Embed Size (px)
Citation preview
S=1:
2500
PLAN (1)
(CH
IPEM
BERE
HIG
HWAY
AND
LIV
INGS
TONE
AVE
NUE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PLAN(1/7)
(STA.34+00~41+00)
TIT
LE:
S=1:2500
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
P L - 1
2-36
S=1
:250
0PLAN (2)
(CHI
PEMB
ERE
HIGH
WAY
AND
LIVI
NGST
ONE
AVEN
UE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PLAN(2/7)
(STA.41+00~48+00)
TIT
LE:
S=1:2500
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
P L - 2
2-37
S=1:
2500
PLAN (3)
(CHI
PEMB
ERE
HIGH
WAY
AND
LIVI
NGST
ONE
AVEN
UE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PLAN(3/7)
(STA.48+00~55+00)
TIT
LE:
S=1:2500
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
P L - 3
2-38
S=1
:250
0PLAN (4)
(CH
IPEM
BERE
HIG
HWAY
AND
LIV
INGS
TONE
AVE
NUE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PLAN(4/7)
(STA.55+00~62+00)
TIT
LE:
S=1:2500
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
P L - 4
2-39
S=1:
2500
PLAN (5)
(CHI
PEMB
ERE
HIGH
WAY
AND
LIVI
NGST
ONE
AVEN
UE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PLAN(5/7)
(STA.62+00~69+00)
TIT
LE:
S=1:2500
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
P L - 5
2-40
S=1
:250
0PLAN (6)
(CHI
PEMB
ERE
HIGH
WAY
AND
LIVI
NGST
ONE
AVE
NUE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PLAN(6/7)
(STA.68+00~73+00)
TIT
LE:
S=1:2500
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
P L - 6
2-41
S=1:
2500
PLAN (7)
(CHI
PEMB
ERE
HIGH
WAY
AND
LIVI
NGST
ONE
AVEN
UE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PLAN(7/7)
(STA.73+00~EP)
TIT
LE:
S=1:2500
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
P L - 7
2-42
PROFILE (1)
(CH
IPEM
BERE
HIG
HWAY
AND
LIV
INGS
TONE
AVE
NUE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PROFILE(1/7)
(STA.34+00~41+00)
TIT
LE:
H=1:2500
V=1:500
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
IN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
VCL=50
R=2500
VCL=60
R=2900
DL=1100.00
1120.00
1140.00
Chichiri RA
NO.34+35
+50
41+ 0
34+ 0
+50
35+ 0
+50
36+ 0
+50
37+ 0
+50
38+ 0
+50
39+ 0
+50
40+ 0
4050.000
4100.000
3400.000
3435.019
3450.000
3500.000
3550.000
3567.491
3600.000
3650.000
3700.000
3750.000
3795.643
3800.000
3850.000
3900.000
3950.000
4000.000
4020.132
1137.297
1139.215
1102.431
1104.065
1104.772
1107.685
1111.035
1112.207
1114.385
1117.735
1120.840
1123.235
1125.380
1125.585
1127.935
1130.285
1132.635
1134.985
1135.931
L=440.000
ｉ=4.700%
L=235.019
i=4.666%
L=34.
981
i=4.6
02%
L=220.000
ｉ=6.700%
1120.415
1104.065
1105.675
VCL=200
R=5200
H=1:2500
V=1:500
1102.62
1104.97
1107.72
1110.86
1114.09
1117.54
1120.44
1123.16
1138.90
1137.18
1134.91
1132.56
1130.00
1127.77
1125.58
R=∞
L=132
.47
1
L=22
8.1
53
L=22
4.488
L=651
.70
3
R=600
R=∞
R=600
BC9-0
EC9-0
BC10-0
NC=3.0%
P R - 1
2-43
PROFILE (2)
(CH
IPEM
BERE
HIG
HWAY
AND
LIV
INGS
TONE
AVE
NUE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PROFILE(2/7)
(STA.41+00~48+00)
TIT
LE:
H=1:2500
V=1:500
VCL=80
R=2700
VCL=200
R=5200
DL=1120.00
1140.00
1160.00
+50
48+ 0
41+ 0
+50
42+ 0
+50
43+ 0
+50
44+ 0
+50
45+ 0
+50
46+ 0
+50
47+ 0
4750.000
4800.000
4100.000
4150.000
4200.000
4250.000
4300.000
4350.000
4400.000
4450.000
4500.000
4550.000
4600.000
4650.000
4671.835
4700.000
1140.803
1139.797
1139.215
1140.653
1141.611
1142.127
1142.557
1142.987
1143.417
1143.847
1144.277
1144.540
1143.953
1142.903
1142.444
1141.853
L=310.000
ｉ=2.100%
L=440.000
ｉ=4.700%
L=430.000
ｉ=0.860%
1144.793
1141.095
VCL=180
R=4600
H=1:2500
V=1:500
1138.90
1140.63
1141.97
1142.02
1142.15
1142.89
1143.36
1143.68
1144.27
1144.56
1143.97
1142.76
1141.78
1140.79
1140.08
NC=3.0%
EC10-0
R=600
R=651.703
R=∞
L=222.032
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
IN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
P R - 2
2-44
PROFILE (
3)(C
HIPE
MBER
E HI
GHWA
Y AN
D LIV
INGS
TONE
AVE
NUE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PROFILE(3/7)
(STA.48+00~55+00)
TIT
LE:
H=1:2500
V=1:500
VCL=300
R=8200
VCL=180
R=4600
DL=1120.00
114
0.00
116
0.00
Meselema RA
NO.51+20
+50
55+ 0
48+ 0
+50
49+ 0
+50
50+ 0
+50
51+ 0
+50
52+ 0
+50
53+ 0
+50
54+ 0
5488.301
5500.000
4800.000
4850.000
4893.867
4900.000
4934.201
4950.000
5000.000
5050.000
5100.000
5150.000
5187.189
5200.000
5227.523
5250.000
5300.000
5350.000
5400.000
5450.000
1140.263
1140.297
1139.797
1139.237
1139.193
1139.221
1139.523
1139.750
1140.649
1141.559
1142.394
1142.936
1143.140
1143.171
1143.170
1143.100
1142.722
1142.037
1141.121
1140.396
L=335.000
ｉ=1.860%
L=310.000
ｉ=2.100%
L=345.000
ｉ=1.820%
1144.562
1138.283
VCL=280
R=3900
H=1:2500
V=1:500
1140.08
1139.31
1139.35
1139.82
1140.55
1141.58
1142.50
1142.82
1142.99
1142.83
1143.03
1142.22
1141.15
1140.26
1139.81
NC=3.0%
R=∞
L=252.989
R=300
A=1
10L=4
0.33
3A=1
10L =
40.
