2-32 - jica報告書pdf版(jica report pdf)open_jicareport.jica.go.jp/pdf/12086450_02.pdf · i -...
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3.37
3.24
3.45
3.31
3.28
3.31
3.24
3.17
3.06
3.07
3.15
2.93
3.05
3.14
3.08
2.88
3.09
2.97
2.77
2.90
2.97
2.90
2.76
2.72
2.72
3.25
3.07
3.40
3.53
2+600
2+625
2+650
2+675
2+700
2+725
2+750
2+775
2+800
2+825
2+850
2+875
2+900
2+925
2+950
2+975
Sta.3
3+25
3+50
3+75
3+100
3+125
3+150
3+175
3+200
3+225
3+250
3+275
3+300
3.432
3.393
3.355
3.278
3.317
3.240
3.215
3.190
3.060
2.990
3.040
3.150
3.133
3.115
3.098
3.080
3.015
2.950
2.900
2.850
2.790
2.733
2.724
2.781
2.903
3.074
3.248
3.402
3.532
3.240i=-0.153%L=150.000m 3
.190i=-0.100%L=50.000m 2
.930i=-0.520%L=50.000m 3
.150
i=0.440%
L=50.000
m
3.080i=-0.070%L=100.000m 2
.950i=-0.260%L=50.000m 2
.850i=-0.200%L=50.000m
3+163
2.746
2.640i=-0.239%L=88.000m 3
.600
i=0.701%
L=137.00
0m
VCL=90VCR=9,580
3+118
2.747
3+208
2.955
VCL=120VCR=26,430
3+240
3.180
y=0.106
y=0.053
y=0.003
y=0.057
y=0.003
y=-0.068
y=-0.023
y=-0.002
y=0.060
VCL=50VCR=5,210
2.365
2.590
2.615
2.333
2.233
2.346
H400H400~H650 H400
H400~H500H400
2.840
2.790
2.503 3.002
2.558
2.526
2.494
2.461
2.429
2.397
2.559
2.502
2.446
2.389
2.3073.032
2.993
2.955
2.917
2.878
2.815
2.690
2.397
2.669
2.836
3.120
OUTLETOUTLET
Invert Level of Drainage
2.47
1.891.45
3.17
THT Shool
Bus Stop
Tompoe Village Road
Iron Factory Road
Water pipe
Water
Water
Sta.2+600
Sta.2+700
Sta.2+800
Sta.2+900
Sta.3
Sta.3+100
Sta.3+200
Sta.3+300
Gate
Furniture Factory Furniture FactoryFurniture FactoryFurniture Factory
Furniture Factory Furniture FactoryFurniture Factory
0CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.75
CB-AH=0.85
CB-AH=0.95
CB-AH=0.95
CB-AH=1.00
CB-AH=1.00
CB-AH=1.00
CB-AH=1.00
CB-AH=1.15
CB-AH=0.70
CB-AH=0.70
CB-AH=0.75
CB-AH=0.75
CB-AH=0.70
CB-AH=1.05
CB-AH=0.75
CB-AH=0.70
CB-AH=0.70
CB-AH=0.75
CB-AH=0.75
CB-AH=0.75
CB-AH=0.70
CB-AH=0.7
CB-AH=0.70
BB
W=5.0
L=11.
00AR-
D
W=5.0
L=10.
00AR-
C
W=7.0
L=9.0
0AR-
C
W=10.
0 L=9
.00
AR-C
W=6.0m L
=10.0
0AR-C
W=8.0
L=10.00AR-
C
W=6.0
L=10.
00AR-
C
W=6.0
L=10.
00AR-
C
W=6.0
L=10.00AR-
C
L=144.7
3.6 CS-50 L=21.1
GB L=105.5 VB L=111.3
CS-250 L=95.2 CS-S L=1.2 CS-50 L=8.5
VB L=8.7GB L=2.9
CS-250 L=0CS-S L=0CS-50 L=0
VB L=39.7GB L=33.9
CS-250 L=23.7CS-S L=1.2CS-50 L=8.5
GB L=191.2 VB L=197.1
CS-250 L=181.0 CS-S L=1.2 CS-50 L=8.5
GB L=135.2 VB L=141.1
CS-250 L=125.0 CS-S L=1.2 CS-50 L=8.5
GB L=76.2 VB L=82.1
CS-250 L=66.0 CS-S L=1.2 CS-50 L=8.5
VB L=30.1GB L=24.2
CS-250 L=14.0CS-S L=1.2CS-50 L=8.5
GB L=207.2
CS-250 L=197.0 CS-S
AP L=1377.8 PB L=1226.8 CS-D L=166.9 CS-250 L=7.9 PB-50 L=18.0
AP-L L=1377.8 PB L=1226.8 CS-D L=166.9 PB-50 L=18.0
MU-A H=0.52~0.83 L=934.2
HW-A N=1RC500-SB L=5.1RC500-360 L=8.5
HW-A N=1RC500-SB L=5.2RC500-360 L=8.5
1:1000
1:100
DL=-5.000
0.000
5.000
10.000
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-5PLAN & PROFILE
(Sta.2+600-Sta.3+250)PROFILE V=1/100
H=1/1000
N
2-32
3.25
3.40
3.53
3.71
3.79
3.63
3.86
4.00
3.91
4.02
3.97
4.07
3.74
4.07
4.04
4.06
3.96
3.90
3.73
3.69
3.68
3.72
3.48
3.53
3.62
3.58
3.39
3.44
3.46
3+250
3+275
3+300
3+325
3+350
3+375
3+400
3+425
3+450
3+475
3+500
3+525
3+550
3+575
3+600
3+625
3+650
3+675
3+700
3+725
3+750
3+775
3+800
3+825
3+850
3+875
3+900
3+925
3+950
3.248
3.402
3.532
3.638
3.721
3.785
3.847
3.908
3.970
4.000
4.030
4.060
4.076
(4.062)
4.020
3.949
3.863
3.777
3.741
3.717
3.694
3.670
3.624
3.578
3.531
3.485
3.439
3.413
3.462
3.600
0m
3.970
i=0.247%
L=150.000m 4
.120
i=0.120%
L=125.00
0m
3+680
3.760
3.760i=-0.343%L=105.000m 3
.670i=-0.095%L=95.000m
3+932
3.419
3.380i=-0.185%L=157.000m
i=0
L=6
VCL=120VCR=26,430
3+240
3.180
3+360
3.748
VCL=100VCR=21,600
VCL=50VCR=7,990
3+907
3.426
3+957
3.490
y=-0.068
y=-0.023
y=-0.002
y=-0.023
y=-0.002
y=-0.058
y=-0.014
y=-0.014
y=0.039
y=0.020
y=0.003
3.669
2.863
3.238
3.621
3.327
2.763
4.024
H400
3.167H400
H400~H550 H5503.570
3.002
3.129
3.091
3.053
3.015
2.977
2.939
2.901
3.247
3.614
3.518
3.423
2.787
IS Type B
4.071
2.836
3.120
3.304
3.371
3.437
3.504
3.592
3.613
3.635
3.656
4.087
OUTLET
Invert Level of Drainage
Football field
Water
Iron Factory
Road
Water pipe
Iron Factory Road No.2
Lower New Georgia Road
Iron Factory R
oad Brostree R
oad
Water pipe
Sta.3+200
Sta.3+300
Sta.3+400
Sta.3+500
Sta.3+600
Sta.3+700
Sta.3+800
Sta.3+900
AR-B
W=6.0
L=8.50
A70
CB-AH=0.70
CB-AH=0.75
CB-AH=0.75
CB-AH=0.75
CB-AH=0.70
CB-AH=0.75
CB-AH=0.70
CB-AH=0.75
CB-AH=0.75
CB-AH=0.75
CB-AH=0.75
CB-AH=0.75
CB-AH=0.75
CB-AH=0.70
CB-AH=0.75
CB-AH=0.75
CB-AH=0.75
CB-AH=0.75
CB-AH=0.75
CB-AH=0.75
CB-AH=0.70
W=6.0
L=10.00AR-
C
W=6.0
L=10.00AR-
C
W=6.0 L=
10.00AR
-C
W=6.0 L=
10.00AR-
C
W=6.0
L=9.00
AR-C
W=8.0
L=8.00
AR-C
W=6.0
L=7.00
AR-C
W=6.0
L=6.00
AR-C BB
W=5.0
L=11.
