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02
46
810
1214
1618
20
PROPOSEDHEIGHT
EXISTINGHEIGHT
STATION
CURVEELEMENTS
i = 0.000%L = 60.000 m
i = 8.000%L = 100.000 m
13.0
00
5.00
0
i = 0.370%L = 270.000 m
i = -1.333%L = 269.970 m14
.000
5.00
0
5.00
0
5.06
7
5.60
0
6.66
7
8.20
0
9.80
0
11.2
09
12.2
37
12.8
83
13.1
48
13.2
22
13.2
96
13.3
70
13.4
44
13.5
19
13.5
93
13.6
67
13.7
41
13.8
15
13.8
89
13.9
06
13.8
10
13.6
00
13.3
33
13.0
67
12.8
00
12.5
33
12.2
66
12.0
00
11.7
33
11.4
66
11.2
00
10.9
52
4.49
4.61
4.56
4.41
4.63
4.86
4.89
4.88
4.57
4.68
4.56
4.52
4.13
4.04
4.09
4.54
3.91
4.28
4.14
3.66
3.66
3.73
3.65
4.01
3.27
3.29
3.57
0+00
0
0+02
0
0+04
0
0+06
0
0+08
0
0+10
0
0+12
0
0+14
0
0+16
0
0+18
0
0+20
0
0+22
0
0+24
0
0+26
0
0+28
0
0+30
0
0+32
0
0+34
0
0+36
0
0+38
0
0+40
0
0+42
0
0+44
0
0+46
0
0+48
0
0+50
0
0+52
0
0+54
0
0+56
0
0+58
0
0+60
0
0+62
0
0+64
0
0+66
0
R = ∞L = 163.421 m A = 60 mL = 48.000 m
R=75.00 mL=94.48 m A = 60 m
L = 48.000 m
R = ∞L = 68.797 m
R=1000.00 mL=87.56 m L = 340.272 m
0.00%
8.00%
0.37%-1.33%
GR
AD
E B
RE
AK
STA
= 0
+000
.00
ELE
V =
5.0
00
PVI STA:0+060.00PVI ELEV:5.00
K:7.50LVC:60.00
BV
CS
: 0+0
30.0
0B
VC
E: 5
.00
EV
CS
: 0+0
90.0
0E
VC
E: 7
.40
BV
CS
: 0+6
49.9
7B
VC
E: 1
1.07
PVI STA:0+160.00PVI ELEV:13.00
K:10.49LVC:80.00
BV
CS
: 0+1
20.0
0B
VC
E: 9
.80
EV
CS
: 0+2
00.0
0E
VC
E: 1
3.15
PVI STA:0+430.00PVI ELEV:14.00
K:35.21LVC:60.00
BV
CS
: 0+4
00.0
0B
VC
E: 1
3.89
EV
CS
: 0+4
60.0
0E
VC
E: 1
3.60
ROAD TO STAR CITY RAMP BETWEEN BRIDGES
THE SUPPLEMENTAL SURVEY FOR THE PROJECT FOR CONSTRUCTION OF BAGO RIVER BRIDGEJAPAN INTERNATIONAL COOPERATION AGENCY
DRAWING NO.
SHEET NO.
SCALEDRAWING TITLE
REMARKS
REPUBLIC OF THE UNION OF MYANMARPUBLIC WORKS, MINISTRY OF CONSTRUCTIONDEPARTMENT OF BRIDGES
NIPPON KOEI CO., LTD.PROFILE FOR ALTERNATIVE OF ON-RAMP DIRECTLY FROM
RESIDENTIAL AREA AT THANLYIN SIDE (1/2)
H=1:2000V=1:400
RD-08
10
02
46
810
1214
1618
20
PROPOSEDHEIGHT
EXISTINGHEIGHT
STATION
CURVEELEMENTS
i = -1.333%L = 269.970 m14
.000
10.4
00 i = 2.501%L = 180.000 m
13.9
06
13.8
10
13.6
00
13.3
33
13.0
67
12.8
00
12.5
33
12.2
66
12.0
00
11.7
33
11.4
66
11.2
00
10.9
52
10.8
39
10.8
79
11.0
73
11.4
20
11.9
01
12.4
01
12.9
01
13.4
01
13.9
02
14.4
02
4.09
4.54
3.91
4.28
4.14
3.66
3.66
3.73
3.65
4.01
3.27
3.29
3.57
3.16
3.56
3.49
2.95
3.05
3.24
3.29
3.41
3.24
0+42
0
0+44
0
0+46
0
0+48
0
0+50
0
0+52
0
0+54
0
0+56
0
0+58
0
0+60
0
0+62
0
0+64
0
0+66
0
0+68
0
0+70
0
0+72
0
0+74
0
0+76
0
0+78
0
0+80
0
0+82
0
0+84
0
0+86
0
0+88
0
R=1000.00 mL=87.56 m
R = ∞L = 340.272 m
-1.33% 2.50%
GR
AD
E B
RE
AK
STA
= 0
+879
.97
ELE
V =
14.
