 20 314 2.466

T25 25 491 3.853

T28 28 616 4.834

T32 32 804 6.313

IS : 1786 GRADE Fe 500





TABLE 3 : STANDARD RE-BAR PROPERTIES

(UNIT WT. 0.00785 kg / mm² /m)


1

(ART. 5.10 AASHTO LRFD 2007)

TIE/STIRRUPS OTHER 90

0

135

0

90

0

180

0

T10 40 60 60 75 120 65

T12 48 72 72 75 144 65

T16 64 96 96 96 192 65

T20 - 120 240 120 240 80

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

TABLE 4 : STANDARD HOOK AND BEND REQUIREMENT

NOTES

GENERAL

1. ALL THE DIMENSIONS ARE IN

MILLIMETER UNLESS OTHERWISE

SPECIFIED.

2. DONOT SCALE THIS DRAWINGS.

USE GIVEN DIMENSIONS ONLY

DURING THE CONSTRUCTION.

MATERIALS

1. CONCRETE 28 DAYS STRENGTH IN

CUBE , Fck = 25 MPa. [UNLESS

OTHERWISE MENTIONED IN THE

SPECIFICATION, THE TRIAL MIX

DESIGN SHALL BE 31.6 MPa].

2. YIELD STRENGTH OF STEEL, fy= 500

MPa (GRADE Fe 500, IS1786.

3. DETAILS OF STEEL IS MENTIONED IN

THE DRAWING AND ITS QUANTITY IN

THE BAR BENDING SCHEDULE.

COVERING

CLEAR CONCRETE COVER TO

REINFORCEMENT IS 75 mm

3. DURING THE CONSTRUCTION,

CONTRACTOR SHOULD CHECK

ALL DIMENSIONS, LEVELS AND

MEASUREMENTS. DISCRIPENCY

ANY SHOULD BE REPORTED TO

ENGINEER BEFORE EXECUTION.

BAR MARK

40-01-T16-150-BOTT

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

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

a+b - ½ r-d

LEGEND :

r = BENDING RADIUS AS

PER TABLE 4

d = DIAMETER OF BAR

a/b/c/d = AS SHOWN

DRAWING NO.

SCALE:

(as Sheet A3 size)

NTS

DZ-RCSD-03



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

RCSD




RO, TRONGSA





5.000

2031

2031

2031

2031

20342034

2034

2034

2037

2037

2037

2037

2040

2040

2040

2040

2043

2043

2043

2043

2046

2046

2049

2049

20522052

Align

men

t

0.0000.000

4.528

10.578

15.013

26.691

31.519

33.850

34.383

35.194

37.946

41.588

46.201

69°

400

0

7000

3000

400

0

Flo

w

D

irectio

n

1

2

3

4

5

6

7

8

B

r

id

g

e

S

p

a

n

=

2

7

.

4

8

9

m

e

t

e

r

s

T

O

W

A

R

D

S

T

R

O

N

G

S

A

T

O

W

A

R

D

S

N

U

B

I

6000

7000

800

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:350

DZ-GP-04



GENERAL PLAN

SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

GENERAL PLAN




RO, TRONGSA





20312034

2037 2040

10.578

15.013

26.691

31.519

33.850

34.383

35.194

37.946

41.588

46.201

69°

400

0

7000

3000

400

0

Flo

w

D

irectio

n

1

2

3

4

5

6

7

8

B

r

id

g

e

S

p

a

n

=

2

7

.

4

8

9

m

e

t

e

r

s

T

O

W

A

R

D

S

T

R

O

N

G

S

A

T

O

W

A

R

D

S

N

U

B

I

6000

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:150

DZ-GP-05



GENERAL PLAN

SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

GENERAL PLAN




RO, TRONGSA





Datum : 2027.000

P5

2038.0

71

0.0

00

CL1

2034.5

35

4.5

28

2031.879

10.0

00

P4

2031.449

10.5

78

P3

2031.498

15.0

13

2027.8

80

20.0

00

P2

2029.2

33

26.6

91

2029.2

58

30.0

00

P1

2029.2

34

31.519

P8

2035.4

96

33.8

50

P9

2031.601

34.3

83

P7

2038.5

76

35.194

P6

2039.2

61

37.9

46

2039.8

21

40.0

00

P10

2040.2

55

41.588

P11

2039.2

59

46.2

01Chainage

LS - Elevation

LS - Identifier

Horizontal Scale 1 : 200

Vertical Scale 1 : 200

LS

LWL RL= 2028.423

LWL RL= 2031.423

PCC TOP= 2037.255

SLAB TOP= 2038.455

CHAIN

AGE=1

3.7

65

CHAIN

AGE=4

1.258

90 FEET SPAN TRIPLE SINGLE

BAILEY TYPE STEEL TRUSS BRIDGE

BRIDGE SPAN= 90 ft. + 2.25" (27.489 METERS)

