LIST OF DRAWING
PERSPECTIVE
S01
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT:
NIPPON KOEI CO.,LTD. ANDSECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
DALA TERMINAL BUILDING
LIST OF DRAWING
ID NAME NOTE
S01 LIST OF DRAWING ISSUE FOR APPROVAL
S02 GENERAL NOTE 1 ISSUE FOR APPROVAL
S03 GENERAL NOTE 2 ISSUE FOR APPROVAL
S04 GENERAL NOTE 3 ISSUE FOR APPROVAL
S05 FOUNDATION & GROUND FLOOR PLAN ISSUE FOR APPROVAL
S06 EAVE LEVEL & ROOF FRAMING PLAN ISSUE FOR APPROVAL
S07 SECTION A ISSUE FOR APPROVAL
S08 SECTION B, C, D ISSUE FOR APPROVAL
S09 DETAIL A, B, C ISSUE FOR APPROVAL
S10 CONNECTION DETAIL 1 ISSUE FOR APPROVAL
S11 CONNECTION DETAIL 2 ISSUE FOR APPROVAL
GENERAL NOTE 1
NOT TO SCALE
S02
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT:
NIPPON KOEI CO.,LTD. ANDSECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
TYPICAL SLAB DEPRESSION DETAILNOT TO SCALE TYPICAL PIPE SLEEVE DETAIL
NOT TO SCALE
TYPICAL SLAB REINFORCEMENT DETAILNOT TO SCALE
TYPICAL JOINT REINFORCEMENT DETAILNOT TO SCALE
GENERAL NOTE 2
NOT TO SCALE
S03
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT:
NIPPON KOEI CO.,LTD. ANDSECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
DOOR OPENING DETAILNOT TO SCALE
WINDOW OPENING DETAILNOT TO SCALE
TYPICAL BEAM CONSTRUCTION JOINTNOT TO SCALE
TYPICAL BEAM REINFORCEMENTNOT TO SCALE
TYPICAL COLUMN REINFORCEMENTNOT TO SCALE
GENERAL NOTE 3
1:20
S04
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT:
NIPPON KOEI CO.,LTD. ANDSECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
TYPICAL WALL CONSTRUCTION SECTION1:20
TYPICAL BRICK WALL PLAN1:20
TYPICAL COLUMN COVERING1:20
WALL WITH BRACING CONSTRUCTION SECTION1:20
WALL CONSTRUCTION ELEVATION1:20
EXTERIOR WALL:
10MM CEMENT PLASTER
WITH WIRE MESH ON 10MM
PLASTER BOARD PANEL
100MM X 50MM LIPPED
CHANNEL WALL RUNNER AT
600MM C/C
INTERIOR WALL:
10MM GYPSUM BOARD PANEL
BEAM COVERING:
PLASTER BOARD ON 100MM X 50MM
TIMBER STUD
BRICK WALL:
225MM BRICK WALL
WITH 10MM CEMENT
PLASTER ON BOTH
SIDES
100
50
EXTERIOR WALL:
10MM CEMENT PLASTER
WITH WIRE MESH ON 10MM
PLASTER BOARD PANEL
100MM X 50MM LIPPED
CHANNEL WALL RUNNER AT
600MM C/C
INTERIOR WALL:
10MM GYPSUM BOARD PANEL
BEAM COVERING:
PLASTER BOARD ON 100MM X 50MM
TIMBER STUD
BRACING STUD:
H100X50X9
DIAGONAL BRACING
EXTERIOR WALL:
10MM CEMENT PLASTER
WITH WIRE MESH ON 10MM
PLASTER BOARD PANEL
INTERIOR WALL:
10MM GYPSUM BOARD PANEL
100MM X 50MM LIPPED
CHANNEL WALL RUNNER AT
600MM C/C
STEEL BRACKET 120MM X 50MM
X 6MM WITH 2D6 BOLTS
STEEL BEAM: H300X150X11 COVERED
WITH PLASTER BOARD ON 100MM X
50MM TIMBER STUD
BRICK WALL:
225MM BRICK WALL
WITH 10MM CEMENT
PLASTER ON BOTH
SIDES
BRICK WALL:
120MM BRICK WALL
WITH 10MM CEMENT
PLASTER ON BOTH
SIDES
BRICK WALL:
225MM BRICK WALL
WITH 10MM CEMENT
PLASTER ON BOTH