333
R=∞
L=222.032
L=260.779
KE11-1
KA11-1
KE11-2
KA11-2
BC12-0
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
IN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
P R - 3
2-45
PROFILE (4)
(CHI
PEMB
ERE
HIGH
WAY
AND
LIVI
NGST
ONE
AVEN
UE)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PROFILE(4/7)
(STA.55+00~62+00)
TIT
LE:
H=1:2500
V=1:500
VCL=260
R=2600
VCL=280
R=3900
DL=1120.00
116
0.00
118
0.00
114
0.00
+50
62+ 0
55+ 0
+50
56+ 0
+50
57+ 0
+50
58+ 0
+50
59+ 0
+50
60+ 0
+50
61+ 0
6162.717
6200.000
5500.000
5550.000
5600.000
5650.000
5700.000
5750.000
5782.314
5800.000
5850.000
5900.000
5950.000
6000.000
6050.000
6100.000
6150.000
1162.624
1161.399
1140.297
1140.837
1142.017
1143.836
1146.281
1148.931
1150.644
1151.581
1154.231
1156.881
1159.531
1161.797
1163.120
1163.494
1162.921
L=235.000
ｉ=4.560%
L=335.000
ｉ=1.860%
L=535.000
ｉ=5.300%
1166.686
1138.331
H=1:2500
V=1:500
1139.81
1140.49
1142.50
1144.49
1146.13
1148.63
1150.86
1153.80
1157.08
1159.81
1161.88
1163.10
1163.59
1163.23
1161.53
NC=3.0%
EC12-0
EC13-0
L=294.013
R=680
R=∞
L=380.403
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
IN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
P R - 4
2-46
DL=1120.00
VCL=90
R=1200
VCL=50
R=1500
VCL=100
R=780
VCL=100
R=1100
VCL=80
R=710
1160.00
1180.00
1140.00
Standard Bank
NO.69+00
Yienikis RA
NO.61+80
69+ 0
61+ 0
62+ 0
63+ 0
64+ 0
65+ 0
66+ 0
67+ 0
68+ 0
6900.000
6100.000
6200.000
6300.000
6400.000
6500.000
6700.000
6800.000
1149.820
y=-0.232
1161.399
1156.874
1149.730
1145.066
1145.690
1147.447
L=195.000
ｉ=0.400%
L=235.000
ｉ=4.560%
L=160.000
ｉ=7.800%
L=1
20.000
ｉ=5.000%
L=150.000
ｉ=3.800%
L=85.000
ｉ=7.400%
1150.080
1155.970
1143.490
1149.490
1143.790
6180.0001162.122 +80
6220.0001160.530 +20
6240.0001159.618 +40
6260.0001158.706 +60
6280.0001157.794 +80
+20
+40
+60
+80
+20
+40
+60
+80
+20
+40
+60
+80
+20
+40
+60
+80
+20
+40
+60
+80
+20
+40
+60
+80
6320.000
6340.000
6360.000
6380.000
6420.000
6440.000
6460.000
6520.000
6540.000
6560.000
6580.000
6620.000
6640.000
6660.000
6680.000
6720.000
6740.000
6760.000
6780.000
6820.000
6840.000
6860.000
6880.000
6600.000
1144.910
VCL=260
R=2600
6468.000
1155.767
1154.402
1152.850
1151.290
1148.170
1146.674
1145.626
1145.090
1145.554
1146.490
1147.446
1148.094
1148.390
1148.334
1147.926
1147.210
1146.450
1145.000
1144.800
1145.160
1146.080
1148.580
1149.367
1149.807
1149.900
H=1:2500
V=1:500
PROFILE (5)
(CHI
PEMB
ERE
HIGH
WAY
AND
LIVI
NGST
ONE
AVEN
UE)
0000.000
1162.41
1161.56
1160.66
1159.92
1158.97
1157.86
1156.74
1155.62
1154.31
1152.90
1151.35
1149.84
1148.35
1146.82
1145.55
1144.88
1144.77
1145.40
1146.45
1147.41
1148.05
1148.39
1148.43
1148.01
1147.30
1146.49
1145.70
1145.25
1145.10
1145.21
1146.23
1147.69
1148.98
1149.68
1149.82
1149.90
1149.89
y=-0.043
y=-0.008
y=-0.203
y=-0.008
y=+0.064
y=+0.576
y=+1.600
y=+0.576
y=+0.064
y=-0.044
y=-0.396
y=-1.100
y=-0.396
y=-0.044
y=+0.070
y=+0.630
y=+1.120
y=+0.630
y=+0.070
y=-0.043
y=-0.390
y=-0.878
y=-0.693
y=-0.173
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PROFILE(5/7)
(STA.62+00~69+00)
TIT
LE:
H=1:2500
V=1:500
3.0%
R=∞
Ｌ＝159.311
EC13-0
R=10000
L=75.902
NC=3%
R=∞
Ｌ＝84.364
A=100
Ｌ＝55.556
R=180
Ｌ＝57.839
Ｌ＝55.556
A=100
R=∞
Ｌ＝
18.383Ｌ
＝49.231
A=80
Ｌ＝12.435
R=130
Ｌ＝49 .2 31
A=80
R=∞
Ｌ＝105.034
BC13-1
EC13-1
KA14-1
KE14-1
KE14-2
KA14-2
KA15-1
KA15-1
KE15-2
KA15-2
BC-16
6162.717
6322.048
6397.950
6482.314
6537.870
6595.709
6651.256
6669.648
6718.879
6731.332
6780.563
6888.908
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
IN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
P R - 5
2-47
DL=1120.00
VCL=50
R=1200
VCL=90
R=1200
VCL=80
R=1000
VCL=90
R=1200
1140.00
1160.00
Standard Bank
NO.69+00
73+ 0
68+ 0
69+ 0
70+ 0
71+ 0
6800.000
6900.000
7000.000
7100.000
1147.447
1149.820
1149.469
1154.165
L=80.000
ｉ=4.200%
L=85.000
ｉ=7.400%
L=195.000
ｉ=0.400%
L=85.000
ｉ=7
.500%
L=175.000
ｉ=0.200%
1155.325
1150.080
1149.300
1155.675
+20
72+ 07200.0001155.505
+40
+60
+80
+20
+40
+60
+80
+20
+40
+60
+80
+20
+40
+60
+80
+20
+40
+60
+80
6820.000
6840.000
6860.000
6880.000
6920.000
6940.000
6960.000
6980.000
7020.000
7040.000
7060.000
7080.000
7120.000
7140.000
7160.000
7180.000
7220.000
7240.000
7260.000
7280.000
1148.520
1149.367
1149.807
1149.900
7300.0001154.815
1149.740
1149.660
1149.580
1149.500
1149.784
1150.494
1151.599
1153.007
1154.981
1155.454
1155.585
1155.545
1155.465
1155.425
1155.385
1155.255
H=1:2500
V=1:500
PROFILE (6)
(CH
IPEM
BERE
HIG
HWAY
AND
LIV
INGS
TONE
AVE
NUE)
1150.10
1150.11
1149.76
1149.48
1149.46
1149.80
1150.44
1151.78
1153.37
1154.58
1155.39
1155.55
1155.53
1155.59
1155.63
1155.65
1155.57
1155.48
1155.09
1154.87
y=+0.049
y=+0.444
y=+0.790
y=+0.444
y=+0.049
y=-0.043
y=-0.385
y=-0.866
y=-0.684
y=-0.171
y=-0.090
y=-0.250
y=-0.090
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PROFILE(6/7)
(STA.68+00~73+00)
TIT
LE:
H=1:2500
V=1:500
1147.69
1148.98
1149.68
1149.82
1149.90
1149.89
NC=3.0%
R=∞
L=105.034
R=400
L=106.038
L=203.955
R=1000
98.235
R=∞
6888.908
6994.946
7198.901
7297.136
BC-16
EC-16
BC-17
EC-17
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
IN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
P R - 6
2-48
DL=1140.00
H=1:2500
V=1:500
VCL=80
R=2030
VCL=60
R=900
VCL=50
R=1200
VCL=50
R=2300
1160.
00
1180.