00AR-D
W=8.0
L=10.
0AR-C
W6.0
L=9.00
AR-C
W=8.0
L=8.0
0AR-C
W=6.0
L=8.0
0AR-C
W=8.0
L=10.00AR
-C
W=5.0
L=11.00AR
-D
VB L=30.1GB L=24.2
CS-250 L=14.0CS-S L=1.2CS-50 L=8.5
GB L=207.2 VB L=213.1
CS-250 L=197.0 CS-S L=1.2 CS-50 L=8.5
VB L=21.1GB L=15.2
CS-250 L=5.0CS-S L=1.2CS-50 L=8.5
GB L=72.2 VB L=78.1
CS-250 L=62.0 CS-S L=1.2 CS-50 L=8.5
VB L=30.1GB L=24.2
CS-250 L=14.0CS-S L=1.2CS-50 L=8.5
VB L=31.0GB L=13.9
CS-250 L=2.6CS-S L=1.2
CS-50 L=27.0
VB L=29.3GB L=12.2
CS-250 L=5.4CS-S L=1.2
CS-50 L=22.5
VB L=26.0GB L=20.1
CS-250 L=9.9CS-S L=1.2CS-50 L=8.5
GB L=93.0 VB L=103.9
CS-250 L=75.2 CS-S L=2.4 CS-50 L=16.3
VB L=25.1GB L=19.2
CS-250 L=9.0CS-S L=1.2CS-50 L=8.5
VB L=25.1GB L=19.2
CS-250 L=9.0CS-S L=1.2CS-50 L=8.5
VB L=39.1GB L=33.2
CS-250 L=23.0CS-S L=1.2CS-50 L=8.5
VB L=30.1GB L=24.2
CS-250 L=14.0CS-S L=1.2CS-50 L=8.5
GB L=202.2
CS-250 L=188.0 CS-S
CB-AH=0.75
CB-AH=0.75
CB-AH=0.75
CB-AH=0.75
CB-AH=0.80
CB-AH=0.85
CB-AH=0.90
CB-AH=0.90
CB-AH=0.90
CB-AH=0.90
CB-AH=0.90
CB-AH=0.90
CB-AH=0.85
CB-AH=0.85
CB-AH=0.85
CB-AH=1.15
CB-AH=1.00
AP L=430.4 PB L=388.6 CS-D L=50.6 CS-250 L=7.9
CB-AH=0.75
AP-L L=430.4 PB L=388.6 CS-D L=50.6
MU-A H=0.52~0.83 L=934.2MU-A
L=6.0H=0.35~0.36
MU-A
L=0.6H=0.55
MU-A H=0.55~0.81 L=333.4 MU-A H=0
HW-A N=1RC500-SB L=6.3RC500-360 L=8.5
1:1000
1:100
DL=-5.000
0.000
5.000
10.000
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-6PLAN & PROFILE
(Sta.3+250-Sta.3+900)PROFILE V=1/100
H=1/1000
N
2-33
3.39
3.44
3.58
3.68
3.46
3.83
3.69
4.20
3.74
3.74
4.15
3.93
4.01
4.09
4.18
4.20
4.20
4.20
4.03
4.09
4.06
4.04
4.03
3.94
3.80
4.00
3.75
3.79
3.72
3.72
3.69
IP.6IA=0゜01'28"
IP.7IA=0゜18'04"
3+900
3+925
3+950
3+975
Sta.4
IP6
4+25
4+50
4+75
4+100
4+125
4+150
4+175
4+200
4+225
4+250
4+275
4+300
4+325
4+350
4+375
IP7
4+400
4+425
4+450
4+475
4+500
4+525
4+550
4+575
4+600
3.439
3.413
3.462
3.570
3.680
3.682
3.710
(3.740)
3.827
3.914
4.000
4.079
4.139
4.181
4.203
4.207
4.191
4.157
(4.109)
(4.060)
(4.035)
4.032
4.010
3.985
3.936
3.840
3.720
3.750
3.768
3.761
3.743
3.680
3+932
3.419
3.380
i=0.441%
L=68.000
m
3.740
i=0.120%
L=50.000m
4+217
4.198
4.320
i=0.347%
L=167.00
0m
4.060i=-0.195%L=133.000m 3
.960
3.720i=-0.100%L=100.000m
i=-0.480%L=50.000m 3.780
L=50.000
mi=0.120%
VCL=50VCR=7,990
3+907
3.426
3+957
3.490
VCL=180VCR=33,160
4+127
4.007
4+307
4.144
VCL=50VCR=13,160
VCL=50VCR=25,730
y=0.039
y=0.020
y=0.003
y=-0.122
y=-0.080
y=-0.035
y=-0.008
y=-0.101
y=-0.049
y=-0.015
y=-0.001
y=-0.024
y=-0.012
2.863
2.925 3.
767
D500
3.325
2.763 3.613
3.320
4.167
3.775
3.711
3.748
3.731
H450H450 H450~H400
H650~H850
4.014
H400H400~H550
3.536
H400
2.901
2.787
2.810
2.834
2.857
2.905
3.756
3.762
3.750
3.259
3.228
3.198
3.289
IS Type B
2.858
IS Type A
3.658
3.586
3.514
3.441
3.368
3.572
3.428
3.607
3.766
4.132
4.086
4.065
OUTLET
Invert Level of Drainage
Total Gas StationWater
Croroad AG
Water
Chocolate City Road No.1
Water pipe Valve
φ320φ160φ110φ 90φ220
Sta.3+900
Sta.4
Sta.4+100
Sta.4+200
Sta.4+300
Sta.4+400
Sta.4+500
Sta.4+
600
IP6 Sta.4+001.350
R=∞ L=376.690
IP7 Sta.4+378.040
R=∞
L=380.925
New Georgia IS
Chocolate City Road No.2
IP.6I.A.=00°01'27.70"
R= -T.L.= -C.L.= -S.L.= -
IP.7I.A.=00°18'03.86"
R= -T.L.= -C.L.= -S.L.= -
Church
AR-A
W=7.0
L=9.74
Refer to Detail 1 Intersection Drawing
W=6.0
L=8.00
AR-C
W=8.0
L=10.
00AR-
C
W=5.0
L=11.
00AR-
D
W=6.0
L=10.
00AR-C
W=8.0
L=3.0
0AR-
C
W=8.0
L=3.0
0AR-
C
W=8.0
L=9.
00AR-C
W=8.0
L=7.