BEARING LEVEL= 2039.605

ROAD LEVEL= 2040.227



TOWARDS TRONGSA TOWARDS NUBI

SLAB TOP= 2028.955

PCC TOP= 2027.755

MA

INT

AIN

GR

AD

IEN

T A

S P

ER

GC

RO

AD

RE

QU

IRE

ME

NT

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:165

DZ-GE-06



GENERAL ELEVATION

SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

GENERAL ELEVATION




RO, TRONGSA





LWL RL= 2028.423

LWL RL= 2031.423

PCC TOP= 2037.255

SLAB TOP= 2038.455

CHAIN

AGE=1

3.7

65

CHAIN

AGE=4

1.258

90 FEET SPAN TRIPLE SINGLE

BAILEY TYPE STEEL TRUSS BRIDGE

BRIDGE SPAN= 90 ft. + 2.25" (27.489 METERS)





TOWARDS TRONGSA TOWARDS NUBI

SLAB TOP= 2028.955

PCC TOP= 2027.755

5000

5000

12472

8000

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:100

DZ-GE-07



GENERAL ELEVATION

SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

GENERAL ELEVATION




RO, TRONGSA





100

6200

3600 1200 12001006000

6000

100

550

4900

550

100

℄of A

butm

ent

6200

250

250

250

250

FOOTING PLAN (Scale 1:50)

100 3600 1200 12001006000

6200

DetailA

1200

10300

11500

1200

9400

500

400

300 1000 1000 1000 300

800 1000 1000 800

100

700

1500

1500

1500

1500

1500

1500

600

Weep Holes 11cm HDPE

Pipes Slope 1 in 20


DetailB

DETAIL A (Scale 1:35)

500

400400 534 926

2501210

350

1860

600 600

℄of Bearing

622

200 200

118

504

400

DETAIL A (Scale 1:15)

NOTES

GENERAL



SPECIFIED.




MATERIALS











COVERING









BAR MARK

40-01-T16-150-BOTT

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

DRAWING NO.

SCALE:

(as Sheet A3 size)

As Shown

DZ-ABT-08



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

RIGHT ABUTMENT

FOOTING PLAN &

SIDE VIEW




RO, TRONGSA





100 3600 1200 12001006000

6200

100

1200

10300

11500

1200

9400

500

400

800

1500

1500

1500

1500

1500

1100

SECTION A-A (Scale 1:60)

100

1200

9400

500

400

350

10600

900

350

11500

100 60001006200

500 1000 1000 1000 1000 1000 500

1000 1000 1000 1000 1000 1000

800

1500

1500

1500

1500

1500

1100

FRONT VIEW (Scale 1:60)

A

A

504

118

622

NOTES

GENERAL



SPECIFIED.




MATERIALS











COVERING









BAR MARK

40-01-T16-150-BOTT

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

DRAWING NO.

SCALE:

(as Sheet A3 size)

As Shown

DZ-ABT-09



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

RIGHT ABUTMENT

FRONT VIEW &

SECTION A-A

FEB., 2016DRANGSINGCHU BAILEY BRIDGE



RO, TRONGSA





634

100 3600 1200 12001006000

6200

100

550

4900

550

100

6000

6200

250

250

250

℄of A

butm

ent

250

100 3350 250 600 600 634

3600 1200

RETURN WALL PLAN (Scale 1:40)

B

B

Outeline of A

butm

ent C

ap

Outeline of A

butm

ent S

tem

Outeline of A

butm

ent C

ap

Outeline of A

butm

ent S

tem

ABUTMENT

1200

700

1500

1500

1500

1500

1500

1500

600

11500

100

1200

10300

11500

100

500 550

SECTION B-B (Scale 1:45)

NOTES

GENERAL



SPECIFIED.




MATERIALS











COVERING









BAR MARK

40-01-T16-150-BOTT

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

DRAWING NO.