00
Illovo RA
NO.77+88
77+ 0
73+ 0
74+ 0
75+ 0
76+ 0
7788.353
7300.000
7400.000
7500.000
7600.000
1165.640
1154.815
1152.697
1155.520
1160.840
L=93.353
ｉ=0.560%
L=80.000
ｉ=4.200%
L=125.000
ｉ=2.440%
L=50.000
ｉ=6.700%
L=150.000
ｉ=4.500%
1165.115
1165.640
1151.965
1155.015
1158.365
+20
+40
+60
+80
+20
+40
+60
+80
+20
+40
+60
+80
+20
+40
+60
+80
+20
+40
+60
+80
7320.000
7340.000
7360.000
7380.000
7420.000
7440.000
7460.000
7480.000
7520.000
7540.000
7560.000
7580.000
7620.000
7640.000
7660.000
7680.000
7720.000
7740.000
7760.000
7780.000
1154.065
1153.225
1152.606
1152.430
1153.185
1153.673
1154.161
1154.819
1156.690
1157.942
1159.018
1159.940
1161.740
1162.640
1163.534
1164.286
1164.841
1165.200
1165.367
1165.479
1165.591
7700.000
PROFILE (7)
(CH
IPEM
BERE
HIG
HWAY
AND
LIV
INGS
TONE
AVE
NUE)
1154.87
1154.32
1153.17
1152.37
1152.41
1152.94
1153.49
1153.86
1154.17
1154.59
1155.43
1156.87
1158.02
1159.22
1160.15
1161.03
1161.97
1162.73
1163.50
1164.14
1164.72
1165.23
1165.46
1165.38
1165.51
0000.000
y=+0.221
y=+0.498
y=+0.221
y=+0.170
y=+0.266
y=+0.170
y=-0.088
y=-0.138
y=-0.022
y=-0.006
y=-0.154
y=-0.394
y=-0.302
y=-0.055
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
PROFILE(7/7)
(STA.73+00~EP)
TIT
LE:
H=1:2500
V=1:500
KA18-1
KE18-1
KE18-2
KA18-2
7574.339
7614.339
7666.789
7706.789
R=∞
L=277.203
L=4
0.00
0L=52.450
L=40
.000
A=8
0A=
8 0R=160
NC=3%
R=∞
L=81.564
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
IN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
P R - 7
2-49
DL=1140.00
DL=1130.00
DL=1105.00
DL=1135.00
DL=1140.00
DL=1160.00
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
S=1:200
STA.45+00
GH=1144.27
PH=
STA.40+00
GH=1134.91
PH=
STA.35+00
GH=1107.72
PH=
STA.53+40
GH=1142.56
PH=
STA.55+00
GH=1139.81
PH=
STA.60+00
GH=1161.88
PH=
6.635
6.720
6.698
6.920
6.700
6.580
11.200
3%
1.000
7.319
7.000
6.720
3%
9.200
6.650
S L S L S LS LS LS L
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
C S - 1
CR
OS
S S
EC
TIO
N(S
TA
.35+
00~
60+
00)
1:2.0
1:2.0
1:2.0
1:2.0
1:2.0
1:2.0
1:2.0
1:2.0
1:2.0
1:2.0
1:2.0
1:2.0
1:2.0 1:
2.0
1:2.0
1:2.0 1:2.0
1:2.0
2.500
1:2.0
2.500
2.500
1:2.0
2.500
2.500
2-50
STA.61+80
GH=1162.41
PH=1162.122
STA.62+00
GH=1161.56
PH=1161.399
STA.62+20
GH=1160.66
PH=1160.530
STA.62+40
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.61+
80~
62+
40)
DL=1158.00
DL=1158.00
DL=1158.00
DL=1156.00
3.750
2.500
3.750
3%
3%
3%
3.250
3.250
9.277
19.027
1.449
9.750
1.077
7.281
2.500
3.750
3%
3%
3%
3.699
3.250
10.730
20.480
9.750
10.253
4.695
3.750
3%
3%
4.370
3.250
14.373
11.945
26.317
GH=1159.92
PH=1159.618
3%
3%
C LS LS LS LS L 1.428
1.675
1.886
2.115
C LC LC L
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S=1:200
C S - 2
1:2.0
1:2.0
2-51
STA.62+60
GH=1158.97
PH=1158.706
STA.62+80
GH=1157.86
PH=1157.794
STA.63+00
GH=1156.74
PH=1156.874
STA.63+20
GH=1155.62
PH=1155.767
DL=1155.00
DL=1155.00
DL=1152.00
DL=1152.00
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.62+
60~
63+
20)
3.750
2.029
2.500
3.750
3%
3%3%
3%
3.250
3.250
0.500
9.279
9.750
19.029
3.750
1.227
2.500
3.750
3%
3%
3%
3%
3.250
3.250
0.500
8.477
9.750
18.227
3.750
1.646
2.500
3.750
3%
3%
3%
3%
3.250
3.250
0.500
8.896
9.750
18.646
3.750
9.820
2.500
3.750
3%
3%
3%
3.250
3.250
0.500
17.615
9.750
27.365
2.344
2.573
2.802
3.031
1:2.0
1:2.0
1:2.0
1:2.0
0.545
S LS LS LS L
C LC LC LC L
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S=1:200
C S - 3
2-52
STA.63+40
GH=1154.31
PH=1154.402
DL=1150.00
DL=1150.00
DL=1148.00
DL=1146.00
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.63+
40~
64+
00)
STA.63+60
GH=1152.90
PH=1152.850
STA.64+00
GH=1149.84
PH=1149.730
STA.63+80
GH=1151.35
PH=1151.290
3.750
2.958
2.500
3.750
3%
3%
3%
3%
3.250
3.250
0.500
12.984
9.750
22.734
3.750
2.500
2.983
3.750
3%
3%
3%
3%
3.250
3.250
0.500
9.750
10.233
19.983
3.750
2.500
3.356
3.750
3%3%
3%3%
3.250
3.250
0.500
9.750
10.606
20.356
3.750
2.500
2.500
3.750
3%
3%
3%
3%
3.250
3.250
0.500
9.750
9.750
19.500
3.244
3.416
3.549
3.643
1:0.5
1:2.0
1:2.0
2.776
1:0.5
S LS LS LS L
C LC LC LC L
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
T
HE
RE
PU
BLI
C O
F M
ALA
WI
S=1:200
C S - 4
2-53
STA.63+40
GH=1154.31
PH=1154.402
DL=1150.00
DL=1150.00
DL=1148.00
DL=1146.00
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.63+
40~
64+
00)
STA.63+60
GH=1152.90
PH=1152.850
STA.64+00
GH=1149.84
PH=1149.730
STA.63+80
GH=1151.35
PH=1151.290
3.750
2.958
2.500
3.750
3%
3%
3%
3%
3.250
3.250
0.500
12.984
9.750
22.734
3.750
2.500
2.983
3.750
3%
3%
3%
3%
3.250
3.250
0.500
9.750
10.233
19.983
3.750
2.500
3.356
3.750
3%3%
3%3%
3.250
3.250
0.500
9.750
10.606
20.356
3.750
2.500
2.500
3.750
3%
3%
3%
3%
3.250
3.250
0.500
9.750
9.750
19.500
3.244
3.416
3.549
3.643
1:0.5
1:2.0
1:2.01:2.0
2.776
1:0.5
S LS LS LS L
C LC LC LC L
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S=1:200
C S - 4
2-54
DL=1142.00
DL=1142.00
DL=1144.00
DL=1144.00
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.65+
00~
65+
60)
STA.65+00
GH=1144.77
PH=1145.066
STA.65+20
GH=1145.40
PH=1145.554
STA.65+40
GH=1146.45
PH=1146.490
STA.65+60
GH=1147.41
PH=1147.446
3.750
2.500
2.500
3.750
3%
3%
3%
3%
3.250
3.250
0.500
9.750
9.750
19.500
3.750
2.500
2.500
3.750
3%
3%
3%
3%
3.250
3.250
0.500
9.750
9.750
19.500
3.750
2.500
2.500
3.750
3%3%
3%
3%
3.250
3.250
0.500
9.750
9.750
19.500
3.750
2.500
2.500
3.750
3%
3%
3%
3%
3.250
3.250
0.500
9.750
9.750
19.500
3.999
3.970
3.841
3.637
1:2.0
1:2.0
1:2.0
1:2.0
