SUBSTRUCTURE DRAWINGS FOR CONSTRUCTION OF ......SUBSTRUCTURE DRAWINGS FOR CONSTRUCTION OF GEMZINA BRIDGE (16 M SPAN RCC DECK GIRDER BRIDGE) ON WANGDUE-TRONGSA PRIMARY NATIONAL …

SUBSTRUCTURE DRAWINGS FOR CONSTRUCTION

OF GEMZINA BRIDGE

(16 M SPAN RCC DECK GIRDER BRIDGE)

ON WANGDUE-TRONGSA PRIMARY NATIONAL HIGHWAY

WANGDUE DZONGKHAG

MARCH 2015

DRAWING LIST

COVER PAGE

DRAWING NO.DESCRIPTION

LIST OF DRAWINGSSL.NO.

01

02

05

SIDE ELEVATION & FOOTING PLAN OF RIGHT ABUTMENT

GENERAL PLAN OF THE BRIDGE

03

SIDE ELEVATION & FOOTING PLAN OF LEFT ABUTMENT

FRONT ELEVATION & SECTION C-C OF LEFT ABUTMENT

GZ-ABT-01

GZ-GP-03

GZ-GP-04

GZ-GE-05GZ-ABT-06

GZ-ABT-07

GZ-ABT-10

GZ-ABT-11

GZ-ABT-12

GZ-ABT-14

GZ-ABT-09

GENERAL PLAN OF THE BRIDGE

04

06

FRONT ELEVATION & SECTION "B-B" OF RIGHT ABUTMENT

07GENERAL ELEVATION OF THE BRIDGE

0809

FRONT ELEVATION & REINF. DETAILS OF RIGHT RETURN 10

REINFORCEMENT DETAILS OF RIGHT RETURN WALL DETAIL 11

12 REINF. SCHEDULE OF RIGHT ABUTMENT

13

14

GZ-ABT-151516

REINF. SCHEDULE OF RIGHT ABUTMENT

GZ-ABT-13

DRAWING LIST GZ-ABT-02

REINFORCEMENT DETAILS OF RIGHT ABUTMENT GZ-ABT-08

WALL

REINF. SCHEDULE OF RIGHT RETURN WALL

AT SECTION E-E & DETAIL A-A

SHEET CONTENTS :

ROYAL GOVERNMENT OF BHUTANMinistry of Works & Human settlement

Department of Roads, Design DivisionThimphu, Bhutan

REVISION DATE DRAWING NO.

SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:NTS

DESIGN

DRAWN

CHECKED

APPROVED

GZ-ABT-01MARCH 2015

GEMZINA ZAM On

Wangdue-TrongsaPrimary National

Highway

16M SPAN RCC DECK GIRDERBRIDGE

(7.00 M CARRIAGEWAY)LIST OF DRAWINGS

SONAM LHAMO (Engineer)

MASUMI ANDO (Sr. Volunteer, JICA)

MASUMI ANDO (JICA Engineer)

JANGCHUK YESHI (Chief Engineer)

LIST OF DRAWINGSGZ-ABT-16

GZ-ABT-17

17

18

GZ-ABT-18

GZ-ABT-19

19

GZ-BP-20

20

PLAN OF BEARING ON ABUTMENTS

SEISMIC ARRESTOR BLOCK DETAILS GZ-SAB-21

21

REINF. SCHEDULE OF LEFT ABUTMENT

22GZ-ABT-2223

GZ-ABT-2324

GZ-WW-28

25

TYPICAL SECTION OF WING WALL ON RIGHT BANK

GZ-WW-29

26

TYPICAL SECTION OF WING WALL ON LEFT ABUTMENT

GZ-DD-30

27

TYPICAL SECTION OF ROAD PAVEMENT & DRAINAGE DETAILS

REINF. SCHEDULE OF RAIL POST & ANCHOR BAR

REINFORCEMENT DETAILS OF LEFT ABUTMENT

FRONT ELEVATION & REINF. DETAILS AT SECTION F-F OF LEFT ABUTMENT

REINFORCEMENT DETAILS OF LEFT RETURN WALL AT SECTION A-A & SECTION B-B (UPSTREAM & DOWNSTREAM)

REINF. DETAILS OF LEFT RETURN WALL AT ABUTMENT STEM & DIRTWALL



REINF. SCHEDULE OF LEFT ABUTMENTGZ-ABT-24

GZ-ABT-25

ARRESSTOR BLOCKGZ-ABT-26

28 REINF. SCHEDULE OF RAIL POST & ANCHOR BAR GZ-ABT-27293031

SHEET CONTENTS :




SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:NTS

DESIGN

DRAWN

CHECKED

APPROVED

GZ-ABT-02GEMZINA ZAM

OnWangdue-TrongsaPrimary National

Highway


(7.00 M CARRIAGEWAY)LIST OF DRAWINGS

MARCH 2015





25.000

℄ OF B

RID

GE

EXISTING BRIDGE

20.000

5.000

30.000

40.000

45.000

58.462

0.000

15.000

35.000

20.000

10.000

50.000

55.000

SHEET CONTENTS :




SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:350

DESIGN

DRAWN

CHECKED

APPROVED

GZ-GP-03MARCH 201516M SPAN RCC DECK GIRDER

BRIDGE(7.00 M CARRIAGEWAY)

GENERAL PLANGEMZINA ZAM


Highway





℄ OF B

RID

GE

EXISTING BRIDGE

25.000

20.000

5.000

30.000

40.000

45.000

0.000

15.000

35.000

20.000

10.000

50.000

55.000

SHEET CONTENTS :




SCALE:

FIRST ISSUE

NAME & SIGNATURE

(as Sheet A3 size)

1:250

DESIGN

DRAWN

CHECKED

APPROVED

GZ-GP-0416M SPAN RCC DECK GIRDERBRIDGE

(7.00 M CARRIAGEWAY)GENERAL PLAN

SONAM LHAMO (ENGINEER)




JANGCHUK YESHI(Chief Engineer)

GEMZINA ZAM On


Highway

MARCH 2015 MASUMI ANDO (JICA Engineer)

SIDE ELEVATION

2% slope

FOOTING PLAN

B

℄

A

A

SHEET CONTENTS : DRAWING NO.

SCALE:

(as Sheet A3 size)

1:50

SIDE ELEVTION ANDFOOTING PLAN OFRIGHT ABUTMENT

GZ-ABT-06

1. ALL THE DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE SPECIFIED.

2. DO NOT SCALE THE DRAWINGS. USE THE 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.

4.. CLEAR COVER OF 50 MM SHOULD BE PROVIDED FOR THE ABUTMENT WALLS.

1. CONCRETE 28 DAYS STRENGTH IN CUBE FOR ABUTMENTS AND, SEISMIC ARRESTOR AND RAIL POSTS IS M 25.

2. YIELD STRENGTH OF STEEL, fy = 500 MPa (GRADE Fe 500, IS 1786).

3. DETAILS OF STEEL IS MENTIONED IN THE DRAWINGS AND ITS QUANTITY IN THE BAR BENDING SCHEDULE.

SHEET CONTENTS :



REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED


(7.00 M CARRIAGEWAY) SONAM LHAMO (Engineer)



GEMZINA ZAM On


Highway


FRONT ELEVATIONView ''A-A"

SIDE ELEVATIONSection "B-B"

℄

2% slope

SHEET CONTENTS :



DRAWING NO.

SCALE:

(as Sheet A3 size)

1:75

FRONT ELEVATION &SECTION "B-B" OFRIGHT ABUTMENT

GZ-ABT-07








SHEET CONTENTS :

(as Sheet A3 size)

SHEET CONTENTS : REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED


(7.00 M CARRIAGEWAY) MASUMI ANDO (Sr. Volunteer, JICA)



GEMZINA ZAM On


Highway


1 1

REINFORCEMENT DETAIL

2% slope

SEE TABLE 01 IN DRAWING NO.-11 & 12 BAR BENDING SCHEDULE

FOOTING REINFORCEMENT DETAIL

View "1 - 1"

SEE TABLE 01 IN DRAWING NO.-11& 12 BAR BENDINGSCHEDULE


SCALE:

(as Sheet A3 size)

1:50

REINFORCEMENTDETAILS OF RIGHT

ABUTMENT

GZ-ABT-08

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:50



REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED




JANGCHUK YESHI (Chief Engineer)APPROVED

GEMZINA ZAM On


Highway


ABUTMENT

FRONT ELEVATION OF RIGHT RETURN WALL

E

E

SEE TABLE 02 IN DRAWING NO.-13 BAR BENDING SCHEDULE

REINFORCEMENT DETAILS OF RIGHT RETURN WALLSide Elevation

E

E

2% slope

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:50

GZ-ABT-09

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:50



REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED


(7.00 M CARRIAGEWAY) SONAM LHAMO (ENGINEER)