901
PVI STA:0+699.97PVI ELEV:10.40
K:26.08LVC:100.00
BV
CS
: 0+6
49.9
7B
VC
E: 1
1.07
EV
CS
: 0+7
49.9
7E
VC
E: 1
1.65
PVI STA:0+430.00PVI ELEV:14.00
K:35.21LVC:60.00
EV
CS
: 0+4
60.0
0E
VC
E: 1
3.60
RAMP BETWEEN BRIDGES
CONNECTION TO BAGO BRIDGE
THE SUPPLEMENTAL SURVEY FOR THE PROJECT FOR CONSTRUCTION OF BAGO RIVER BRIDGEJAPAN INTERNATIONAL COOPERATION AGENCY
DRAWING NO.
SHEET NO.
SCALEDRAWING TITLE
REMARKS
REPUBLIC OF THE UNION OF MYANMARPUBLIC WORKS, MINISTRY OF CONSTRUCTIONDEPARTMENT OF BRIDGES
NIPPON KOEI CO., LTD.PROFILE FOR ALTERNATIVE OF ON-RAMP DIRECTLY FROM
RESIDENTIAL AREA AT THANLYIN SIDE (2/2)
H=1:2000V=1:400
RD-09
11
127.67
Straight line
38.56
X =
2058
21.2
5
Y =
1857
197.
33
X =
2059
26.2
0
Y =
1857
124.
64
X =
2057
89.5
5
Y =
1857
219.
29
190
0 200
0
210
0
220
0
230
0
240
0
250
0
260
0
270
0
280
0
282
6
PT: 2
+298
.737
288
LB: L
=317
.998
DIR
=S39
° 38
' 42.
99"E
TS: 2
+616
.735
400
SS_L
RB:
A=1
50.0
00 L
=45.
000
SC: 2
+661
.735
400
BC: R
=500
.000
L=9
1.54
3
CS:
2+7
53.2
7832
2
SS_S
RB:
A=1
50.0
00 L
=45.
000 ST
: 2+7
98.2
7832
2
LB: L
=28.
076
DIR=
S55°
17'
30.
99"E
EP: 2
+826
.354
237
EP: S
TA=2
+826
.35
290
0
3000
3100
3 200
3 300
3 400
3 365
19.1
97
19.1
46
19.0
93
19.0
37
18.9
79
18.9
14
18.8
09
18.6
61
18.4
68
18.2
32
17.9
52
17.6
27
17.2
59
16.8
46
16.3
90
15.8
95
15.3
95
14.8
95
14.3
95
13.8
95
13.3
95
12.8
95
12.3
95
11.9
28
11.5
37
11.3
35
11.2
14
11.2
08
11.3
20
11.5
47
11.8
88
12.2
61
12.6
34
13.0
07
13.3
36
13.6
72
13.9
26
14.1
27
14.2
74
14.3
69
14.4
10
14.4
00
14.3
75
14.3
50
14.3
25
14.3
00
14.2
75
14.2
50
14.2
25
-6.0
6
-5.6
7
-6.3
5
-6.9
4
-6.7
3
-5.6
8
-5.6
0
-5.6
4
-6.0
0
-6.8
1
-6.1
8
-5.5
3
-4.6
7
-3.3
4
-1.5
8
0.05
1.91
3.27
3.29
3.23
2.99
2.97
3.25
3.46
3.67
3.69
3.41
3.61
3.42
3.35
2.86
2.87
3.33
3.50
3.46
4.45
4.38
4.30
4.16
4.09
4.28
4.42
4.71
4.55
4.60
4.87
4.91
4.81
4.92
1+86
0
1+88
0
1+90
0
1+92
0
1+94
0
1+96
0
1+98
0
2+00
0
2+02
0
2+04
0
2+06
0
2+08
0
2+10
0
2+12
0
2+14
0
2+16
0
2+18
0
2+20
0
2+22
0
2+24
0
2+26
0
2+28
0
2+30
0
2+32
0
2+34
0
2+36
0
2+38
0
2+40
0
2+42
0
2+44
0
2+46
0
2+48
0
2+50
0
2+52
0
2+54
0
2+56
0
2+58
0
2+60
0
2+62
0
2+64
0
2+66
0
2+68
0
2+70
0
2+72
0
2+74
0
2+76
0
2+78
0
2+80
0
2+82
0
2+84
0
i = -0.300%L = 650.000 m
1+94
9.81
018
.950 i = -2.500%
L = 534.670 m
2+14
9.81
016
.150
18.6
50
10.3
95
14.2
00
2+86
014
.175
2+88
014
.150
2+90
014
.125
3+00
013
.466
3+02
013
.118
3+04
012
.695
3+06
012
.195
3+08
011
.622
3+10
011
.028
2+92
014
.100
2+94
014
.054
2+96
013
.934
2+98
013
.738
3+12
010
.433
3+14
09.