00AR-
C
W=5.0
L=7.00
AR-C
W=6.0
L=10
.00
AR-C
W=6.0 L=
10.00AR
-C
VB L=30.1GB L=24.2
CS-250 L=14.0CS-S L=1.2CS-50 L=8.5
GB L=202.2 VB L=213.1
CS-250 L=188.0 CS-S L=2.4 CS-50 L=16.3
VB L=62.1GB L=56.2
CS-250 L=46.0CS-S L=1.2CS-50 L=8.5
VB L=40.1GB L=34.2
CS-250 L=24.0CS-S L=1.2CS-50 L=8.5
VB L=71.5GB L=68.6
CS-250 L=57.5CS-S L=1.8CS-50 L=9.0
Sta.4+260
Sta.4+400
VB L=38.5GB L=35.6
CS-250 L=30.5CS-S L=0.6CS-50 L=4.2
GB L=150.2 VB L=156.1
CS-250 L=140.0 CS-S L=1.2 CS-50 L=8.5 CS-250 L=
CB-AH=0.90
CB-AH=0.90
CB-AH=0.85
CB-AH=0.85
CB-AH=0.85
CB-AH=1.15
CB-AH=1.00
CB-AH=1.05
CB-AH=1.10
CB-AH=1.20
CB-AH=1.15
CB-AH=1.15
CB-AH=0.80
CB-AH=0.80
CB-AH=0.80
CB-AH=0.80
CB-AH=0.80
CB-AH=0.80
CB-AH=0.75
CB-AH=0.75
CB-AH=0.80
CB-AH=0.75
CB-AH=0.75
CB-AH=0.75
CB-AH=0.70
CB-AH=0.75
CB-AH=0.75
CB-AH=0.70
CB-AH=0.80
CB-AH=0.85
CB-AH=0.85
CB-AH=0.85
CH=
50.6 CS-250 L=7.9
CS-D L=50.6
AP L=201.0 PB L=174.1 CS-D L=27.3 CS-250 L=3.9 PB-50 L=6.0
MU-A H=0.60~0.64 L=182.4
AP-L L=201.0 PB L=174.1 CS-D L=27.3 PB-50 L=6.0
MU-A H=0.88~1.00 L=77.8 RC500-360 L=33.2MU-A
H=0.40L=6.0
MU-AH=0.60L=2.6
HW-A N=1RC500-SB L=6.3RC500-360 L=8.5
1:1000
1:100
DL=-5.000
0.000
5.000
10.000
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-7PLAN & PROFILE
(Sta.3+900-Sta.4+550)PROFILE V=1/100
H=1/1000
N
2-34
③ Bo
x Cul
vert W=2
460
④ RC
Pipe
φ800
3.75
3.68
3.72
3.68
3.69
3.66
3.69
3.72
3.65
3.75
3.79
3.82
3.88
3.96
4.05
4.11
4.40
4.21
4.13
4.25
4.78
4.28
4.49
4.50
4.63
4.56
4.70
5.17
5.01
4.85
4.96
5.04
5.11
IP.8IA=9゜10'34"R =1681.750
CL= 269.339TL= 134.958
SL= 5.406
IP.9IA=10゜35'24"R =1761.750
CL= 325.623TL= 163.277
SL= 7.550
4+550
4+575
4+600
4+625
4+650
4+675
4+700
4+725
4+750
BC8
4+775
4+800
4+825
4+850
4+875
SP.8
4+900
4+925
4+950
4+975
Sta.5
5+25
EC8=BC9
5+50
5+75
5+100
5+125
5+150
5+175
SP.9
5+200
5+225
5+250
3.768
3.761
3.743
3.724
3.706
3.687
3.669
3.650
3.717
3.741
3.783
3.850
3.917
3.983
4.050
4.100
4.117
4.183
4.250
4.328
4.407
4.485
4.495
4.563
4.642
4.720
4.799
(4.877)
4.955
5.006
5.034
5.110
5.167
3.780
3.650i=-0.074%L=175.000m 4
.250
i=0.267%
L=225.00
0m i=0.313%
L=335.00
0m
VCL=50VCR=25,730
5+215
5.081
y=-0.012
y=-0.023
y=-0.002
3.159
3.159
3.928
3.828
4.077
4.180
4.521
D400
4.930
4.827
3.719
550
3.317
H550~H400H400
H500~H750
H400
4.767
H
3.984
4.023
4.063
4.127
3.865
3.905
3.944
3.587
3.654
3.722
3.789
3.857
3.217
3.250
3.284
3.384
3.452
3.519
3.259
3.228
3.198
3.167
3.184
IS Type B
4.619
4.693
4.545
4.899
OUTLET
OUTLET
Invert Level of Drainage
DOE JUAHUnited Me
thodist Church
SDA Church
Logistic & Sarvice Liberia INC.The UN Refugeeagency
Croroad AG
Water pipe
J.J.Y Road
Colgate pipe
Tisafield Road
③B ox C ulv ert W2 46 0
④RC Pipeφ
800
RC Pipeφ600
Sta.4+500
Sta.4+600
Sta.4+700
Sta.4+800
Sta.4+900
Sta.5
Sta.5+100
Sta.5+20
0
R=1681.750 L=269.339
BC8 Sta.4+758.965
R=1 76 1. 750 L=325. 62 3
S ta .5 +028.304
E C8 =B C9
IP.8
I.A.=9°10'34.19"
R= 1681.750
T.L.=134.958
C.L.=269.339
S.L.=5.406
IP.9I.A.=10°35'23.81"R= 1761.750T.L.=163.277C.L.=325.623
S.L.=7.550
Church
AR-B
W=5.0
L=8.50
W=6.0 L=10.00
AR-C W=
6.0 L=5.00
AR-C
W=6.0 L=2.00
AR-C
W=6.0 L=5.00
AR-C
W=6.0 L=4.00
AR-C
W=6.0
L=7.00
W=6.0
L=10.0
0AR-
C
AR-C
W=6.0
L=3.00AR-
C
GB L=150.2 VB L=156.1
S-250 L=140.0 CS-S L=1
.2 CS-50 L=8.5
GB L=85.2 VB L=91.1
CS-250 L=75.0 CS-S L=1.