SCALE:

(as Sheet A3 size)

As Shown

DZ-ABT-10



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

RIGHT RETURN WALL

PLAN AND

SECTION B-B




RO, TRONGSA





32-04-T16-150-TOP

40-01-T20-150-BOTT.

40-02-T16-150-BOTT.

40-03-T20-150-TOP

5-05-T16-EQ-FACE

5-05-T16-EQ-FACE

2*5=10-06-T16-EQ-FACE

4*5=20-07-T20-1200-

CHAIRS

40-08-T25-150-BACK

62-09-T16-150-BACK

40-10-T20-150-VALLEY

62-11-T16-150-VALLEY

2*5=10-12-T16-EQ-FACE

8*5=40-13-T12-1200-

SPACERS

8*5=40-13-T12-1200-

SPACERS

8*5=40-13-T12-1200-

SPACERS

8*5=40-13-T12-1200-

SPACERS

8*5=40-13-T12-1200-SPACERS

8*5=40-13-T12-1200-

SPACERS

8*5=40-13-T12-1200-

SPACERS

8*5=40-13-T12-1200-

SPACERS

40-14-T20-150-TOP

7-15-T16-150-BACK

40-18-T16-1502-19-T16-EQ

10-20-T16-150-TOP

5-17-T12-1200-SPACERS

3600 1200

REINFORCEMENT DETAILS

7-16-T16-150-VALLEY

600

400

NOTES

GENERAL



SPECIFIED.




MATERIALS











COVERING









BAR MARK

40-01-T16-150-BOTT

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:60

DZ-ABT-11



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

REINF. DETAILS

OF RIGHT

ABUTMENT




RO, TRONGSA





40-01-T20-150-BOTT.

40-03-T20-150-TOP

40

-0

2-T

16

-1

50

-B

OT

T.

32

-0

4-T

16

-1

50

-T

OP

5-06-T16-EQ-FACE

5-06-T16-EQ-FACE

5-0

5-T

16

-E

Q-F

AC

E

5-0

5-T

16

-E

Q-F

AC

E

FOOTING REINF. LAYOUT

NOTES

GENERAL



SPECIFIED.




MATERIALS











COVERING









BAR MARK

40-01-T16-150-BOTT

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:35

DZ-ABT-12



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

REINF. PLAN OF

RIGHT ABT.

FOOTING




RO, TRONGSA





63-03-T20-150-VALLEY6-05-T20-150-VALLEY

24-01-T20-150-VALLEY63-03-T20-150-VALLEY6-05-T20-150-VALLEY

24-02-T25-150-BACK63-04-T20-150-BACK6-06-T20-150-BACK

42-08-T16-250 HAUNCH

42-08-T16-250 HAUNCH

63-04-T20-150-BACK6-06-T20-150-BACK24-02-T25-150-BACK

24-01-T20-150-VALLEY

REINFORCEMENT PLAN OF RETURN WALL

(Scale 1:35)

NOTES

GENERAL



SPECIFIED.




MATERIALS











COVERING









BAR MARK

40-01-T16-150-BOTT

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:35

DZ-ABT-13



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

REINF. PLAN

OF RIGHT

RETURN WALL




RO, TRONGSA





SECTION E-E OF RETURN WALL (Scale 1:50)

24-02-T25-150-BACK

24-01-T20-150-VALLEY

5-06-T20-150-BACK 5-05-T20-150-VALLEY

63-04-T20-150-back 63-03-T20-150-VALLEY

7X3=21-07-T12-1500-SPACER

24-01-T20-150-VALLEY

24-02-T25-150-BACK

63-03-T20-150-VALLEY

6-05-T20-150-VALLEY

6-06-T20-150-BACK

REINF. DETAILS OF RETURN WALL (Scale 1:55)

63-04-T20-150-BACK

NOTES

GENERAL



SPECIFIED.




MATERIALS











COVERING









BAR MARK

40-01-T16-150-BOTT

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

DRAWING NO.

SCALE:

(as Sheet A3 size)

As Shown

DZ-ABT-14



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

REINF. DETAILS

OF RIGHT

RETURN WALL




RO, TRONGSA





100 500 1000 1000 500 100

500 2000 500

3000

100

3000

3000

100

6000


100 3000

100

100

1200

800

500 500

2000

SIDE VIEW (Scale 1:30)

1610 390

2000

NOTES

GENERAL



SPECIFIED.