839
3+16
09.
244
3+18
08.
650
3+20
08.
055
3+22
07.
463
3+24
06.
928
3+26
06.
472
3+28
06.
096
3+30
05.
799
3+32
05.
581
3+34
05.
442
3+36
05.
382
14.5
00i = 1.866%
L = 220.000 m
14.0
00i = -0.125%L = 400.000 m 5.
380i = -2.972%
L = 290.000 m
-0.300%
-2.500%
GR
AD
E B
RE
AK
STA
= 2
+826
.354
ELE
V =
5.3
80
ES
T =
2+30
5.00
ELE
V =
12.
270
ES
T =
2+45
5.00
0E
LEV
= 1
1.79
4
ES
T =
1+94
9.81
0E
LEV
= 1
8.95
0
ES
T =
2+14
9.81
0E
LEV
= 1
6.15
0
THILAWASEZ ACCESS ROAD
PVI EST: 2+380.000PVI ELEV: 10.395
K: 34LVC: 150.000
PVI EST: 2+049.810PVI ELEV: 18.650
K: 91LVC: 200.000
ES
T =
2+52
5.00
ELE
V =
13.
101
ES
T =
2+67
5.00
0E
LEV
= 1
4.40
6
PVI EST: 2+600.000PVI ELEV: 14.500
K: 75LVC: 150.000
ES
T =
2+92
5.00
ELE
V =
14.
094
ES
T =
3+07
5.00
0E
LEV
= 1
1.77
1
PVI EST: 3+000.000PVI ELEV: 14.000
K: 48LVC: 150.000
1.866%
-0.125%
-2.972%
ES
T =
3+21
5.00
ELE
V =
7.6
09
ES
T =
3+36
5.00
0E
LEV
= 5
.380
PVI EST: 3+290.000PVI ELEV: 5.380
K: 50LVC: 150.000
THANLYIN BRIDGEAPPROACH ROAD
THANLYIN BRIDGEAPPROACH ROAD
EXISTINGINTERSECTION
EXISTINGINTERSECTION
EXISTINGINTERSECTION
GRADE
PROPOSEDHEIGHT
EXISTINGHEIGHT
STATION
CURVEELEMENTS
THE SUPPLEMENTAL SURVEY FOR THE PROJECT FOR CONSTRUCTION OF BAGO RIVER BRIDGEJAPAN INTERNATIONAL COOPERATION AGENCY
DRAWING NO.
SHEET NO.
SCALEDRAWING TITLE
REMARKS
REPUBLIC OF THE UNION OF MYANMARPUBLIC WORKS, MINISTRY OF CONSTRUCTIONDEPARTMENT OF BRIDGES
NIPPON KOEI CO., LTD.RD-10
12
10
20
30
ELEVATION
H=1:5000V=1:500
PLAN AND PROFILE FOR ALTERNATIVE OF STRAIGHT FLYOVERAT INTERSECTIONS ON THANLYIN SIDE
C
12.60
5.50 0.60 5.50
1.50 3.50 0.50 1.503.500.50
0.50 0.50
H2.