2 CS-50 L=8.5
GB L=80.4 VB L=86.2
CS-250 L=70.1 CS-S L=1
.2 CS-50 L=8.5
VB L=41.3GB L=35.6
CS-250 L=25.3
CS-S L=1.2
CS-50 L=8.5
VB L=21.8GB L=16.0
CS-250 L=5.8
CS-S L=1.2CS-50 L=8.5
GB L=203.2 VB L=208.8
CS-250 L=192.5 CS-S L=1.2 CS-50 L=8.5 VB L=48.4
GB L=42.6
CS-250 L=32.3CS-S L=1.2CS-50 L=8.5
VB L=56.3
GB L=39.2
CS-250 L=32.4CS-S L=1.2CS-50 L=22.4
VB L=51.5
GB L=34.5
CS-250 L=27.6CS-S L=1.2CS-50 L=22.4
VB L=54.2
GB L=48.4
CS-250 L=38.1CS-S L=1.2CS-50 L=8.5
CB-AH=0.75
CB-AH=0.75
CB-AH=0.70
CB-AH=0.80
CB-AH=0.85
CB-AH=0.85
CB-AH=0.85
CB-AH=0.90
CB-CH=1.02
CB-AH=0.85
CB-AH=0.80
CB-AH=0.75
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-DH=2.33
CB-AH=0.95
CB-AH=0.95
CB-AH=1.00
CB-AH=1.00
CB-AH=1.00
CB-AH=1.05
CB-AH=1.05
CB-AH=1.05
CB-AH=0.75 CB-A
H=0.75 CB-AH=0.75 CB-A
H=0.70
AP L=737.7 PB L=667.4 CS-D L=
85.0 CS-250 L=3.9
CB-AH=1.05
AP-L L=737.7 PB L=667.4 CS-D
L=85.0
MU-A H=0.52~0.84 L=647.1 MU-B H=0.86~0.90 L=57.6 RC-400-360 L=32.2
MU-A H=0.55~0.57 L=118.2
WC-1 L=7.3H=2.6
1:1000
1:100
DL=-5.000
0.000
5.000
10.000
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-8PLAN & PROFILE
(Sta.4+550-Sta.5+200)PROFILE V=1/100
H=1/1000
N
2-35
5.17
5.01
5.04
5.17
5.11
5.20
5.22
5.17
5.21
5.11
4.94
4.78
5.07
5.01
4.99
4.92
4.83
4.76
4.76
4.75
4.97
5.24
4.87
5.31
5.07
5.15
5.38
5.48
5.43
5.47
5.50
5.43
5.44
4"0
CL= 325.623TL= 163.277
SL= 7.550
IP.10IA=4゜42'46"R =2001.750
CL= 164.648TL= 82.370
SL= 1.694
5+700
5+900
SP.9
5+200
5+225
5+250
5+275
5+300
5+325
5+350
EC9=BC10
5+375
5+400
5+425
SP.10
5+450
5+475
5+500
EC10
5+525
5+550
5+575
5+600
5+625
5+650
5+675
5+725
5+750
5+775
5+800
5+825
5+850
5+875
5.006
5.034
5.110
5.167
5.200
5.209
5.194
5.156
5.147
5.101
5.045
4.990
4.965
4.935
4.879
4.824
4.783
4.772
4.756
4.786
4.862
4.954
5.046
5.138
5.231
5.316
5.384
5.434
5.466
5.479
5.475
5.454
5.431
5+285
5.206
5.300
5+556
4.759
4.700i=-0.221%L=271.000m
5+784
5.447
5.540
i=0.368%
L=228.00
0mi=-0.094%L=191.000m
VCL=140VCR=26,180
5+215
5.081
5+355
5.145
VCL=80VCR=13,560
5+516
4.789
5+596
4.847
VCL=160VCR=34,580
5+704
5.245
5+864
5.465
y=-0.094
y=-0.069
y=-0.023
y=-0.002
y=-0.058
y=-0.017
y=-0.000
y=0.059
y=0.043
y=0.003
y=0.016
y=0.000
y=-0.093
y=-0.073
y=-0.031
y=-0.006
y=-0.059
y=-0.022
y=-0.003
4.809
4.358
4.758
4.358 5.079
5.079
H400 H400 H400
4.767
H400
4.389
4.745H400
H400 4.984 H400
4.619
4.693
4.788
4.780
4.751
4.701
4.645
4.590
4.535
4.480
4.424
4.382
4.362
4.422
4.502
4.583
4.663
4.743
4.823
4.904
5.016
5.047
5.059
5.039
5.019
⑲ RC
Pipe
φ800
OUTLET
Invert Level of Drainage
4.87
6.58
Logistic & Sar
vice Liberia I
NC.
The UN Refugee
agency
Market
St.Phi
lips
Com
muni
ty R
oad
City Builders
Bus Stop
InternationalAluminumFactory
Tisafield Road
Don-Kan Gas Station
Sta.5+200 St
a.5+300
Sta.5+40
0
Sta.5+500
Sta.5+600
Sta.5+700
Sta.5+800
Sta.5+900
R=2001.750 L=164.648
Sta.5+353.927
EC9=BC10 R=∞
L=1184.847
Sta.5+518.575
EC10
Supermarket IS
IP.9
I.A.=10°35'23.81"
R= 1761.750
T.L.=163.277
C.L.=325.623
S.L.=7.550
IP.10
I.A.=4°42'45.67"
R= 2001.750
T.L.=82.370
C.L.=164.648
S.L.=1.694
AR-B
W=5.0 L=8.50
W=6.0 L=3.00
AR-C W=
6.0 L=3.00
AR-C
BB
W=5.0 L=
10.00
AR-C
VB L=51.5GB L=34.5
CS-250 L=27.
6
CS-S L=1.2
CS-50 L=22.4
VB L=54.2GB L=48.4
CS-250 L=38.1
CS-S L=1.2
CS-50 L=8.5
GB L=319.6 VB L=325.2
CS-250 L=299.9 CS-S L=2.4 CS-50 L=13.
3
VB L=24.0GB L=21.1
CS-250 L=16.0CS-S L=0.6CS-50 L=4.2
CB-A
H=1.05
CB-A
H=0.75
CB-A
H=0.75
CB-A
H=0.75
CB-A
H=0.70
CB-A
H=0.75
CB-A
H=0.75
CB-A
H=0.75
CB-AH=0.75
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-DH=2.78
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
CB-AH=0.70
AP L=433.7 PB L=385.9 CS-D
L=52.5 CS-250 L=3.9 PB-5
0 L=6.0
MU-A H=0.55~0.56 L=166.2
CB-A
H=1.05
AP-L L=433.7 PB L=385.9 C
S-D L=52.5 PB-50 L=6.0
RC-400-360 L
=32.2
MU-AH=0.35L=6.0
MU-A H=0.51~0.55 L=101.2
MU-A H=0.55~0.
57 L=118.2
W=5.0 L=
10.00
AR-C
CS-250 L=17.0CS-S L=0.6CS-50 L=4.2
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.70CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0CB
W=4.0
L=2.
00AR-
C
W=6.0
L=6.
00AR-
C
W=12.0 L
=5.00
AR-C
W=12.0 L
=4.00
AR-C
VB L=25.0GB L=22.1 GB L=89.7 VB L=95.6
CS-250 L=79.5 CS-S L=1.2 CS-50 L=8.5
GB L=46.2 VB L=52.1
CS-250 L=36.0CS-S L=1.2 CS-50 L=8.5
CS-250 L=8.0CS-S L=1.2CS-50 L=8.5
VB L=24.1GB L=18.2
CS-250 L=22.0CS-S L=1.2CS-50 L=8.5
VB L=38.1GB L=32.2 GB L=112.2 VB L=11
CS-250 L=102.0 CS-S L=1.2
AP L=580.0 PB L=518.9 CS-D L=68.6 PB-5
AP-L L=580.0 PB L=518.9 CS-D L=68.6 PB-
MU-A H=0.52~0.57 L=201.6
⑲RC Pipeφ800
1:1000
1:100
DL=-5.000
0.000
5.000
10.000
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-9PLAN & PROFILE
(Sta.5+200-Sta.5+850)PROFILE V=1/100
H=1/1000
N
2-36
⑤ Bo
x Cul
vert W=3
050
⑥
5.48
5.45
5.43
5.44
5.36
5.40
5.23
5.14
5.30
5.14
4.96
4.74
5.08
5.01
4.91
4.87
4.61
4.81
4.69
4.67
4.35
4.55
4.37
4.50
4.41
4.32
4.32
4.33
4.27
5+900
5+850
5+875
5+925
5+950
5+975
Sta.6
6+25
6+50
6+75
6+100
6+125
6+150
6+175
6+200
6+225
6+250
6+275
6+300
6+325
6+350
6+375
6+400
6+425
6+450
6+475
6+500
6+525
6+550
5.475
5.454
5.431
5.407
5.384
5.360
5.305
5.250
5.195
5.140
5.085
5.030
4.975
4.920
(4.865)
(4.810)
(4.755)
4.700
4.645
4.590
4.535
4.480
4.425
4.370
4.358
4.345
(4.333)
4.320
4.225
5.360i=-0.094%L=191.000m 4
.370i=-0.220%L=450.000m 4
.320i=-0.050%L=100.000m
i=-0.380%L=50.000m
5+864
5.465
y=-0.003
IS Type B
5.007
4.607
4.607
4.620
4.300
3.882
3.151
3.168
4.339
4.322
4192
D700
3.142 3792
H400H400 H400~H300
H400~H460
H1170~H1050
4.960
4.025H4004.612
3.162
3.150
3.145
IS Type A
5.059
5.039
5.019
5.000
4.980
4.905
4.850
4.795
4.740
4.685
4.630
3.903
3.944
3.984
4.080
4.135
4.190
4.245
4.892
4.836
4.779
4.357
OUTLET
OUTL
Invert Level of Drainage
City Builders
Children Welfae Shcool
Kesselley Blvd. No.2
Shoe Factory Community Roa d
Church
LBus Stop
InternationalAluminumFactory
Kess
ell ey
B lvd.