1:2.0
1:2.0
S LS LS LS L
C LC LC LC L
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
T
HE
RE
PU
BLI
C O
F M
ALA
WI
S=1:200
C S - 6
2-55
DL=1145.00
DL=1145.00
DL=1145.00
DL=1145.00
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.65+
80~
66+
40)
STA.65+80
GH=1148.05
PH=1148.094
STA.66+00
GH=1148.39
PH=1148.390
STA.66+20
GH=1148.43
PH=1148.334
STA.66+40
GH=1148.01
PH=1147.926
3.750
7.500
2.500
3.750
3%
3%
3%
3.250
3.250
0.500
14.750
9.750
24.500
3.750
2.500
2.500
3.750
3%
3%
3%
3.250
3.250
0.500
9.750
9.750
19.500
3.250
2.500
2.500
3.750
3%
3%
3%
3%
3.250
3.250
0.500
13.250
9.750
23.000
2.500
3.750
3%
3%
3.250
3.250
0.500
13.250
9.750
23.000
2.722
2.858
3.101
3.388
1:2.0
1:2.0
1:2.0
4.000
3%
3.250
2.500
4.000
3%
1:2.0
1:2.0
1:2.0
(BUS
STO
P)
(BUS
STO
P)
S LS LS LS L
C L
C LC LC L
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S=1:200
C S - 7
2-56
DL=1144.00
DL=1144.00
DL=1142.00
DL=1142.00
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.66+
60~
67+
20)
STA.66+60
GH=1147.30
PH=1147.210
STA.66+80
GH=1146.49
PH=1146.450
STA.67+00
GH=1145.70
PH=1145.690
STA.67+20
GH=1145.25
PH=1145.000
3.250
1.020
2.500
3.250
3%
3%
3.250
3.250
0.500
5.770
15.250
21.020
2.700
2.695
2.639
2.494
4.000
(BU
S ST
OP)
1:2.0
S LS LS LS L
C LC LC LC L
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S=1:200
C S - 8
2.000
3%
3%1:2.0
3.250
1.020
2.500
3.250
3.250
3.250
0.500
5.770
15.250
21.020
4.000
(BU
S ST
OP)
3%
2.000
2.000
3%
3.250
1.020
3.250
0.500
5.770
17.020
3.250
3.250
11.250
2.500
3%
3%
1:2.0
3.250
1.020
3.250
0.500
5.770
17.020
3.250
3.250
11.250
2.500
2.000
1:2.0
1:2.0
2-57
DL=1142.00
DL=1142.00
DL=1145.00
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.67+
40~
68+
00)
STA.68+00
GH=1147.69
PH=1147.447
STA.67+60
GH=1145.21
PH=1145.160
STA.67+40
GH=1145.10
PH=1144.800
STA.67+80
GH=1146.23
PH=1146.080
DL=1145.00
3.750
2.500
2.500
3.750
3%
3%
3%
3%
3.250
3.250
500
11.218
9.750
20.968
1.468
2.000
3.750
2.500
2.500
3.750
3%
3%
3%
3%
3.250
3.250
0.500
9.750
9.750
19.500
3.750
2.500
2.500
3.750
3%
3%
3%
3%
3.250
3.250
0.500
9.750
9.750
19.500
2.266
2.080
2.000
1:2.0
1:2.0
1:2.0
1:2.0
1:2.0
S LS LS LS L
C LC LC LC L
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S=1:200
C S - 9
3%
1:2.0
3%1:2.0
3.250
1.020
3.250
0.500
6.770
17.020
3.250
3.250
10.250
2.500
1.000
2-58
DL=1146.00
DL=1146.00
DL=1146.00
DL=1146.00
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.68+
20~
68+
80)
STA.68+80
GH=1149.90
PH=1149.900
STA.68+60
GH=1149.82
PH=1149.807
STA.68+40
GH=1149.68
PH=1149.367
STA.68+20
GH=1148.98
PH=1148.580
9.548
2.500
2.500
3.750
2.571
3.250
15.422
9.750
25.172
2.000
3.788
2.500
2.500
3.722
3%
3%
3%
3%
3.462
3.528
9.750
9.750
19.500
2.434
2.500
2.500
5.061
3%
3%
3%
3%
4.816
2.189
9.750
9.750
19.500
2.000
2.000
2.000
3%
3%
3%
1.053
1:2.0
2.500
2.500
3.750
3%
3%
3%
3.250
28.735
9.750
38.485
2.371
4.472
19.642
7.6%
1:2.0
1:2.0
1:2.0
S LS LS LS L
C LC LC LC L
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S=1:200
C S - 10
2-59
DL=1146.00
DL=1146.00
DL=1146.00
DL=1146.00
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.69+
00~
69+
60)
STA.69+60
GH=1149.76
PH=1149.580
STA.69+20
GH=1150.10
PH=1149.740
STA.69+00
GH=1149.89
PH=1149.820
STA.69+40
GH=1150.11
PH=1149.660
2.500
3.750
3%
3.250
12.510
9.750
22.260
6.325
3.935
3%
2.500
3%
3%
3%
3.500
3.500
7.000
2.500
3%
2.156
0.870
2.500
3%
3%
3%
3.500
3.500
7.000
2.500
3%
4.827
0.870
2.500
3%3%
3%
3.500
3.500
7.000
2.500
3%
6.716
0.870
S LS LS LS L
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
2.500
S=1:200
C S - 11
1:2.0
2-60
DL=1146.00
DL=1146.00
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.69+
80~
70+
40)
STA.69+80
GH=1149.48
PH=1149.500
STA.70+00
GH=1149.46
PH=1149.469
STA.70+40
GH=1150.44
PH=1150.494
STA.70+20
GH=1149.80
PH=1149.784
DL=1146.00
DL=1146.00
3%
3%
1.943
5.739
3.500
11.229
2.500
3%
3%
0.5%
9.5%
3.500
7.000
3%
3%
5.392
3.500
3.628
3.500
7.000
3%
3%
2.500
3.500
3.981
2.500
3%3%
5.8%
3.500
7.000
0.870
2.500
3%
3%
3%
3.500
3.500
7.000
2.500
3%
6.468
0.986
2.500
3%
0.8%
1:2.0
7.7%
0.870
1:2.0
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S LS LS LS L
S=1:200
C S - 12
1:2.0
0.5%
2-61
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.70+
60~
72+
00)
STA.70+60
GH=1151.78
PH=1151.599
STA.70+80
GH=1153.37
PH=1153.007
STA.71+20
GH=1155.39
PH=1154.981
STA.71+00
GH=1154.58
PH=1154.165
DL=1150.00
DL=1150.00
DL=1152.00
STA.71+40
GH=1155.55
PH=1155.454
STA.71+60
GH=1155.53
PH=1155.585
STA.72+00
GH=1155.63
PH=1155.505
STA.71+80
GH=1155.59
PH=1155.545
DL=1153.00
DL=1153.00
DL=1153.00
DL=1152.00
DL=1153.00
3%
3%
3.500
3.500
7.000
3%
3%
3%
3.500
3.500
7.000
3%
3%
3.500
2.932
2.500
3%
9.3%
3.500
7.000
3%
3%
2.500
0.870
3.500
3.056
2.500
3%
3%
9.8%
3.500
7.000
3%
3%
2.500
3.500
8.792
2.500
3%
3%
3.500
7.000
3%
3%
2.500
3.500
9.110
2.500
3%
3%
3.500
7.000
3%
3%
2.500
3.500
3.571
2.500
3%
3%
3.500
7.000
3%
3%
2.500
3.500
1.817
2.500
3%
3.500
7.000
0.870
0.870
0.870
0.870
0.870
2.500
3%
2.500
0.870
3%
0.870
2.500
3%
0.870
2.500
1:2.0
1:2.0
3%
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S LS LS LS L
S LS LS LS L
S=1:200
C S - 13
0.870
0.5%
0.5%
1:2.0
0.5%
1:2.0
2-62
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.72+
00~
73+
60)
STA.72+20
GH=1155.65
PH=1155.465
STA.72+40
GH=1155.57
PH=1155.425
STA.72+80
GH=1155.09
PH=1155.255
STA.72+60
GH=1155.48
PH=1155.385
DL=1152.00
STA.73+00
GH=1154.87
PH=1154.815
STA.73+20
GH=1154.32