FRONT ELEVATION &REINF. DETAILS OF

RIGHT RETURN WALL

GEMZINA ZAM On


Highway

MARCH 2015

T - HIGH YIELD DEFORMED BARY - DEFORMED MS BARR - ROUND MS BAR

INDICATES BAR CUT POINT









SECTION "E - E"


Cross Girder

Bearing Concrete Seat (95mm thick)

Elastomeric Bearing(52mm thick)

DETAIL A-ASCALE 1:50

DETAIL OF HAUNCH REINFORCEMENT

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:50

GZ-ABT-10

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:50



REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED





REINFORCEMENTDETAILS OF AT SECTION

E-E & DETAIL A-A

GEMZINA ZAM On


Highway

MARCH 2015











SHEET CONTENTS :




SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

REINF. SCHEDULE OFRIGHT ABUTMENT GZ-ABT-11



Bottom bar in longitudinal direction

Bottom bar in transverse direction

Top bar in longitudinal direction

Top bar at backfill side of abutment in traverse direction

Top bar at valley side of abutment in transverse direction

6B

c

c

Stirrups

a

b

c

Stirrups

07 T16 6032 8 8 48256 211 256 5600Face reinforcement in longitudinal direction

08(A&B) T16 7904 8 8 63232 211 192 Face reinforcement in tranverse direction

09 T20 8606 53 456118Vertical bar at backfill side of the abutment

320

Horizontal bar at backfill of the abutment

Horizontal bar at valley side of the abutment50 50 3800001

256

7600 192

833611

11 7600 43 43 326800 001

T16 538552 453256 11 256 833610 Vertical bar at valley side of the abutment

T16

T16 760012

Vertical face reinforcement13

a

b

b

b



(7.00 M CARRIAGEWAY)

FIRST ISSUEGEMZINA ZAM On


Highway

MARCH 2015

531b

531

None None

00











SHEET CONTENTS : REVISION DATE DRAWING NO.

SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

GZ-ABT-12 SONAM LHAMO (ENGINEER)







GEMZINA ZAM On


Highway

MARCH 2015

22 T16 8032 1 6 6 48192 21

Vertical bar at valley side of the dirtwall

18 T16 7568 7 7 529761 Horizontal bar at backfill side of the dirtwall

17

19 T12 1422 53 53 75366 211 192 Top bar below the bearing

20 T16 7600 10 10 76000 111 7600 Horizontal bar at backfill side of the dirtwall

Horizontal bar at valley side of the dirtwall 21 T16 1 10 10 7600

23A T16 1371 1 12 12 16488 99

256 2567600 Std. - 90 deg . Std. - 90 deg.

144 1441150

Horizontal bar below the bearing

23B T16 1 12 12 99

23C T16 1174 1 12 12 14088 99 144 144950

7600

1086 192 Std. - 90 deg . Std. - 90 deg .

1 224A T16 211582 2 3164 256 1150 256 4.99 Side face bar in hunch portion

TOTAL WEIGHT:

a

b

c

a

b

c

a

b

c

Stirrups

Stirrups

Stirrups

7452.67

a

00

7600 76000 11

1371 16488144 1441150

a

a Std. - 90 deg . Std. - 90 deg.

1 224B T16 211582 2 3164 256 1150 256 4.99 Side face bar in hunch portiona Std. - 90 deg . Std. - 90 deg.

1 224C T16 211382 2 2764 256 950 256 4.36 Side face bar in hunch portiona Std. - 90 deg . Std. - 90 deg.

a

b

c

25A T16 1 22 22 99 Stirrups624 13728144 144400

b33 99 Stirrups20592144 144400

25B T16 1 33624

1 5326 T16 21832 53 44096 256 400 256 69.58 Top cover bar in dirt walla Std. - 90 deg . Std. - 90 deg.

1 827 T16 21712 8 5696 180 400 180 4.99 Side face bar in dirtwalla Std. - 90 deg . Std. - 90 deg.










REINF. SCHEDULE OFRIGHT ABUTMENT


SHEET CONTENTS : REVISION DATE DRAWING NO.

SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

GZ-ABT-13 SONAM LHAMO (ENGINEER)







GEMZINA ZAM On


Highway

MARCH 2015










1

2

3

4

6

T25

T20

T20

T16

T12

10427 2 25 50 521350 21 500 9802 250 Std - 90 deg 2008.76 Vertical bar at backside of return wallStd - 90 deg

Std - 90 deg Std - 90 deg




10272 2 25 50 21 1266.54 Vertical bar at valley side of return wall

5054 2 51 102 515508 21 320 4584 250 1271.24 Horizontal bar at backside of return wall

5010 51 102 21 806.39

568 18 36 20448 21 108 400 108 18.16 Spacer for Return Wall

250 5184 250 Horizontal bar at valley side of return wall

ab

ab

511020

a

a320 9802 250

2

2

5 T16 2591 2 51 102 264282 99 240 2143 240 417.04 Haunch Reinforcementa

513600

ab

7 T16 Std - 90 deg Std - 90 deg4896 10 20 21 154.52256 4464 256 Horizontal bar at back side of return wall979202 ab

8 T16 Std - 90 deg Std - 90 deg10 20 21 Horizontal bar at valley side of return wall2 ab

256 4464 144 150.984784 95680

75

60

60

48

24

48

48

9 T16 10 20 212 240 1242 240 53.341690 33800 a bc

TOTAL WEIGHT: 6146.97

Haunch Reinforcement

REINF. SCHEDULE OFRIGHT RETURN WALL


SIDE ELEVATION

℄

2% slope

FOOTING PLAN

℄


SCALE:

(as Sheet A3 size)

1:50

SIDE ELEVATION ANDFOOTING PLAN OFLEFT ABUTMENT

GZ-ABT-14








DRAWING NO.

SCALE:

(as Sheet A3 size)

DRAWING NO.

SCALE:

(as Sheet A3 size)



FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED





FIRST ISSUEGEMZINA ZAM


Highway

MARCH 2015

REVISION DATE


FRONT ELEVATION

C

C

℄

SIDE ELEVATION

Section C-C

℄

2% slope

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:50

GZ-ABT-15ROYAL GOVERNMENT OF BHUTAN

Ministry of Works & Human settlementDepartment of Roads, Design Division

Thimphu, Bhutan

FRONT ELEVATION &SECTION C-C OF LEFT

ABUTMENT

REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED


(7.00 M CARRIAGEWAY) MASUMI ANDO (Sr. Volunteer, JICA)



GEMZINA ZAM On


Highway

MARCH 2015









2 2

REINFORCEMENT DETAIL

SEE TABLE 03 IN DRAWING NO.-22 TO 25 BAR BENDING SCHEDULE

FOOTING REINFORCMENT DETAILS

View 2-2

SEE TABLE 03 IN DRAWING NO.-22 TO 25 BAR BENDING SCHEDULE

A A

B B


SCALE:

(as Sheet A3 size)

1:60

REINFORCEMENTDETAILS OF LEFT

ABUTMENT

GZ-ABT-16SCALE:



REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED



APPROVED




GEMZINA ZAM On


Highway


REINFORCEMENT DETAILS OF RETURN WALL

View "A -A"

2% slope


REINFORCEMENT DETAILS OF RETURN WALL

View "B -B"

2% slope


DRAWING NO.

SCALE:

(as Sheet A3 size)

GZ-ABT-17

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:60



REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED





REINFORCEMENT DETAILSOF LEFT RETURN WALL

AT SECTION A-A &SECTION B-B

GEMZINA ZAM On


Highway

MARCH 2015











ABUTMENT

FRONT ELEVATION OF LEFT RETURN WALL

F

F

SECTION " F - F "

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:50

GZ-ABT-18

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:50



REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED





FRONT ELEVATION &REINF. DETIALS AT

SECTION F-F OF LEFTRETURN WALL








GEMZINA ZAM On


Highway

MARCH 2015



REINFORCEMENT DETAILS ALONG ABUTMENT STEM


℄

℄

REINFORCEMENT DETAILS ALONG DIRTWALL


℄

℄

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:50

GZ-ABT-19

DRAWING NO.