No.1
Don-Kan Gas Station
Damina Alley Road
Banana
Bus stop
⑤Box Culvert W3050
⑥RC Pipeφ1200
Sta.5+800
Sta.5+900
Sta.6
Sta.6+100
Sta.6+200
Sta.6+300
Sta.6+400
Sta.6+500
Bardnesville IS
MU-A H=0.50~0.57 L=317.7
Refer to Detail 2 Intersection Drawing
Sta.6+180
Sta.6+281
.75-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=1.99CB-D
H=0.60CB-A
H=0.70CB-A
H=0.70CB-A
W=6.0 L=
6.00
AR-C
W=12.
0 L=5
.00AR-C
W=12.
0 L=4
.00AR-C
W=6.0
L=10
.00AR-C
W=6.0
L=10
.00AR-C BB
W=9.0
L=11
.90AR-A
W=6.0 L=
3.00
AR-C
W=8.0
L=11
.00AR-B
W=6.0
L=10
.00AR-C
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.75CB-A
H=0.75CB-A
H=1.50CB-B
H=1.50CB-B
H=1.45CB-B
H=1.CB-
-250 L=8.0S-S L=1.2-50 L=8.5
B L=24.1B L=18.2
CS-250 L=22.0CS-S L=1.2CS-50 L=8.5
VB L=38.1GB L=32.2 GB L=112.2 VB L=118.1
CS-250 L=102.0 CS-S L=1.2 CS-50 L=8.5
GB L=84.2 VB L=90.1
CS-250 L=74.0 CS-S L=1.2 CS-50 L=8.5
GB L=118.6 VB L=121.5
CS-250 L=107.5 CS-S L=1.8 CS-50 L=9.0
AP L=580.0 PB L=518.9 CS-D L=68.6 PB-50 L=6.0
AP-L L=580.0 PB L=518.9 CS-D L=68.6 PB-50 L=6.0
CS-250 L=26.5CS-S L=0.6CS-50 L=4.2
VB L=34.5GB L=31.6 GB L=171.3 VB L=188.4
CS-250 L=158.5 CS-S L=2.4 CS-50 L=27.3 CS-250 L=11.5CS-S L=1.2CS-50 L=22.5
VB L=35.4GB L=18.3 G
CS-250 L=7
AP L=208.0 PB L=183.0 CS-D L=24.9 CS-250 L=3.9 PB-50 L=6.0
AP-L L=208.0 PB L=183.0 CS-D L=24.9 PB-50 L=6.0
MU-A H=0.54~0.58 L=192.8RC700-360MU-A
H=0.40~0.41L=6.0
MU-AH=0.61L=0.6
L=33.1
MU-B H=1.20~1.32L=37.9
MU-A
MU-AH=0.45L=2.6
MU-AH=0.26~0.27
L=6.0
WC-2 L=16.3 H=4.3
1:1000
1:100
DL=-5.000
0.000
5.000
10.000
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-10PLAN & PROFILE
(Sta.5+850-Sta.6+500)PROFILE V=1/100
H=1/1000
N
2-37
⑥ RC
Pipe
φ120
0
4.32
4.32
4.24
4.14
4.27
4.34
5.35
4.93
4.43
4.62
4.89
5.47
5.94
5.60
5.84
5.71
6.61
6.17
6.06
6.32
6.75
6.40
6.48
7.14
6.94
7.45
7.27
7.37
7.47
7.45
7.44
7.35
IP.11IA=30゜54'58"R =870.000
CL=469.441TL=240.586
SL= 32.653
6+500
6+525
6+550
6+575
6+600
6+625
6+650
6+675
6+700
BC11
6+725
6+750
6+775
6+800
6+825
6+850
6+875
6+900
6+925
SP.11
6+950
6+975
Sta.7
7+25
7+50
7+75
7+100
7+125
7+150
EC11
7+175
7+200
ΔH=0.329
(4.333)
4.320
4.225
4.181
4.240
4.350
4.460
4.635
4.938
4.989
5.306
5.473
5.589
(5.705)
(5.821)
(5.938)
6.054
6.170
6.315
6.391
6.460
6.605
6.750
6.924
7.097
7.262
(7.381)
7.447
(7.461)
7.429
7.423
7.349
4.320
4.130i=-0.380%L=50.000m 4
.570
i=0.440%
L=100.00
0m
6+730
5.380
5.380
i=1.473%
L=55.000
m
6.170
i=0.465%
L=170.00
0m
6.750
i=0.580%
L=100.00
0m
7+121
7.440
7.590
i=0.694%
L=121.00
0m
VCL=50VCR=6,100
VCL=50VCR=4,840
VCL=120VCR=12,000
7+61
7.173
7+181
7.407
y=0.051
y=0.065
y=-0.150
y=-0.063
y=-0.008
y=-0.131
y=-0.040
y=-0.003
y=-0.002
2.2% 2.5%
0.0% 2.5%
2.2% 2.5%
0.0% 2.5%
6+663.422
6+723.422
6+695.337
2.5% 1/183
1/183
7+152.863
7+180.948
7212
863
1/183
1/183
2.5%
IS Type B
3.151
3.168
4.339
4.322
4.192
D700
3.142
5.547
6.026
5.621
5.145
4.235
3.792
4.906 5.
615
7.340
7.444
7.462
6.582
5.915 6.
700
7.039
7.058
7.023
D400
H1170~H1050
H400H400
H400
H400~H700
6.524
H400H400~H750
H400
3.840
H400
3.162
3.150
3.145
4.570 5.052 5.618
5.620 6.372
6.220
6.067 6.568
6.546
6.622
7.042
7.041
7.005
6.947
IS Type A
IS Type B IS Type B
7.433
3.809
3.972
4.103
5.732
5.849
5.953
7.405
7.488
7.035
4.357
OUTLET
OUTLET
Invert Level of Drainage
6.83
National Transport Authority
Shoe Factory Community Road
Church
Liberia Ch
ristian
Bus St
op
Luggage block
New Jerusalem Church
Water pipe
Water pipe
Water pipe
LPRC
Commu
nity
Roa
d No.2
NTA Community Road No.1
NTA Community Road No.2
⑥RC
Pip
eφ12
00
Sta.6+500
Sta.6+600
Sta.6+700
Sta.6+800
Sta.6+900
Sta.7
Sta.7+100
Sta.7+200
R=870.000 L=469.441
Sta.6+703.422
BC11
R=∞ L=1286.517
Sta.7+172.863
EC11
LPRC IS
LPRC
Co mmu
nity
Ro a
d No
.1
IP.11I.A.=30°54'57.95"
R= 870.000T.L.=240.586C.L.=469.441S.L.=32.653
Community
Collge
W=8.0 L=11.00
AR-B
W=6.0 L=10.00
AR-C
W=6.0 L=10.00
AR-C
H=0.75
CB-A H=0.75
CB-A H=1.50
CB-BH=1.5
0CB-B H=1.4
5CB-B H=1.8
1CB-D H=0.7
0CB-A H=0.7
0CB-A H=0.7
0CB-A H=0.7
0CB-A H=0.7
0CB-A H=0.7
0CB-A H=0.7
0CB-A
W=7.0 L=8.50
AR-A
W=6.0 L=10.00
AR-C
BB
W=4.0 L=9.00
AR-C
W=5.0
L=10.0
0AR-
C
W=5.0 L=10
.00AR-C
CS-250 L=1
1.5
CS-S L=1.2
CS-50 L=22
.5
VB L=35.4GB L=18.3
GB L=92.2
VB L=98.1
CS-250 L=7
6.0 CS-S
L=1.2 CS
-50 L=8.5
GB L=93.8
VB L=99.