SIDES
COLUMN COVERING:
PLASTER BOARD ON 100MM X 50MM
TIMBER STUD
COLUMN COVERING:
PLASTER BOARD ON 100MM X 50MM
TIMBER STUD
900
3500
5000
5000
900
900 5400 5400 5400 5400 900
2500
2500
X1 X2 X3 X4 X5
Y2
Y3
Y4
Y5
Y1
18500
21600
900
3500
5000
5000
900
900 5400 5400 5400 5400 900
2500
2500
X1 X2 X3 X4 X5
Y2
Y3
Y4
Y5
Y1
18500
21600
B1
B1 B1 B1 B1
B1B1B1
B1
B1
B1
B1
B1
B1
B1
B1 B1
B1
B1
B1 B1 B1 B1
B1
SC3
SC3
SC3
SC3
SC3
SC3
SC3
SC3
SC3
SC3
SC3
SC3
SC3
SC3
SC3
SC3
SC1
SC1
SC2
SC2
SC1
SC1
SC1
SC1
SC1
SC3
SC2
SC1
(+6.60)
(+7.00)
(+6.60)
(+7.00)
ALL BEAM AND SLAB TOP LEVEL = +7.10 UNLESS OTHERWISE SPECIFIED.
SLOPE UP
SLOPE UP
RC BEAM SCHEDULE
ID SIZE MAIN STEEL STIRRUP
B1 300 x 600 4D12MM TOP & BOTTOM D6MM @ 150MM C/C
B2 300 x 300 4D12MM TOP & 2D12 MM BOTTOM D6MM @ 150MM C/C
STORY2(EL. 9.000 m)
STORY1(EL. 3.600 m)
H200X200X11
SC1
H200X200X11
SC2
H200X200X11
SC3
Number
Length
6
6.300 m
2
9.000 m
13
3.600 m
350MM THK RETAINING WALL
300 MM THICKEN SLAB LINE
B1: 300X600
THICKEN APRON EDGE
200 MM THICK SLAB ON GROUND
150 MM THICK APRON SLAB
FOUNDATION PLAN1:250
GROUND SLAB PLAN1:250
FOUNDATION & GROUND FLOOR PLAN
1:250
S05
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT:
NIPPON KOEI CO.,LTD. ANDSECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
COLUMN SCHEDULE1:250
900
3500
5000
5000
900
900 5400 5400 5400 5400 900
2500
2500
X1 X2 X3 X4 X5
Y2
Y3
Y4
Y5
Y1
18500
21600
SB2 SB2 SB2 SB2
SB2SB2SB2SB2
SB3
SB3
SB1
SB10
SB9
SB10
SB10
SB1
SB9
SB10
SB10
SB1
SB10
SB9
SB2 SB2 SB2 SB2
SB9
SB10
SB1
SB10
SB10SB10
SB9
SB10SB10
SB9
SB1
SB1
900
3500
5000
5000
900
900 5400 5400 5400 5400 900
2500
2500
X1 X2 X3 X4 X5
Y2
Y3
Y4
Y5
Y1
18500
21600
SBR9 SBR9 SBR9 SBR9
SB1
SB1
SB1
SBR9SBR9 SBR9SBR9
SB4
SB4
SB4
SB10
SB1
SB10
SB9
EAVE LEVEL PLAN1:250
ROOF FRAMING PLAN1:250
EAVE LEVEL & ROOF FRAMING PLAN
1:250
S06
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT:
NIPPON KOEI CO.,LTD. ANDSECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
ROOFING
150X75 LIP CHANNEL @ 750MM C/C PURLIN
1
S06
Detail 1 (from S06)1:25
304
607
250
338
241
607
WELD w1/4", E70XX
6MM STEEL PLATE
4 M16 BOLTS
2L-50X50X6
6MM STEEL PLATE
4 M16 BOLTS
WELD w1/4", E70XX
900 5400 5400 5400 5400 900
1100
400
3600
2700
2700
X1 X2 X3 X4 X5
A
200 MM THICK SLAB ON GROUND
D10MM @200MM C/C TOP & BOTTOM BOTHWAYS
SC2SC3 SC3
ROOFING
150X75 LIP CHANNEL @ 750MM C/C PURLIN
A
S09
SECTION A
1:75
S07
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT: SECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
B
S09
C
S09
300 MM THICKEN SLAB
4D12MM TOP & BOTTOM
D6MM @ 150MM C/C STIRRUP
NIPPON KOEI CO.,LTD. AND
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
SECTION A1:75
2
S12
3
S13
900 5400 5400 5400 5400 900
1100400
3600
2700
2700
X1 X2 X3 X4 X5
1100
900 3500 5000 5000 5000 900
400
3600