SCALE:

(as Sheet A3 size)

1:50



REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED





REINFORCEMENTDETAILS OF ABUTMENT

WALL & DIRTWALL








GEMZINA ZAM On


Highway

MARCH 2015



PLAN OF BEARING OVER RIGHT ABUTMENT

2% slope

2% slope

PLAN OF BEARING OVER LEFT ABUTMENT

2% slope

2% slope


SCALE:

(as Sheet A3 size)

1:50

PLAN OF BEARING ONABUTMENTS

GZ-BP-20

SHEET CONTENTS :

SCALE:SCALE:



REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED





GEMZINA ZAM On


Highway


DETAIL B-B

SCALE 1:50

Plan Plan

Front elevation

Side elevation

SEISMIC ARRESTER BLOCK DETAILS

(SCALE 1:25)

Front elevation

Side elevation

Anchor bar

2 nos of 25Ø

Anchor bar - 2 Nos.

SEISMIC ARRESTER SECTION

CROSS GIRDER


SCALE:

(as Sheet A3 size)

AS SHOWN

SEISMIC ARRESTER BLOCKDETAILS

GZ-SAB-21

REFER TABLE 6 IN DRAWING NO. GZ-LABT-20 FOR REINFORCEMENT SCHEDULE

SHEET CONTENTS :

SCALE:SCALE:



REVISION DATE

FIRST ISSUE

NAME & SIGNATURE

DESIGN

DRAWN

CHECKED

APPROVED





GEMZINA ZAM On


Highway


SHEET CONTENTS :




SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

REINF. SCHEDULE OFLEFT ABUTMENT

GZ-ABT-22 SONAM LHAMO (Engineer)


FIRST ISSUE16M SPAN RCC DECK GIRDERBRIDGE



GEMZINA ZAM On


Highway

MARCH 2015

Bottom bar in longitudinal directionc

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

c

Bottom bar in transverse direction

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

- do -

cBottom bar in longitudinal direction











SHEET CONTENTS :




SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED






GEMZINA ZAM On


Highway

MARCH 2015

Top bar in transverse direction

Top bar in longitudinal direction













SHEET CONTENTS :




SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED






GEMZINA ZAM On


Highway

MARCH 2015

a

b

c

a

b

c

a

b

c

a

b

c

ab

c

a

b

c

Abutment 50 50 380000 001 599.64














SHEET CONTENTS :




SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

GZ-ABT-25 MASUMI ANDO (Sr. Volunteer, JICA)






1

2

3

4

6

T25

T20

T20

T16

T12

10427 2 29 58 604766 21 500 9802 250 Std - 90 deg 2330.16 Vertical bar at backside of return wallStd - 90 deg





10272 2 29 58 21 1469.18 Vertical bar at valley side of return wall

5654 1 51 51 288354 21 320 5184 250 Std - 90 deg 711.08 Horizontal bar at backside of return wall(upto the hunch portion)Std - 90 deg

5604 51 51 21 450.10

560 18 36 20168 21 120 400 120 Std - 90 deg 31.81 Spacer for Return WallStd - 90 deg

250 5184 250 Horizontal bar at valley side of return wall(upto the hunch portion)

ab

ab

285804

GEMZINA ZAM On


Highway

MARCH 2015










a

a320 9802 250

1

2

5 T16 2543 1 51 51 129693 99 240 2143 240 204.66 Hauch Reinforcement in upper stream sideof return walla

592296

ab

7 T16 Std - 90 deg Std - 90 deg4896 10 10 21 Std - 90 deg 77.25Std - 90 deg256 4464 256 Horizontal bar at back side of return wall489601 ab

8 T16 Std - 90 deg Std - 90 deg10 10 21 Std - 90 deg Std - 90 deg Horizontal bar at valley side of return wall1 ab

256 4464 256 77.254896 48960

a

a

b

c

a

b

c

a

b

c

a

b

ca

b

ca b c

ba c

a b c

a b c

a b c

Top cover bar in dirt wall

Side face bar in dirtwall

REINF. SCHEDULE OFLEFT ABUTMENT &

RETURN WALL


SHEET CONTENTS :




SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED







GEMZINA ZAM On


Highway

MARCH 2015










9 T16 1642 1 10 10 16420 99 240 1242 240 25.91 Hauch Reinforcement in retunwall onupstream sidea

03s T20 Std - 90 deg Std - 90 deg5806 1 51 51 296106 21 320 5336 250 Std - 90 deg 730.20 Horizontal bar at backside of skew face ofreturn wall (upto the hunch portion)Std - 90 dega

b

04s T20 Std - 90 deg Std - 90 deg5806 1 51 51 21 320 5336 250 Std - 90 degHorizontal bar at backside of return wall ondownstream side(upto the hunch portion)Std - 90 dega

b

RETURN WALL 05s T16 2807 1 51 51 143157 99 240 2405 240 225.90 Hauch Reinforcement in return wall ondownstream sidea