6
CS-250 L=8
3.4 CS-S
L=1.2 C
S-50 L=8.
5
GB L=231.4 VB L=236.8CS-250 L=214.2 CS-S L=2.4 CS-50 L=13.4
CS-250 L=20.8CS-S L=1.2CS-50 L=22.3
VB L=44.8GB L=27.8
CS-250 L=23.5CS-S L=1.2CS-50 L=8.6
VB L=39.7GB L=34.0
GB L=CS-250 L=115.5
H=0.70
CB-A H=0.75CB-A H=0.75
CB-A
AP L=262.6
PB L=23
1.9 CS-D
L=31.6 C
S-250 L=2
1.8 PB-5
0 L=6.0
AP-L L=246
.1 PB L=2
15.4 CS-
D L=31.6
PB-50 L=6.
0
AP L=19.9
AP-L L=19.8
H=0.75CB-A
H=0.80CB-A
H=0.90CB-A
H=1.15CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70
CB-A
H=0.70
CB-A
H=0.85
CB-A
H=0.95
CB-A
H=1.10
CB-A
CS-D L=29.6 CS-250 L=7.9 PB-50 L=6.0
AP-L L=224.0 PB L=195.2 CS-D L=29.6 PB-50 L=6.0
H=1.05
CB-A
H=0.75
CB-A
PB L=16.1 CS-D L=4.6
PB L=16.0 CS-D L=4.6
H=0.70
CB-A
H=0.75
CB-A
H=0.75
CB-A
H=0
CB
AP L=155.3 PB L
AP-L L=155.3 PB L=140.1 CS-D
RC700-360
MU-A
H=0.40~0.4
1
L=6.0
MU-A
H=0.61
L=0.6
L=33.1
MU-A
H=0.34~0.3
5
L=6.0
MU-B H=1.2
0~1.32
L=37.9
MU-A H=0.5
2~0.55
L=38.3
MU-A H=0.5
1~0.58 L=
151.2
MU-A H=0.53~0.73 L=122.8 MU-AH=0.33L=6.0
MU-A H=0.53~0.79 L=59.2
RC400-360L=32.2 MU-AH=0.55L=16.2
MU-
CS-250 L=7.9
GB L=102.3 VB L
=119.2
CS-250 L=92.0 C
S-S L=1.2 CS-50
L=22.3
HW-A N=1RC500-SB L=5.5RC500-360 L=8.5 AP L=224.9 PB L=196.1
MU-BH=0.91L=24.2
1:1000
1:100
DL=-5.000
0.000
5.000
10.000
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-11PLAN & PROFILE
(Sta.6+500-Sta.7+200)PROFILE V=1/100
H=1/1000
N
2-38
⑦ RC P
ipeφ
750
⑧ RC P
7.05
7.35
7.24
7.18
7.12
6.98
6.89
6.82
6.76
6.68
6.67
6.60
6.53
6.47
6.40
6.33
6.27
6.19
6.14
6.09
6.02
5.96
5.91
5.81
5.74
5.67
5.58
5.54
5.46
7+200
7+225
7+250
7+275
7+300
7+325
7+350
7+375
7+400
7+425
7+450
7+475
7+500
7+525
7+550
7+575
7+600
7+625
7+650
7+675
7+700
7+725
7+750
7+775
7+800
7+825
7+850
7+875
7+900
7.349
7.272
7.196
7.119
7.043
6.966
(6.890)
(6.829)
(6.768)
(6.706)
6.645
6.584
6.523
6.461
6.400
6.339
6.278
6.216
6.155
6.094
6.033
5.971
5.910
5.828
5.745
5.663
5.580
5.523
5.467
6.890i=-0.306%L=229.000m 5
.910i=-0.245%L=400.000m 5
.580i=-0.330%L=100.000m
7+212.863
/183 2.5%
6.542
5.832
6.942
6.682
6.092
4.959
5.061
4.911
5.209
5.609
5.461
D500
H650
H400
H400
5.689H850~H650
5.260
H650
6.947
6.871
6.795
6.719
6.642
6.566
6.049
5.985
5.921
5.857
5.187
5.127
5.077
IS Type A
5.817
5.791
5.766
5.740
5.715
5.628
5.566
5.505
5.444
5.383
5.321
5.177
5.095
5.012
6.916
6.854
6.793
6.727
OUTLET OUTLET
Invert Level of Drainage
6.83
ort Authority
ew Jerusalem Church
S.G.S Company
Abraham Robert Funeral Home
Football field
NTA Community Road No.2
Chick
en So
up
Facto
ry Ro
ad
Bus stop
Mosque
Zink Camp Community Road
Stephen Tolbert Road No.3
Cla Por Town Road No.1
C la P o
r T o
wn R
oad N o
. 2
RC Pipe φ600
Stephen Tolbert Road No.2
Steel Pipe φ400
⑧RC Pipeφ
750
⑦RC Pipeφ
750
Sta.7+200
Sta.7+300
Sta.7+400
Sta.7+500
Sta.7+600
Sta.7+700
Sta.7+800
Sta.7+900
R=∞ L=1286.517
Sta.7+172.863
EC11
Chicken Soup IS
VIST industrial complex
Refer to Detail 3 Intersection Drawing
Sta.7+325
Sta.7+
450
W=6.0 L
=15.7
0AR-A
W=5.0 L=10.