2700
2700
X1 X2 X3 X4 X5
1100
900 3500 5000 5000 5000 900
400
3600
2700
2700
X1 X2 X3 X4 X5
1100
900 3500 5000 5000 5000 900
400
3600
2700
2700
X1 X2 X3 X4 X5
E
SECTION B, C, D
1:150
S08
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT: SECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
NIPPON KOEI CO.,LTD. AND
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
SECTION C1:150
SECTION B1:150
SECTION D1:150
C
B
4
S14
D
SECTION E1:150
5
S14
300
260
90
50
400
550
150
750
200
400
750
150
115 125 350 125 115
150 150 425
300
200
400
750
150
115 125 350 125 115
600
200
100
1050
150
115 125 350 125 115
100 400 100
DETAIL A, B, C
1:25
S09
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT: SECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
NIPPON KOEI CO.,LTD. AND
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
350MM THK BRICK RETAINING WALL
OVER 600MM X 150MM CONCRETE FOUNDATION
LAYING ON G15 LEAN CONCRETE
B1
200MM THK SLAB ON GROUND
D10MM @ 200MM C/C TOP & BOTTOM BOTH WAYS
LAYING ON 1:2:4 LEAN CONCRETE
BASE PLATE
ANCHOR BOLT
SC3
300MM THICKEN SLAB
4D12MM TOP & BOTTOM
D6MM @ 150MM C/C STIRRUP
DETAIL A (from S07)1:25
DETAIL B (from S07)1:25
DETAIL C (from S07)1:25
350MM THK BRICK RETAINING WALL
OVER 600MM X 150MM CONCRETE FOUNDATION
LAYING ON G15 LEAN CONCRETE
B1
200MM THK SLAB ON GROUND
D10MM @ 200MM C/C TOP & BOTTOM BOTH WAYS
LAYING ON 1:2:4 LEAN CONCRETE
BASE PLATE
ANCHOR BOLT
SC3
350MM THK BRICK RETAINING WALL
OVER 600MM X 150MM CONCRETE FOUNDATION
LAYING ON G15 LEAN CONCRETE
CONNECTION DETAIL 1
1:10
S10
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT: SECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
NIPPON KOEI CO.,LTD. AND
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
CONNECTION TYPE SCO11:10
CONNECTION TYPE SCO21:10
CONNECTION TYPE SCO31:10
CONNECTION TYPE SCO41:10
CONNECTION TYPE SCO51:10
CONNECTION TYPE SCO61:10
100 8080
55
55
110
50 162 162 50
50 161 162 50
55
55
110
57 50
55
55
110
57 50
55
55
110
162 50
55
55
110
342
410
50100
110
10050
105
182
55
342
82
55
CONNECTION SCHEDULE
CONNECTION FIN PLATE BOLT
REMARK
ID COUNT MAIN SECTION CONNECTING SECTION T W H COUNT SIZE TYPE
SC01 22 H200X200X11 H250X150X9 25 MM 250 MM 250 MM 4 22 MM A325-N BASE PLATE
SC02 22 H200X200X11 H250X150X9 13 MM 100 MM 200 MM 2 22 MM A325-N BEAM TO COLUMN (FLANGE)
SC03 24 H200X200X11 H250X150X9 13 MM 250 MM 200 MM 2 22 MM A325-N BEAM TO COLUMN (WEB)
SC04 22 H200X200X11 H250X150X9 13 MM 100 MM 150 MM 2 22 MM A325-N DIAGONAL BRACING TOP
SC05 22 H200X200X11 H250X150X9 13 MM 100 MM 150 MM 2 22 MM A325-N DIAGONAL BRACING BASE (FLANGE)
SC06 22 H200X200X11 H250X150X9 13 MM 100 MM 150 MM 2 22 MM A325-N DIAGONAL BRACING BASE (WEB)
SC07 22 H200X200X11 H250X150X9 13 MM 100 MM 150 MM 2 22 MM A325-N WELD CONNECTION