50
CONCRETE BARRIER
3.503.501.502.00 0.50 3.50 1.50 2.000.50
11.00 11.00
3.50
C
2.50
H
TYPICAL CROSS SECTION OF PIER WITH STEEL GIRDERFOR STRAIGHT FLYOVER AT YANGON SIDE
SIDE VIEW
THE SUPPLEMENTAL SURVEY FOR THE PROJECT FOR CONSTRUCTION OF BAGO RIVER BRIDGEJAPAN INTERNATIONAL COOPERATION AGENCY
DRAWING NO.
SHEET NO.
SCALEDRAWING TITLE
REMARKS
REPUBLIC OF THE UNION OF MYANMARPUBLIC WORKS, MINISTRY OF CONSTRUCTIONDEPARTMENT OF BRIDGES
NIPPON KOEI CO., LTD.TYPICAL DETAILS OF PIER WITH STEEL GIRDER
FOR STRAIGHT FLYOVER AT YANGON SIDERD-13
15
1:200
C
12.60
5.50 0.60 5.50
1.50 3.50 0.50 1.503.500.50
0.50 0.50
H2.
00CONCRETE BARRIER
3.503.501.502.00 0.50 3.50 1.50 2.000.50
11.00 11.00
3.50
C
2.00
H
TYPICAL CROSS SECTION OF PIER WITH PCT GIRDER FORSTRAIGHT FLYOVER AT YANGON SIDE
SIDE VIEW
THE SUPPLEMENTAL SURVEY FOR THE PROJECT FOR CONSTRUCTION OF BAGO RIVER BRIDGEJAPAN INTERNATIONAL COOPERATION AGENCY
DRAWING NO.
SHEET NO.
SCALEDRAWING TITLE
REMARKS
REPUBLIC OF THE UNION OF MYANMARPUBLIC WORKS, MINISTRY OF CONSTRUCTIONDEPARTMENT OF BRIDGES
NIPPON KOEI CO., LTD.TYPICAL DETAILS OF PIER WITH PCT GIRDER FOR
STRAIGHT FLYOVER AT YANGON SIDERD-14
16
1:200
5.75
3.251.00 0.50
0.50
C
0.75 0.75
BORED PILE D=1000mm
2.00
H1.
002.
00
1.50 2.00 1.50
TYPICAL CROSS SECTION OF PIER WITH PCT GIRDERFOR ON-RAMP DIRECT TO BRIDGE AT THANLYIN SIDE
SIDE VIEW0.50
THE SUPPLEMENTAL SURVEY FOR THE PROJECT FOR CONSTRUCTION OF BAGO RIVER BRIDGEJAPAN INTERNATIONAL COOPERATION AGENCY
DRAWING NO.
SHEET NO.
SCALEDRAWING TITLE
REMARKS
REPUBLIC OF THE UNION OF MYANMARPUBLIC WORKS, MINISTRY OF CONSTRUCTIONDEPARTMENT OF BRIDGES
NIPPON KOEI CO., LTD.TYPICAL DETAILS OF PIER WITH PCT GIRDER
FOR ON-RAMP DIRECT TO BRIDGE AT THANLYIN SIDE
1:200
RD-19
21
C
12.10
5.25 0.60 5.25
1.50 3.25 0.50 1.503.250.50
0.50 0.50
H2.
00
CONCRETE BARRIER
3.251.502.00 0.50 0.50
7.25
C
2.00
H
TYPICAL CROSS SECTION OF PIER WITH PCT GIRDER FORALTERNATIVE OF STRAIGHT FLYOVER AT INTERSECTIONS ON THANLYIN SIDE
SIDE VIEW3.25 1.50 2.00
7.25
THE SUPPLEMENTAL SURVEY FOR THE PROJECT FOR CONSTRUCTION OF BAGO RIVER BRIDGEJAPAN INTERNATIONAL COOPERATION AGENCY
DRAWING NO.
SHEET NO.