PH=1154.065
STA.73+60
GH=1152.37
PH=1152.606
STA.73+40
GH=1153.17
PH=1153.225
DL=1152.00
DL=1152.00
DL=1152.00
DL=1152.00
DL=1152.00
DL=1150.00
DL=1150.00
3%
3%
2.500
3.500
2.222
3%
3.500
7.000
3%
3%
3.500
1.827
3.500
7.000
3%
3%
2.500
2.019
3.500
1.115
2.500
3%
3%
3.500
7.000
0.870
3%
3%
3.500
4.459
3%
3.500
7.000
2.419
3%
3%
2.427
3.500
0.870
3%
3.500
7.000
3%
3%
1.000
2.281
3.500
4.749
2.500
3%
3%
1.1%
3.500
7.000
3%
3%
2.500
2.130
3.500
4.900
2.500
3%3%
3.500
7.000
3%
3%
2.500
1.973
3.500
1.196
2.500
3%
3%
3.500
7.000
3%
6.229
3%
3%
2.500
7.500
1.295
7.500
3%
2.500
1:2.0
3%
1:2.0
2.500
1:2.0
3%
1:2.0
3%
1:2.0
1:2.0
3%
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S LS LS LS L
S LS LS LS L
S=1:200
C S - 14
0.5%
1:2.0
0.5%
0.5%
2-63
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.73+
80~
74+
40)
STA.73+80
GH=1152.41
PH=1152.430
STA.74+00
GH=1152.94
PH=1152.697
STA.74+40
GH=1153.86
PH=1153.673
STA.74+20
GH=1153.49
PH=1153.185
DL=1150.00
DL=1150.00
DL=1150.00
DL=1150.00
3%
3%
2.000
1.797
3.500
1.309
2.000
3%
3%
3.500
7.000
3%
3%
7.016
1.961
3.500
1.469
7.000
3.500
7.000
3%
3%
2.500
2.250
3.500
1.672
3.500
7.000
3%
3%
2.000
2.137
3.500
1.877
3%
3.500
7.000
3%
3%
3%
3%
2.500
3%
1:2.0
3%
2.500
1:2.0
3%
1:2.0
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S LS LS LS L
S=1:200
C S - 15
2-64
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.74+
60~
75+
20)
STA.74+60
GH=1154.17
PH=1154.161
STA.74+80
GH=1154.59
PH=1154.819
STA.75+20
GH=1156.87
PH=1156.690
STA.75+00
GH=1155.43
PH=1155.520
DL=1152.00
DL=1152.00
DL=1152.00
DL=1154.00
3%
3%
2.000
2.023
3.500
1.996
3%
3.500
7.000
3%
3%
2.000
1.877
3.500
2.094
3.500
7.000
3%
3%
2.500
1.763
3.500
2.202
3.500
7.000
3%
3%
3%
2.500
1.616
3.500
2.354
3.500
7.000
3%1:2.0
2.5003%
1:2.0
2.500
3%
1:2.0
3%
2.500
1:2.0
3%
3%
2.500
1:2.0
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S LS LS LS L
S=1:200
C S - 16
0.5%
0. 5%
0. 5%
0.5%
0. 5%
0. 5%
0.5%
2-65
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.75+
40~
76+
00)
STA.75+40
GH=1158.05
PH=1157.942
STA.75+60
GH=1159.22
PH=1159.018
STA.76+00
GH=1161.03
PH=1160.840
STA.75+80
GH=1160.15
PH=1159.940
DL=1155.00
DL=1156.00
DL=1158.00
DL=1158.00
3%
3%
2.500
1.490
3.500
2.580
7.500
3%
3.500
7.000
3%
3%
3%3%
16.245
2.500
2.500
1:2.0
3.500
4.246
3.500
11.246
3%
3%
16.601
2.500
2.500
1:2.0
3.500
4.601
3.500
11.601
3%3%
3%
3%
3%3%
3%
3%
16.298
2.500
2.000
1:2.0
3.500
4.798
3.500
11.798
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S LS LS LS L
S=1:200
C S - 17
2-66
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.76+
20~
76+
80)
STA.76+20
STA.76+40
GH=1162.73
PH=1162.640
STA.76+80
GH=1164.14
PH=1164.284
STA.76+60
GH=1163.50
PH=1163.534
GH=1161.97
PH=1161.740
GS
DL=1158.00
DL=1160.00
DL=1160.00
DL=1162.00
3%
3%
3%
3%
16.912
2.500
2.500
1:2.0
3.500
4.912
3.50011.912
3%
3%
3%
3%
17.748
2.500
2.500
1:2.0
3.500
5.748
3.50012.748
1:2.0
3%
3%
3%3%
18.653
2.500
2.500
1:2.0
3.500
6.653
3.500
13.653
3%
3%3%
3%
17.356
2.500
2.500
1:2.0
3.500
5.356
3.50012.356
1:2.0
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S LS LS LS L
S=1:200
C S - 18
2-67
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.77+
00~
77+
60)
STA.77+00
STA.77+20
GH=1165.23
PH=1165.200
STA.77+60
GH=1165.38
PH=1165.479
STA.77+40
GH=1165.46
PH=1165.367
GH=1164.72
PH=1164.841
DL=1162.00
DL=1162.00
DL=1162.00
DL=1162.00
3%
3%3%
14.436
2.500
2.403
3.500
2.533
3.500
9.533
3%3%
11.497
3.500
3.500
3%
3%
3%3%
16.498
2.500
2.500
1:2.0
3.500
4.498
3.500
11.498
3%3%
16.587
3%
1:2.0
1:2.0
1:2.0
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S LS LS LS L
S=1:200
C S - 19
4.497
2-68
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
CR
OS
S S
EC
TIO
N(S
TA
.77
+8
0~E
P)
STA.77+80
EP STA.77+88.353
GH=1165.64
PH=1165.640
GH=1165.51
PH=1165.591
DL=1162.00
DL=1162.00
15.187
2.500
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
S L S L
S=1:200
C S - 20
1:2.0
2-69
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E B
AS
IC D
ES
IGN
ST
UD
YO
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VE
ME
NT
OF
BL
AN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
Dra
win
g N
o.
SC
ALE
DA
TE
RUB
BLE
WORK
AS SHOWN
TITLE :
500
VARIOUS
U-SH
APED
DRA
INAG
E
STONE MASONRY
450
STA.63
+80
STA.64
+00
STA.64
+00
1200
2500
2000
0100
0
2200
0
1149.4
38
1150.9
98
1151.6
11151.9
71
0.5
FRO
NT V
IEW
1:10
0SEC
TION
1:5
0
TOP
OF
STO
NE M
ASON
RY
FOO
TPAT
H FI
NISH
TOP
BOTT
OM O
F ST
ONE
MASO
NRY
1150.7
7
1151.6
1
1149.4
1149.1
11149.1
1
STA.6
3+80
1150.9
98
1151.9
7
1150.7
7
100
0
C M - 1
350
STO
NE M
ASON
RY
900
WHE
EP H
OLE
VP-
50 @
2.5㎡
700
150
CRU
SHED
STO
NE (
C-40
)
MORT
AR L
AYER
T=5
0MM
300
CONC
RETE
(18
N)
MORT
AR T
=50m
m
1000
350
100
MORT
AR
2-70
10696
22
1 1
SP
114
4
3 3
STA.64+80
DL=1
140
FH=1
141.6
39FH
=11
41.7
60
4076
2698
1870
3602
3427
4006
535
10465
9750
20215
3 3
10696
435
4259
500 1000
3600
EXIS
TING
CULV
ERT
105
φ1460
105
2501670
1085835
2170 200
CONCRETE(18N)
LEVELING CONVRETE(18N)
2100
100
100
250
1:0.3
1000
7397
397
1:0.3
3136
2452
1809
368
105
φ1460
105
3600
100
100
GALVANIZED STEEL PIPE
CONCRETE(18N)
LEVELING CONCRETE FOR WALL(18N)
500
1000
3100
500
200300
1000
LEVELING CONCRETE FOR SLAB(18N)
3600
435
1150
1000
4694
GALVANIZED STEEL PIPE
100
250500
500
500
(1660)
(1:0.35)
3100
200
LEVELING CONCRETE FOR WALL(18N)
LEVELING CONCRETE FOR SLAB(18N)
200
250
1609
5000
2500
2500
6000
3691
120°
90°
400
400
400
3136
2452
1809
7397
368
397
250