CONNECTION DETAIL 2
1:10
S11
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT: SECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
NIPPON KOEI CO.,LTD. AND
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
CONNECTION TYPE SCO71:10
CONNECTION TYPE SCO81:10
CONNECTION TYPE SCO91:10
CONNECTION TYPE SC101:10
200106
370
377
121
77 106
360
377
20
218
106
266
186
203
106
262
188
CONNECTION DETAIL 2
1:10
S12
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT: SECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
NIPPON KOEI CO.,LTD. AND
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
Detail 1 (from S06)1:20
610
546
170
290
102
191161
216
218
345
256
273
291
240262
148207
287
95
215253
347
164
331
164
NOTE:
FOR TRUSS CONNECTIONS
PLATES: 6MM THICK
WELDS: E70XX w1/4"
BOLTS: M16, A307
FOR FRAME CONNECTIONS
FRAME PLATES: 12MM THICK
BOLTS: M22, A307
6MM STEEL PLATE
WELD w1/4", E70XX
6MM STEEL PLATE
4 M22 BOLTS
5050
4 M16 BOLTS
2L-75X75X6
2L-75X75X6
6MM STEEL PLATE
CONNECTION DETAIL 2
1:10
S13
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT: SECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
NIPPON KOEI CO.,LTD. AND
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
Detail 3 (from S07)1:20
291
98
216
255
3
4
5
347
164
331
164 347
164
371 165
287
95
215
241
262
207148
NOTE:
FOR TRUSS CONNECTIONS
PLATES: 6MM THICK
WELDS: E70XX w1/4"
BOLTS: M16, A307
FOR FRAME CONNECTIONS
FRAME PLATES: 12MM THICK
BOLTS: M22, A307
6MM STEEL PLATE
WELD w1/4", E70XX
6MM STEEL PLATE
4 M16 BOLTS
2L-75X75X6
CONNECTION DETAIL 2
1:10
S14
CLIENT: CONSULTANT:
SHEET TITLE:
PROJECT: SECTION: SCALE:
DRAWING No:
TERMINAL BUILDING
Checked by
Date
Drawn by
?????
?????????
?????
JAPAN INTERNATIONAL COOPERATION AGENCYMYANMAR OFFICE
# 701, 7TH FLOOR, SAKURA TOWER, NO. 339,BOGYOKE AUNG SAN ROAD, Kyauktada Township, YANGONTEL: +95 1 255473
RESTORATION OF DALLA FERRY TERMINAL JETTY AT DALLA SIDEUNDER
THE PILOT PROJECT FOR
THE URGENT PROJECT FOR REHABILITATION OFYANGON PORT AND MAIN INLAND WATER TRANSPORT
IN THE REPUBLIC OF THE UNION OF MYANMARREV. NO. DATE COORDINATE BY APPROVED DATE
NIPPON KOEI CO.,LTD. AND
NK/OCDI (JICA PROJECT TEAM) OFFICE IN MYANMA PORT AUTHORITY4TH FLOOR NO. 10 PANSODAN STREET, Kyauktada Township, YANGONTEL : 01-382722 EXT. 119
DEVELOPMENT INSTITUTE OF JAPANOVERSEAS COASTAL AREA
Detail 5 (from S08)1:20
Detail 4 (from S08)1:20
149
260
215
170
169
95
149
175
580
194
215
170
476
194
515
260
449
95
238
610
273
546
235
164166
101
149
175
260
149
2 M16 BOLTS
6MM STEEL PLATE
4 M22 BOLTS
NOTE:
FOR TRUSS CONNECTIONS
PLATES: 6MM THICK
WELDS: E70XX w1/4"
BOLTS: M16, A307
FOR FRAME CONNECTIONS
FRAME PLATES: 12MM THICK
BOLTS: M22, A307
40
60
40
2 M16 BOLTS
WELD w1/4", E70XX
WELD w1/4", E70XX 6MM STEEL PLATE
6MM STEEL PLATE5050