SCALEDRAWING TITLE
REMARKS
REPUBLIC OF THE UNION OF MYANMARPUBLIC WORKS, MINISTRY OF CONSTRUCTIONDEPARTMENT OF BRIDGES
NIPPON KOEI CO., LTD.TYPICAL DETAILS OF PIER WITH PCT GIRDER FOR ALTERNATIVEOF STRAIGHT FLYOVER AT INTERSECTIONS ON THANLYIN SIDE
1:200
RD-23
25
C
12.10
5.25 0.60 5.25
1.50 3.25 0.50 1.503.250.50
0.50 0.50
7.17
2.00
CONCRETE BARRIER
SIDEWALK SIDEWALK
3.251.502.00 0.50 0.50
7.25 7.25
3.25
C
7.17
CROSS SECTION OF ABUTMENT (AS.1) WITH PCT GIRDER FOR ALTERNATIVE OFSTRAIGHT FLYOVER AT INTERSECTIONS ON THANLYIN SIDE
SIDE VIEW
FOOTING PLAN12.10
5.50
1.25 2.400 1.252.400
0.40
1.05
2.50
2.400 2.400
2.00
THE SUPPLEMENTAL SURVEY FOR THE PROJECT FOR CONSTRUCTION OF BAGO RIVER BRIDGEJAPAN INTERNATIONAL COOPERATION AGENCY
DRAWING NO.
SHEET NO.
SCALEDRAWING TITLE
REMARKS
REPUBLIC OF THE UNION OF MYANMARPUBLIC WORKS, MINISTRY OF CONSTRUCTIONDEPARTMENT OF BRIDGES
NIPPON KOEI CO., LTD.TYPICAL DETAILS OF ABUTMENT (AS.1) WITH PCT GIRDER FOR
ALTERNATIVE OF STRAIGHT FLYOVER AT INTERSECTIONS ON THANLYIN SIDE
1:200
RD-24
26
CROSS SECTION OF ABUTMENT (AS.2) WITH PCT GIRDER FORALTERNATIVE OF STRAIGHT FLYOVER AT INTERSECTIONS ON THANLYIN SIDE
THE SUPPLEMENTAL SURVEY FOR THE PROJECT FOR CONSTRUCTION OF BAGO RIVER BRIDGEJAPAN INTERNATIONAL COOPERATION AGENCY
DRAWING NO.
SHEET NO.
SCALEDRAWING TITLE
REMARKS
REPUBLIC OF THE UNION OF MYANMARPUBLIC WORKS, MINISTRY OF CONSTRUCTIONDEPARTMENT OF BRIDGES
NIPPON KOEI CO., LTD. 1:200
RD-25
27
TYPICAL DETAILS OF ABUTMENT (AS.2) WITH PCT GIRDER FORALTERNATIVE OF STRAIGHT FLYOVER AT INTERSECTIONS ON THANLYIN SIDE
-12
-12
-12
-11
-11
-11
-11
-11
-11
-10 -10
-10
-10
-10-10
-10
-10
-10
-10
-10
-10
-10
-10
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-9
-8
-8
-8
-8
-8
-8
-8-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-8
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7
-7-7
-7
-7
-7
-7 -7
-7
-7
-7
-7
-7
-6
-6
-6
-6
-6
-6-6
-6-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6
-6-6
-6
-6
-6
-6
-6
-6
-6-6
-6 -6
-6
-6
-6-6
-6
-6
-6
-6
-6
-6 -6-6
-6
-5
-5
-5
-5
-5-5
-5-5
-5
-5
-5
-5-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5-5
-5
-5
-5
-5
-5-5
-4-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-4-4
-4
-4
-4
-4
-4
-4
-4
-4
-4
-3-3
-3-3
-3
-3
-3
-3
-3
-3
-2-2
-2-2
-2
-2
-2
-2
-1
-1
-1-1
-1
-1
-1
-1
-1
00
00
0
0
0
0
11
11
1
1
1
122
2
2
2
2
2
2
2
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
44
4
4
44
4
4
4
4
4
4
4
4
4
5
-7
0
0.000
10.000
20.000
30.000
40.000
50.000
60.000
70.000
-60.000
-50.000
-40.000
-30.000
-20.000
-10.000
HWL = 4.579
THE SUPPLEMENTAL SURVEY FOR THE PROJECT FOR CONSTRUCTION OF BAGO RIVER BRIDGEJAPAN INTERNATIONAL COOPERATION AGENCY
DRAWING NO.
SHEET NO.
SCALEDRAWING TITLE
REMARKS
REPUBLIC OF THE UNION OF MYANMARPUBLIC WORKS, MINISTRY OF CONSTRUCTIONDEPARTMENT OF BRIDGES
NIPPON KOEI CO., LTD.GENERAL VIEW OF BAGO BRIDGE BG-GP-01
28
AS SHOWN
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