MATERIALS











COVERING









BAR MARK

40-01-T16-150-BOTT

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

DRAWING NO.

SCALE:

(as Sheet A3 size)

As Shown

DZ-ABT-15



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

FOOTING PLAN &

SIDE VIEW OF

LEFT ABUTMENT




RO, TRONGSA





NOTES

GENERAL



SPECIFIED.




MATERIALS











COVERING









BAR MARK

40-01-T16-150-BOTT

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

100520 520 520 520 520 520 520 520 520

140 100

6*12=71-01-T25-520both directions(ROCK ANCHORAGE)

ROCK ANCHORAGE PLAN (Scale 1:35)

520

140

520

Minimum diameter of holesshould be 32 mm

200

520

520

520

200

100

520

520

46-02-T16-130-bott

20-03-T10-150-bott

41-04-T12-150-top

20-05-T10-150-top

47-10-T16-130-back

06-09-T10-150-back

06-11-T10-150-valley

41-08-T12-150-valley

05-06-T12-face

14-13-T10-150-top of abt

05-07-T12-face

1200

6x8=48-01T25-520 both direction

(rock anchorage)

05-12-T12-face

05-06-T12-face

ROCK ANCHORAGE PLAN

REINFORCEMENT DETAILS (Scale 1:35)

40-13-T16-150

2-14-T16-EQ

10-15-T16-150-TOP

DRAWING NO.

SCALE:

(as Sheet A3 size)

As Shown

DZ-ABT-16



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

REIN. DETAILS OF

LEFT ABUTMENT &

ROCK ANCHORAGE

PLAN




RO, TRONGSA





NOTES

GENERAL



SPECIFIED.




MATERIALS











COVERING









BAR MARK

40-01-T16-150-BOTT

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

DRAWING NO.

SCALE:

(as Sheet A3 size)

NTS

DZ-RS-17



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

REBAR SCHEDULE

OF RIGHT

ABUTMENT




RO, TRONGSA





a

b

c

a

b

e

d

c

a

b

c

a

b

c

d

a

b

c

a

b c

e

a

b

c

NOTES

GENERAL



SPECIFIED.




MATERIALS











COVERING









BAR MARK

40-01-T16-150-BOTT

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

DRAWING NO.

SCALE:

(as Sheet A3 size)

NTS

DZ-RS-18



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

REBAR SCHEDULE

OF

RIGHT RETURN WALL




RO, TRONGSA





a

b

c

ab

c

a

b

c

NOTES

GENERAL



SPECIFIED.




MATERIALS











COVERING









BAR MARK

40-01-T16-150-BOTT

NOS. OF

BAR

BAR MARK

TYPE OF REBAR

SPACING

DIA. OF REBAR

LOCATION/

REMARK

DRAWING NO.

SCALE:

(as Sheet A3 size)

NTS

DZ-RS-19



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

REBAR SCHEDULE

OF

LEFT ABUTMENT




RO, TRONGSA





10.578

15.013

400

0

7000

3000

400

0

Flo

w

D

irectio

n

1

3

4

T

O

W

A

R

D

S

T

R

O

N

G

S

A

6000

2000 2000

4000

1000

1000

1000

1000

1000

5000

2000 500 500 500 500

SECTION OF GABION WALL (Scale 1:55)

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:60

DZ-GB-20



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

GABION

PROTECTION




RO, TRONGSA





PLAN SHOWING GABION PROTECTION

ON RIGHT BANK (Scale 1: 65)

5.0004.528

10.5781

2

7000

800

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:60

DZ-RRM-21



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

PLAN SHOWING

RRM WALL




RO, TRONGSA





Y

Y

R

R

M

W

A

L

L

150cm x150 cm weep holesslope 1 in 20

5cm RRM capping

50 cm thick filter material

500 800

100 5000100

810

0

SECTION Y-Y

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:65

DZ-RRM-22



SHEET CONTENTS :

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED

RRM WALL

SECTION




RO, TRONGSA





CONSTRUCTION OF DRANGSINGCHU ZAM ON BJEEZAM-NUBI … · DZ-GN-02 DZ-RCSD-03 DZ-GP-04 DZ-GP-05...

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Transcript of CONSTRUCTION OF DRANGSINGCHU ZAM ON BJEEZAM-NUBI … · DZ-GN-02 DZ-RCSD-03 DZ-GP-04 DZ-GP-05...