07s

08s

09s

T16 Std - 90 deg Std - 90 deg5026 10 10 21 Std - 90 deg 79.31Std - 90 deg Horizontal bar at back side of return wallon downstream side

502601 ab

Std - 90 deg Std - 90 degStd - 90 deg Std - 90 deg Horizontal bar at valley side of return wallon downstream side79.31

4594256 256

T16

T16

4978 10 10 21497801 ab

4594256 256

1845 1 10 10 18450 99 240 1445 240 29.11 Hauch Reinforcement in retunwall onupstream sidea

TOTAL WEIGHT: 7251.43

296106 730.20

1

2

3

T16

T16

T16

1988 3 5 15 29820 21 784 500 784 47.06 Vertical reinforcement


ab

2296 3 4 12 27552 21 768 900 768 44.62

3120 3 2 6 18720 51 900 500 160 29.54

121.22

160


Vertical reinforcement

Seismic arrester's stirrup

ab

abd

c

TOTAL:

REINF. SCHEDULE OFLEFT RETURN WALL &SEISMIC ARRESTOR

BLOCK


SHEET CONTENTS :




SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

REINF. SCHEDULE FOR RAILPOST & ANCHOR BAR







T25

T25

T25

1200 3 2 6 7200 21 1200 27.74 Vertical Anchor Bar

3 2 21 1200

3 2 6 51 1200

83.22

None None

TOTAL:

1

2

3

1200

1200

a

a

a

6 None None

None None

GEMZINA ZAM On


Highway

MARCH 2015

Vertical Anchor Bar

Vertical Anchor Bar

7200

7200

27.74

27.74











U

RIGHT ABUTMENT

U

v

v

W

W

RRM WALL

SECTION V-V

SECTION W-W

RIGHT ABUTMENT

RRM WALL

SECTION U-U

NOTES

PRECAST BEAM OF SIZE 200X200, WITH MIX 1:3:6, 20mm AGG. SIZE SHALL BE USED AS BOND STONES

SELECTED FILTER MATERIAL OF 400mm THICK WITH SIZE 100-200mm SHALL BE USED

PLASTER SHALL BE 20mm WITH CEMENT MIX 1:4

SHEET CONTENTS :




SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

NTS

DESIGN

DRAWN

CHECKED

APPROVED

SECTIONOF WINGWALLS ON

RIGHT BANK

GZ-WW-28 MASUMI ANDO (Sr. Volunteer, JICA)






GEMZINA ZAM On


Highway


LEFT ABUTMENT

RRM WALL

VIEW R-R

NOTES

PRECAST BEAM OF SIZE 200X200, WITH MIX 1:3:6, 20mm AGG. SIZE SHALL BE USED AS BOND STONES

SELECTED FILTER MATERIAL OF 400mm THICK WITH SIZE 100-200mm SHALL BE USED

PLASTER SHALL BE 20mm WITH CEMENT MIX 1:4

THE LENGTH OF THE WING WALL MAY VARY AT SITE.

R

R

SHEET CONTENTS :




SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

1:70

DESIGN

DRAWN

CHECKED

APPROVED

TYPICAL SECTIONOF WINGWALL ON LEFT

BANK







GEMZINA ZAM On


Highway


TYPICAL SECTION OF PAVEMENT

SCALE 1:30

1.5% Slope 1.5% Slope

SS

PLAN (TOP VIEW) OF COLLECTION CHAMBER (SCALE 1:15)

SECTION "S - S"SCALE 1:15

Cover tocollection chamber

RRM in CM 1:4

PCC for levelling

Area to rest cover

RRM in CM 1:4

10cm thick PCC

CROSS SECTION OF U-SHAPEDDRAIN FROM COLLECTION CHAMBERSCALE 1:15

Road Level

RRM in CM 1:4

15cm thick PCC

CROSS SECTION OF L-SHAPEDDRAIN OF APPROACH ROADSCALE 1:15

SHEET CONTENTS :




SCALE:

NAME & SIGNATURE

(as Sheet A3 size)

AS SHOWN

DESIGN

DRAWN

CHECKED

APPROVED

TYPICAL SECTIONOF PAVEMENT

&DETAILS OF DRAIN







GEMZINA ZAM On


Highway


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