1500
1500
1500
250
200
S=1
:200
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
CR
OS
S D
RA
INA
GE
(1
)(P
IPE
CU
LVE
RT
)(S
TA
64+
70)
TIT
LE:
AS
SH
OW
N
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
SECTION 2-2
SECTION 1-1
SECTION 3-3
S=1
:100
S=1:
100
S=1
:50
S=1:
200
PLAN
SECTION
C D - 1
DETAIL OF PLAN
S=1:
100
2-71
1
1
22
3 3
STA.67+60
STA.67+40
9614
105
φ1460
105
2501670
1085835
2170 200
CONCRETE(18N)
LEVELING CONVRETE(18N)
2100
100
100
250
1:0.3
1000
393
1:0.3
377
105
φ1460
105
1000
GALVANIZED STEEL PIPE
7595
2757
2115
2723
100
100
CONCRETE(18N)
LEVELING CONVRETE FOR WALL(18N)
5000
500
1000
4500
500
200300
LEVELING CONCRETE FOR SLAB(18N)
3938
2620
2624
3964
3%
3%
3%
3%
3420
3428
513
10228
10279
20507
0
424
5000
EXIS
TING
CUL
VERT
3 3 9614
FH=11
42.0
40
FH=
1141
.667
GH=
114
0.30
2
4348
500 1000
5000
424
1150
1000
4772
GALVANIZED STEEL PIPE
100
250500
(2065)
4500 500
200
FH=1141.667
(1:0.37)
500
200
LEVELING
CONCRETE FOR SLAB(18N)
250
LEVELING CONCRETE FOR WALL(18N)
2500
3000
4500
4965
400
400
400
90°
120°
350
1600
1600
1600
350
400
1665
346
3328
2243
7983
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
CR
OS
S D
RA
INA
GE
(2)
(PIP
E C
ULV
ER
T)
(ST
A6
7+50
）
TIT
LE:
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LAN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
S=1
:100
PLAN
S=1
:200
SECTION
SECTION 1-1
SECTION 3-3
SECTION 2-2
S=1:
100
S=1
:100
S=1
:50 AS
SH
OW
N
C D - 2
DETAIL OF PLAN
S=1:
100
2-72
200 840
870
605
740
560
140800
50
50
100
100
535
100
735
140
200
200
140
200 840
1040
870
605
740
560
140800
50
50
100
100
535
100
735
75
135
150
COV
ER (
740x
500x
140)
CONCR
ETE(
21N)
600
870
500 500
605
740
560
PLA
N
RE-B
AR D
ETAI
LS
740
740
4-D1
2
100
2020
50 50
500
400
140
50
20
COV
ER P
LAN
135
600
135
50
640
50
COVE
R SE
CTIO
N
6-D
12 @
200
104015
-D12
@ 2
004-D1
2
SECT
ION
2828
1400
600 100600
150
150
SECT
ION
75
100
100
7575
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E B
AS
IC D
ES
IGN
ST
UD
YO
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VE
ME
NT
OF
BLA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
Dra
win
g N
o.
SC
ALE
DA
TE
DRAI
NAGE
(1/3
)S=1:20
TITLE :
U-SHAPED DRAINAGE
φ18
45
10
S=1:
4
100 1100 150
200
800
200
65
65
75 1200 75
70
70
200
100
1000
100
50
1200
50
100
30
80 300
10
65
800
65
930
460 460
930
46010
460
CATCH PIT
COVE
R 46
0×930
835
50
50
PLAN
4-D1
2
×120
0
9-D
12
×45
0
CON
CRET
E(21
N)
SEC
TION
COV
ER
CON
CRET
E(18
N)
FOUN
DATI
ON(C
-40)
WEL
DED
WIRE
MES
H
φ7.
1@20
0 C/
C
1000
4-D
12
9-D
12
FOUN
DATI
ON(C
-40)
CONC
RETE
(21N
)
CONC
RETE
(21N
)
SLAB COVER (600 x 1400)
50 D R - 1
2-73
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E B
AS
IC D
ES
IGN
ST
UD
YO
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VE
ME
NT
OF
BLA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
Dra
win
g N
o.
SC
ALE
DA
TE
DRAI
NAGE
(2/3
)S=1:20
TITLE :
1000
400
354
354
650
250
150 150
150
φ60
015
0
900
650
1000
CULV
ERT
ISOM
ETRI
C VI
EW
250
150 150
150
φ600
150
900
650
100
100
200
354
250
400
900
250
900
250
150
60
015
0900
650
CROS
S SE
CTIO
N (R
E-BA
R)250
400
900
250
900
449 3 449
449 3 449
50 50
40
40 40
40
4040
40
75
425
425
75
50
150
200
200
200
150
50
100
0
900
900
300
40 820 40
D600 PIPE CULVERT (PRE-CAST)LO
NG S
ECTI
ON (
RE-B
AR)
CRO
SS S
ECTI
ON
100
010
0100
70
70 70
3 @2
00=60
070
60 6
0060
2001000
100
0
420
3 @200=600
130
130
200 200600
130 130
5050
600 6060
70 3@200=600 70130 130
VAR
IOUS
D600 PIPE CULVERT ( CAST IN PLACE)
D12
D12
φ600
R.C
.C.P
IPE
PLAN
/SID
E VI
EW
20-
D12@
200
51-
D12@
200
51-
D12@
200
FOU
NDAT
ION(
C-40
)
CROS
S SE
CTIO
N (
RE-B
AR)
φ600
φ600
φ600
6-D
12
D12
3-D
12@4
25
18-D
12@2
006-
D12@
200
6-D
12@2
003-D
12@4
25
6-D1
2@20
018
-D12
@200
6-D
12@2
00
CONC
RETE
(P
RE-C
AST)
FOUN
DATI
ON(C
-40)
D R - 2
2-74
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E B
AS
IC D
ES
IGN
ST
UD
YO
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VE
ME
NT
OF
BLA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
Dra
win
g N
o.
SC
ALE
DA
TE
DRAI
NAGE
(3/3
)AS SHOWN
TITLE :
250
HEA
D WA
LL E
LEV
ATIO
N WI
TH R
E-BA
RHEA
D WA
LL S
ECTI
ON
700
600 100
350
100
HEAD WALL
OPEN DRAINAGE
1:0.5
100
100
200
100
1:0.5
100
200
200
200
100
20
100
1:0.5
100
1:0.5
100
CONCRETE (18N)
D7.1@200 C/C
WELDED WIRE MESH
100mm SUB-BASE
600 300
CONCRETE (18N)
100mm SUB-BASE
300
OPEN
DRA
INAG
E D6
00OP
EN D
RAIN
AGE
D300
W1
H
W
CONCRETE (18N)
100mm SUB-BASE
DRA
INAG
E RE
PAIR
D7.1@200 C/C
WELDED WIRE MESH
CONCRETE(18N)
D7.1@200 C/C
WELDED WIRE MESH
300
600
300
200
1200
(C-40)
(C-40)
1:0.5
1:0.5
(C-40)
S=1
:30
1200
13H=300
H=900
1000
23H=600
1:0.5
100
1:0.5
600
450
1500
450
600
100
DEPOSIT TO BE REMOVED
TRIMMI
NG AND
SHAPI
NG 100
6
TRIMMI
NG AND
SHAPI
NG 100
6
ASSUMED DEPOSIT SURFACE
DEPOSIT TO BE REMOVED
DEPOSIT TO BE REMOVED
S=1:
40
S=1:
50
500
500
1600
1:1
500
600
EARTH DRAINAGE
600
DEPOSIT TO BE REMOVED
SODDING L=707
1:1
SODDING L=707
ASSUMED DEPOSIT SURFACE
S=1
:40
CLEA
NING
OF
EXIS
TING
OPEN
DRA
INAG
E
CLEANING OF EXISTING
PIPE CULVERT
S=1
:30
D R - 3
1800
900
250 1000
250
1000
1250
450 800
850
1100
600
2-75
300
400
STAG
GERE
D TY
PE (
KERB
F-S
)
100
0
1000
300
120
30
450
120 80 10010
90
FLAT TYPE KERB STONE (KERB F-S,FLAT)
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E B
AS
IC D
ES
IGN
ST
UD
YO
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VE
ME
NT
OF
BL
AN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
Dra
win
g N
o.