00AR-C
W=6.0 L=
8.00
AR-C
W=6.0 L
=10.0
0AR-C
W=6.0 L
=10.0
0AR-C
W=5.0 L=
9.00
AR-C
W=7.0 L=
5.00
AR-C
W=4.0 L=
9.00
AR-C
W=6.0 L=
7.00
AR-C
W=8.0 L
=10.0
0AR-C
W=5.0 L
=11.0
0AR-DBB
GB L=125.8 VB L=131.6
CS-250 L=115.5 CS-S L=1.2 CS-50 L=8.5
GB L=131.6 VB L=139.5
CS-250 L=116.5 CS-S L=3.0 CS-50 L=16.8
VB L=24.5
CS-250 L=16.5
GB L=21.6
CS-S L=0.6CS-50 L=4.2
VB L=58.8
CS-250 L=42.8
GB L=53.0
CS-S L=1.2CS-50 L=8.5
GB L=105.6 VB L=111.4
CS-250 L=95.3 CS-S L=1.2 CS-50 L=8.5
VB L=52.1
CS-250 L=36.0
GB L=46.3
CS-S L=1.2CS-50 L=8.5
VB L=34.9
CS-250 L=18.9
GB L=29.1
CS-S L=1.2CS-50 L=8.5
VB L=44.1
CS-250 L=28.0
GB L=38.2
CS-S L=1.2CS-50 L=8.5
GB L=
CS-250 L=108.0
6
H=0.70CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
AP L=155.3 PB L=140.1 CS-D L=18.4 CS-250 L=3.9
AP-L L=155.3 PB L=140.1 CS-D L=18.4
H=1.15CB-A
H=1.10CB-A
H=1.10CB-A
H=1.05CB-A
H=1.05CB-A
H=1.00CB-A
H=0.95CB-A
H=0.95CB-A
H=0.95CB-A
H=0.95CB-A
H=0.95CB-A
H=0.95CB-A
H=0.95CB-A
H=0.95CB-A
H=0.95CB-A
H=0.95CB-A
H=0.95CB-A
H=0.95CB-A
H=0.95CB-A
H=2.69CB-D
H=0.70CB-A
H=0.70CB-A
H=2.05CB-D
H=0.85CB-A
HC
AP L=528.0 PB L=472.6 CS-D L=61.6 CS-250 L=16.6 PB-50 L=6.0
AP-L L=513.0 PB L=457.6 CS-D L=61.6 PB-50 L=6.0
MU-A H=0.55 L=148.0 MU-B H=0.86~0.96 L=88.4 MU-A H=0.54~0.83 L=390.8
MU-BH=0.97L=6.2
MU-AH=0.76~0.77
L=6.0
1:1000
1:100
DL=-5.000
0.000
5.000
10.000
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-12PLAN & PROFILE
(Sta.7+200-Sta.7+900)PROFILE V=1/100
H=1/1000
N
2-39
⑧ RC P
ipeφ
750
Double Bridge
5.46
5.40
5.37
5.29
5.24
5.16
5.01
5.01
4.95
4.88
4.85
4.81
4.77
4.84
4.91
4.98
4.86
4.84
4.98
5.13
5.28
5.45
5.58
5.64
5.72
5.89
6.08
6.26
7+900
7+925
7+950
7+975
Sta.8
8+25
8+50
8+75
8+100
8+125
8+150
8+175
8+200
8+225
8+250
8+275
8+300
8+325
8+350
8+375
8+400
8+425
8+450
BC12
8+475
8+500
8+525
8+550
5.467
5.410
5.353
5.297
(5.240)
(5.150)
(5.060)
4.983
4.930
4.890
4.850
4.810
4.770
4.840
4.910
4.980
4.910
4.894
4.987
5.133
5.280
5.427
5.573
5.628
5.720
5.898
6.077
6.255
5.240i=-0.227%L=150.000m 4
.970i=-0.360%L=75.000m 4
.770i=-0.160%L=125.000m 4
.980
i=0.280%
L=75.000m 4
.840i=-0.280%L=50.000m 5
.720
i=0.587%
L=150.00
0m i=0.713%
L=150.00
0m
VCL=50VCR=25,000 VCR=5,770
y=0.013
2.2% 2.5%
2.5%
8+419.380
8+451.295
8+479.380
1/183
1/183
0.0% 2.5%
VCL=50
y=0.054
5.061
4.911
5.461
5.326
4.996
4.601
4.917
4.370
4.851
4.310
4.958
4.359
4.494H550~H400
H400 H400~H550 H600~H400
H400
5.320
5.077
4.915
4.913
4.414
4.459
4.503
4.548
4.592
4.420
IS Type A
2.5%
8+178.762
2.5%
8+329.610
8+293.896
0.0%
8+214.476
0.0%
1.0%
8+228.762
1.0%
8+279.610
(Left & Right Side Existing)
4.632
4.769
4.907
5.045
5.182
5.499
5.677
5.856
5.856
5.266
5.177
5.082
4.301
OUTLET
OUTLET
OUTLET
Invert Level of Drainage
Warner Creek
Football fields
Double Bridge
Stephen Tolbert Road No.2
Steel Pipe φ400
Stephen Tolbert E state R oad
Bor
Bor Is
land
Roa
d
⑧RC Pipeφ
750
⑦RC Pipeφ
750
Bus stop
Sta.7+900
Sta.8
Sta.8+100
Sta.8+200
Sta.8+300
Sta.8+400
Sta.8+50
0
Sta.8+600
R=873.250 L=502.253
BC12
Sta.8+459.380
Stephen Tolbert Estate IS
VIST industrial complex
W=12.0 L
=8.5
AR-B
W=4.0 L=
9.00
AR-C
W=6.0 L=
7.00
AR-C
W=6.0 L=
2.00
AR-C
W=4.0 L=
4.00
AR-C
W=4.0 L=
4.00
AR-C
BB
W=10.0 L
=8.00
AR-C
W=6.0 L=
10.00
AR-C
W=5.0 L=
11.00
AR-D W=6
.0 L=
10.00
AR-C
.0 L=
10.00
AR-C W=
5.0 L=11.00
AR-D
W
VB L=34.9
S-250 L=18.9
GB L=29.1
CS-S L=1.2CS-50 L=8.5
VB L=44.1
CS-250 L=28.0
GB L=38.2
CS-S L=1.2CS-50 L=8.5
GB L=118.2 VB L=124.1
CS-250 L=108.0 CS-S L=1.2 CS-50 L=8.5
VB L=27.4
CS-250 L=3.5
GB L=10.3
CS-S L=1.2CS-50 L=22.5
VB L=51.2
CS-250 L=27.3
GB L=34.0
CS-S L=1.2CS-50 L=22.5
VB L=28.9
CS-250 L=12.9
GB L=23.1
CS-S L=1.2CS-50 L=8.5
VB L=72.6
CS-250 L=54.5
GB L=68.0
CS-S L=1.2CS-50 L=8.5
VB L=24.6
CS-250 L=16.3
GB L=22.4
CS-S L=0.6CS-50 L=4.2
VB L=30.0
CS-250 L=21.8
GB L=27.8
CS-S L=0.6CS-50 L=4.2
GB L=126.3 VB L=137.1
CS-250 L=112.0 CS-S L=2.4 CS-50 L=16.3
U-B L=7.0 U-B L=6.0
U-B L=7.0
U-A L=385.6 U-C
L=42.0 U-D L=6
0.0
GB L=157.0 VB L=168.1
CS-250 L=143.2 CS-S L=
2.4 CS-50 L=16.3
0.95-A
H=2.69CB-D
H=0.70CB-A
H=0.70CB-A
H=2.05CB-D
H=0.85CB-A
H=0.80CB-A
H=0.75CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.85CB-A
H=0.80CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
AP-L L=159.8 PB L=142.7 CS-D L=33.0
AP L=159.8 PB L=142.7 CS-D L=33.1 CS-250 L=3.9
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A H=0.70
CB-A H=0.70CB-A H=0.70
CB-A
AP L=492.6 PB L=445.1
CS-D L=68.2 CS-250 L=3
.9
AP-L L=493.8 PB L=446
.3 CS-D L=70.2
MU-A H=0.53~0.70 L=152.3 MU-A H=0.51~0.76 L=472.0
1:1000
1:100
DL=-5.000
0.000
5.000
10.000