SC
ALE
DA
TE
KER
B ST
ONE
, MED
IAN
BARR
IER
VER
GE B
LOCK
AS SHOWN
TITLE :
PLA
N S=1
:50
Foot
path
Fin
ish
Top
MOR
TAR
BED
CONC
RETE
(18
N)
Roa
d Fi
nish
Top
KER
BSTO
NE (
PRE
-CAS
T)(L=1
000m
m)15
015
0150
450
200 200
120 80
100200
Roa
d Fi
nish
Top
120
30
150
10 90
100
150
100
350
MORT
AR B
ED
Foot
path
Fin
ish
Top
KERB
STON
E (P
RE-C
AST)
(L=1
000m
m)
CRUS
HED
STON
E (C
-40)
MOUNT TYPE KERB STONE (KERB-M)
125
100 75
125
125
50
175
5050
VER
GE B
LOCK
(PRE
-CAS
T)(L
=500
mm)
CON
CRET
E (1
8N)
VERGE BLOCK
Fil
l(sa
nd)
50
MOR
TAR
KERB
STON
E (P
RE-C
AST)
(L=1
000m
m)12
030
150
120 80 100 10
200
Road
Fin
ish
Top
MOR
TAR
BED
CONC
RETE
(18
N)CRU
SHED
STO
NE (
C-40
)
300
800
TOP
OF E
DGIN
G
TOP
OF
KERB
STO
NE
TOP
OF
ROAD
SUR
FACE
BOTT
OM OF
KER
B
TOP
OF E
DGI
NG
TOP
OF
DROP
PED
KERB
BOT
TOM
OF D
ROPP
ED K
ERB
100
030
00100
0
180
DROPED KERB DETAIL FOR PEDESTRAIN CROSSING
(KERB STONE(FLAT))
FRO
NT V
IEW
S=1
:50
Foot
path
Fin
ish
Top
MEDIAN BARRIER
SEC
TION
S=
1:10
SECT
ION
S=1
:10
CONC
RETE
(18
N)
500
120 80 100 10 90
200 200
150
150
200
150
150
SEC
TION
S=
1:10
SEC
TION
S=
1:10
M - 1
120 80100200
Road
Fin
ish
Top
120
30
150
Foot
path
Fini
sh T
op
KER
BSTO
NE(EXI
STIN
G)
KERB STONE REPAIR(KERB-M)
SECT
ION
S=1
:20
Pai
ntin
g
(Bl
ack
and
Whit
e)
Paint(Black)
Paint(White)
Par10m
5.0m
5.0m
2-76
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E B
AS
IC D
ES
IGN
ST
UD
YO
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VE
ME
NT
OF
BLA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TRAF
FIC
SIGN
S=1:20
TITLE :
NEW REGULATORY & WARNING SIGN SCHEDULE
6050
600
600
900
900
400
x 26
0
STO
P S
IGN
SPECI
AL S
PEED
GIVE
WAY
ROUN
DABO
UTBU
S ST
OP
NOTES:
REFER TO "THE SATCC ROAD TRAFFIC SIGNS MANUAL" .
600
300
150
150
25
200
SIGN POST SETTING DETAILS
6002600
LIMIT
(60)
(50)
MARK
SIGN
TYPE
SIZE
900
900
800
PED
ESTR
IAN
TRAF
FIC
LIGH
TSNO
ENT
RYONE
-WAY
ROA
D
600
x 3
5080
0
DIRE
CTIO
NCR
OSSI
NGTO
BE F
OLLO
WED
MARK
SIGN
TYPE
SIZE
STA.42+20(C)
PLASTIC CAP TO SEAL TUBE
60×
3mm DIA.GALVANIZED
CONCRETE (18N)
STEEL PIN OR BASE PLATE
AT FOOT OF POST
M - 2
STA.34+60(L)
STA.34+54(L)
STA.35+20(R)
STA.41+20(L)
STA.34+49(L)
STA.42+20(C)
STA.69+00(L)
STA.46+37(R)
STA.61+85(L)
STA.68+80(L)
STA.34+80(R)
STA.41+93(R)
STA.43+00(R)
STA.48+50(L)
STA.49+40(R)
STA.50+06(L)
STA.50+90(R)
STA.51+50(L)
STA.51+60(L)
STA.69+50(R)
STA.77+25(R)
STA.50+60(L)
STA.61+10(L)
STA.77+25(L)
STA.34+60(R)
STA.51+00(L)
STA.51+60(R)
STA.61+50(L)
STA.61+80(L)
STA.69+10(R)
STA.77+40(L)
STA.77+60(R)
STA.68+00(R)
STA.68+40(L)
STA.76+60(R)
STA.50+10(R)
STA.51+45(L)
STA.61+50(R)
STA.42+60(C)
STA.46+90(C)
STA.47+10(C)
STA.50+00(C)
STA.75+30(R)
STA.42+60(C)
STA.46+90(C)
STA.47+10(C)
STA.50+80(C)
STA.47+54(L)
STA.57+50(R)
STA.60+30(L)
STA.63+45(L)
STA.63+65(R)
STA.64+85(L)
STA.65+87(R)
STA.65+90(L)
STA.68+15(L)
STA.68+90(R)
STA.74+10(L)
STA.41+20(R)
STA.48+70(R)
STA.49+20(L)
STA.53+40(L)
STA.58+00(R)
STA.60+70(L)
STA.61+05(R)
STA.66+30(L)
STA.66+70(R)
STA.54+00(R)
STA.60+40(L)
STA.61+95(L)
STA.62+40(R)
STA.66+00(L)
STA.67+40(R)
STA.68+00(L)
STA.68+80(R)
STA.68+90(L)
STA.69+50(R)
STA.76+80(L)
STA.73+93(L)
2-77
STR
AIGHT
RIG
HT-T
URN
ARROW MARK
S=1:100
STRA
IGHT
-LEF
T-TU
RN
ARROW MARK
ARROW MARK
WH
ITE
PA
INT
WIT
H B
EA
DS
HE
AT
ED
& M
ELT
ED
WH
ITE
PA
INT
WIT
H B
EA
DS
HE
AT
ED
& M
ELT
ED
WH
ITE
PA
INT
WIT
H B
EA
DS
HE
AT
ED
& M
ELT
ED
LEF
T-TU
RNS=1:100
ARROW MARK
S=1:100
S=1:100
S=1:200
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E B
AS
IC D
ES
IGN
ST
UD
YO
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VE
ME
NT
OF
BL
AN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BLI
C O
F M
ALA
WI
Dra
win
g N
o.
SC
ALE
DA
TE
ROAD
MAR
KING
AS SHOWN
TITLE :
M - 3
STA.58+00(R)
STA.53+40(L)
STA.49+20(L)
L
2500
1000
1000
STA.48+70(R)
1500
STA.60+70(L)
2000
STA.61+05(R)
1600
2-78
S=1:50
STRE
ET L
IGHT
LIG
HTIN
G FI
XTUR
E AN
D LA
MP
STR
EET
LIGH
T PO
LE
WIRIN
G AP
ERTU
RE
600
x 1
30
750
8@150=120050 4@200=800 50150
2 x Y16
GL
Y12
HIG
H PR
ESSU
RE S
ODIU
M LA
MP 2
30W
PLAS
TIC
FLEX
IBLE
CON
DUIT
(PF
36)
CON
CRET
E (2
1N)
FOUN
DATI
ON (
C-40
)
REI
NFOR
CEME
NT B
AR
2100300
(PA
VEME
NT)
MORE THAN
600
600
700
9320
150
70
150
70
155
155
ANCHOR BOLTS
S=1:
25
BASE PLATE
300
180
4-φ
28
400
400
300
300
t22
50
300
180
1000
500
4-M22
1-Y12
1-Y12
50
300
180
1000
500
4-M22
1-Y12
1-Y12
750
300
130
ADAP
TER
φ60.
5 x
L=12
0
285038602510
75 100
175
9320
300
130
285038602510
75
100
175
2100300
300
300
Y12
Y12
BL
AN
TY
RE
CIT
Y A
SS
EM
BLY
TH
E R
EP
UB
LIC
OF
MA
LA
WI
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E B
AS
IC D
ES
IGN
ST
UD
YO
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VE
ME
NT
OF
BL
AN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BL
IC O
F M
ALA
WI
Dra
win
g N
o.
SC
ALE
DA
TE
M - 4
S=1:
25
2-79
STEEL CONDUIT
G70
COMMERCIAL POWER SUPPLY
230VAC 50Hz
GL (Pavement or Center Median)
MORE THAN
1200
EXISTING POWER POLE
(SHALLOW TYPE)
HAND HOLE
HAND HOLE
MORE THAAN
600
GL (Vehicle Lane)
HUME PIPE
PCB150
300
150
1800
100
100
1000
CON
CRET
E (2
1N)
CONC
RETE
(18
N)
FOUN
DATI
ON (
C-40
)
STE
P
HAN
D HO
LE D
ETAI
L SE
CTIO
N
500300
1950 100100
1000
15050
150
50
200
190
LAD
DER
DETA
ILROU
ND B
AR φ
16
150
40
16 LADD
ER φ
16m
m
ROUN
D BA
R @
300
DET
AIL-
X
150
60
60
67
300
150
1800
100
100
1300
600
SECI
ON 1
-1
500300
1950 100100
1000
15050
150
50
1 1
300300
200
200
200
200
200
STE
PSE
E DE
TAIL
-X
CONC
RETE
(18
N)
WIRE
MES
H φ
7.1
@ 20
0
750
100
100
900 100
100
1000
15050
150
50
SHAL
LOW
TYPE
AS SHOWN
HAND HOLE
S =1:37.5COV
ER (
600x
600x
50)
CONC
RETE
(PR
E-CA
ST)
150
600
COV
ER (
600x
600x
50)
CON
CRET
E (
PRE-
CAST
)
150
600
CV 16sq-2C (PVC40)
S =
1:37.5
HAN
D HO
LE S
ECTI
ON
S =
1:75
HAN
D HO
LE D
ETAI
L SE
CTIO
N
S =1
:37.
5
BL
AN
TY
RE
CIT
Y A
SS
EM
BLY
TH
E R
EP
UB
LIC
OF
MA
LA
WI
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
IN
TE
RN
AT
ION
AL
TH
E B
AS
IC D
ES
IGN
ST
UD
YO
N T
HE
PR
OJE
CT
FO
R T
HE
IMP
RO
VE
ME
NT
OF
BL
AN
TY
RE
CIT
Y R
OA
DS
INT
HE
RE
PU
BL
IC O
F M
ALA
WI
Dra
win
g N
o.
SC
ALE
DA
TE
TITLE :
FOU
NDAT
ION
(C-4
0)
FOU
NDAT
ION
(C-4
0)
CONC
RETE
(21
N)
COV
ER (
600x6
00x5
0)
CONC
RETE
(PR
E-CA
ST)
FOR STREET LIGHT
M - 5
2-80
W
AC
Surf
ace C
ours
et=
30m
m
Cru
shed S
tone f
or
Mecha
nic
al
Ｌ
L
AA
Sta
bili
zation B
ase c
ours
e t
=100m
m
PLA
N (
Typ
e A
)
CR
OSS
SEC
TIO
N A
-A
W
Ｌ
AA
PLA
N (
Typ
e B
)
SC
HED
ULED
LIS
T O
F A
CC
ESS W
AY
1.T
ype A
´has
a s
idew
alk
at o
ne
side
.2.C
oncern
ing
`L' an
d `
W' , ra
fer
to t
he p
lan.
Note
s:
BLA
NT
YR
E C
ITY
AS
SE
MB
LYT
HE
RE
PU
BLI
C O
F M
AL
AW
I
Dra
win
g N
o.
SC
ALE
DA
TE
TIT
LE:
JAP
AN
IN
TE
RN
AT
ION
AL
CO
OP
ER
AT
AT
ION
AG
EN
CY
KA
TA
HIR
A &
EN
GIN
EE
RS
INT
ER
NA
TIO
NA
L
TH
E P
RE
PA
RA
TO
RY
SU
RV
EY
ON
TH
E P
RO
JEC
T F
OR
TH
E IM
PR
OV
EM
EN
TO
F B
LA
NT
YR
E C
ITY
RO
AD
SIN
TH
E R
EP
UB
LIC
OF
MA
LAW
I
AS
SH
OW
N
A W - 1
AC
CE
SS
WA
Y
TYPE
AREA(㎡
）TYPE
AR
EA
(㎡）
TYPE
AR
EA
(㎡）
LS
TA
47+00
A
´148.2
7L
STA
62+30
A
227.1
9L
STA
69+30
A
32.3
1
LS
TA
47+50
A
60.5
5L
STA
63+30
A
183.7
7L
STA
69+50
A
15.3
5
LS
TA
47+80
A
21.7
8L
STA
63+70
A
22.4
8L
STA
70+20
A
32.8
6
LS
TA
48+30
A
42.4
3L
STA
64+60
A
49.8
0L
STA
71+00
A
183.9
7
LS
TA
50+00
A
50.4
6L
STA
64+70
A
88.3
5L
STA
72+30
A
60.1
2
LS
TA
51+00
A
30.1
9L
STA
65+80
A
90.0
1L
STA
73+00
A
140.4
4
LS
TA
51+20
A
69.4
9L
STA
66+80
A
55.3
0L
STA
73+50
A
32.3
5
LS
TA
51+40
A
178.6
2L
STA
67+30
A
55.8
0L
STA
74+00
A
72.3
8
LS
TA
52+10
A
21.9
4L
STA
67+50
A
49.7
9L
STA
74+20
A
146.5
4
LS
TA
55+50
A
57.8
1L
STA
68+00
A
45.5
3L
STA
74+80
A
28.5
8
LS
TA
58+30
A
243.2
2R
STA
62+90
A
24.2
0L
STA
75+00
A
64.1
2
LS
TA
60+10
A
´119.8
3R
STA
63+40
A
27.1
4L
STA
75+20
A
57.8
6
RS
TA
42+50
A
219.3
3R
STA
63+70
A
73.0
8L
STA
75+40
A
49.2
5
RS
TA
46+40
A
121.0
3R
STA
64+50
A
35.5
2L
STA
75+80
A
16.7
3
RS
TA
47+00
A
´261.4
0R
STA
65+40
A
44.9
2L
STA
76+00
A
62.1
6
RS
TA
50+00
B
60.3
9R
STA
66+00
A
31.9
6L
STA
76+40
A
108.5
6
RS
TA
50+50
B
26.2
2R
STA
66+40
A
20.4
4L
STA
76+70
A
70.4
9
RS
TA
52+70
B
60.7
0R
STA
67+30
A
83.1
9R
STA
69+00
A
88.6
4
RS
TA
52+90
B
114.2
4R
STA
69+30
A
27.5
7
RS
TA
57+00
B
48.9
5R
STA
69+70
A
108.5
6
RS
TA
57+60
A
85.7
8R
STA
70+20
A
´23.7
4
RS
TA
58+80
A
36.6
1R
STA
72+00
A
173.2
6
RS
TA
59+30
A
67.0
7R
STA
72+30
A
84.6
1
RS
TA
59+60
A
82.7
1R
STA
74+00
A
34.0
0
RS
TA
60+20
A
56.7
2R
STA
74+10
A
17.7
8
RS
TA
60+60
A
59.3
8R
STA
74+90
A
25.9
2
RS
TA
60+80
A
33.6
0R
STA
75+40
A
83.1
3
RS
TA
61+40
A
33.1
8R
STA
76+70
A
52.1
0
RSTA
76+80
A
37.2
5
RSTA
77+20
A
35.5
0
SEC
TIO
N-5
LO
CA
TIO
NLO
CA
TIO
N
SEC
TIO
N-3
LO
CA
TIO
N
SEC
TIO
N-4
2-81