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-13PLAN & PROFILE
(Sta.7+900-Sta.8+550)PROFILE V=1/100
H=1/1000
N
2-40
⑨ RC
Pipe
φ750
6.26
6.44
6.62
6.79
6.97
7.15
7.32
7.40
7.51
7.69
7.85
7.97
8.04
8.07
8.00
7.91
7.76
7.61
7.54
7.45
7.27
7.09
6.87
6.67
6.49
6.28
6.06
5.85
5.66
5.47
5.26
IP.12IA=32゜57'14"R =873.250
CL=502.253TL=258.286
SL= 37.397
8+550
8+575
8+600
8+625
8+650
8+675
8+700
SP.12
8+725
8+750
8+775
8+800
8+825
8+850
8+875
8+900
8+925
8+950
EC12
8+975
Sta.9
9+25
9+50
9+75
9+100
9+125
9+150
9+175
9+200
9+225
9+250
ΔH=0.329
6.255
6.433
6.612
6.790
6.969
7.148
7.327
7.402
7.506
7.685
7.855
(7.975)
8.041
8.052
8.007
7.908
7.762
7.611
7.541
7.460
7.260
7.061
6.861
6.662
6.462
6.262
6.063
5.863
5.664
5.464
5.290
6.790
i=0.713%
L=150.000
m
8+836
8.053
8.300
i=0.716%
L=211.00
0m
7.460i=-0.604%L=139.000m
i=-0.798%L=481.000m
VCL=150VCR=11,360
8+761
7.763
8+911
7.847
y=-0.247
y=-0.180
y=-0.067
y=-0.009
y=-0.164
y=-0.057
y=-0.005
2.2% 2.5%
2.5%
0.0% 2.5%
1/183
1/183
8+941.633
8+969.718
9+001.633
7.220
7.620
7.830
8.017
7.429
7.579
5.663
7.508
5.305
4.905
4.592
H400
H400
H400
H400~H520
H400
D
7.060
7.283
7.569
7.549
7.528
5.464
5.264
5.065
4.552
IS Type B
IS Ty
5.856
5.856
6.034
6.213
6.392
6.571
6.749
6.928
7.107
7.359
7.209
6.860
6.661
6.461
6.262
6.062
5.863
8.000
(5.265)
OUTLET
OUTLET
Invert Level of Drainage
Monrovia Voc
ational Trai
ning Center
New
Hope C
ommu
nity
Roa
d
Bus Stop
Amagashie Road
Banana
⑨RC
Pip
eφ75
0
Sta.8+500
Sta.8+600
Sta.8+700
Sta.8+ 800
Sta.8+900
Sta.9
Sta.9+100
Sta.9+200
R=873.250 L=502.253
BC12
Sta.8+459.380
EC12
Sta.8+961.633
R=∞ L=1269.443
Peace Islan
IP.12I.A.=32°57'13.99"R= 873.250
T.L.=258.286C.L.=502.253S.L.=37.397
W=8.0 LA
W=6.0 L=10.00
AR C
W=5.0 L=11.00
AR-D
W=6.0
L=4.00AR-C
W=6.0
L=4.00AR-
C
W=6.0
L=9.0
0AR-
C
W=6.0 L=7.00
AR-C W=
6.0 L=2.00
AR-C
W=6.0 L=4.00
AR-C
W=5.0 L=4.00
AR-D
W=6.0 L=6.00
AR-C
W=6.0 L=6.00
AR-C
W=5.0
L=10.0
0AR-
D
U-B L=7.0
U-B L=6.0
U-B L=7.0
U-B L=7.0U-B L=6.0 U-B L=7.0
U-A L=385.6 U-C L=42.0 U-D L=60.0
GB L=157.0 VB L=168.1
CS-250 L=143.2 CS-S L=2.4 CS-50 L=16.3
VB L=57.9CS-250 L=42.0
GB L=52.0
CS-S L=1.2CS-50 L=8.4
GB L=92.0 VB L=103.1CS-250 L=78.3 CS-S L=2.4 CS-50 L=16.2
VB L=58.7
CS-250 L=42.8
GB L=52.8
CS-S L=1.2CS-50 L=8.4
GB L=91.8 VB L=97
.9
CS-250 L=82.0 CS-
S L=1.2 CS-50 L=8
.4
VB L=45.1
CS-250 L=29.
0
GB L=39.2
CS-S L=1.2
CS-50 L=8.5
GB L=156.2
VB L=167.1
CS-250 L=142
.0 CS-S L=2
.4 CS-50 L=
16.3
VB L=43.9
CS-250 L=22.
5
GB L=38.1
CS-S L=1.2
CS-50 L=13.8
VB L=42.6
CS-250 L=18.
7
GB L=25.5
CS-S L=1.2
CS-50 L=22.5
VB L
CS-25
GB L
CS-S
CS-5
70
A
H=0.70
CB-A
H=0.70
CB-A
H=0.70
CB-A
H=0.70
CB-A
H=0.70
CB-A
H=0.70
CB-A
H=0.70
CB-A
H=0.70
CB-A
H=0.70
CB-A
H=0.70
CB-A
H=0.70
CB-A
H=0.70
CB-A
H=0.70
CB-A
H=0.70
CB-A
H=2.38CB-D
H=0.75CB-A
H=0.70
CB-A
AP L=492.6 PB L=445.1 CS-D L=68.2 CS-250 L=3.9
AP-L L=493.8 PB L=446.3 CS-D L=70.2
H=0.75CB-A
H=0.80CB-A
H=0.80CB-A
H=0.80CB-A
H=0.70CB-A H=0.75
CB-A H=0.75CB-A H=0.75
CB-A H=0.70CB-A H=0.70
CB-A H=0.70CB-A H=0.70
CB-A H=0.70CB-A H=0.70
CB-A H=0.70CB-A H=0.70
CB-A H=0.70CB-A H=1.15
CB-A H=0.70CB-A H=0.70
CB-A H=0.70CB-A H=0.70
CB-A H=1.05CB-A
AP L=434.2
PB L=384.5
CS-D L=54.9
CS-250 L=7.
9 PB-50 L=6
.0
AP-L L=434.8
PB L=385.1
CS-D L=54.
9 PB-50 L=6
.0
MU-A H=0.51~0.76 L=472.0 MU-A H=0.55~
0.65 L=234.2
RC-400-360 L
=33.2
MU-A
H=0.35
L=6.0
MU-A
H=0.55
L=32.8
U-E L=8.9 H
W-B N=1
RC500-SB L=4
.6
RC500-360 L=
8.5WC-3 L=8.0
H=2.8
DL=0.000
5.000
10.000
15.000
1/1000
1/100
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-14PLAN & PROFILE
(Sta.8+550-Sta.9+200)PROFILE V=1/100
H=1/1000
N
2-41
⑪ RC
Pipe
φ750
⑩ Box
Culve
rt W=305
0@2
5.66
5.47
5.26
5.08
4.88
4.67
4.47
4.27
4.07
3.95
3.90
3.96
4.11
4.31
4.56
4.83
5.06
5.33
5.56
5.80
6.04
6.31
6.56
6.81
7.07
7.31
7.57
7.82
8.06
9+200
9+225
9+250
9+275
9+300
9+325
9+350
9+375
9+400
9+425
9+450
9+475
9+500
9+525
9+550
9+575
9+600
9+625
9+650
9+675
9+700
9+725
9+750
9+775
9+800
9+825
9+850
9+875
9+900
5.664
5.464
5.290
(5.065)
4.865
4.666
4.466
4.267
4.073
3.947
3.909
3.956
4.091
4.310
4.560
4.810
5.060
5.310
5.560
5.810
6.060
6.310
6.560
6.810
7.060
7.310
7.560
7.810
8.060
9+456
3.912
3.620i=-0.798%L=481.000m
i=1.000%
L=669.00
0m
VCL=130VCR=7,230
9+391
4.139
9+521
4.270
y=0.292
y=0.241
y=0.080
y=0.006
y=0.146
y=0.031
5.305
4.905
4.592
4.320
4.505
3.455
3.5124.266
7.295
6.895
4.105
8190
7.440
H400
D400 H750~H400H400
H400~H1050
H400
H400~H750
3.673
5.264
5.065
4.552
4.291
3.500
3.484
3.468 4.160
4.410
4.660
4.910
5.160
5.410
5.660
5.910
6.160
6.410
6.660
6.904
7.059
7.213
7.367IS Type B
5.033
4.068
3.871
3.6014.352
3.529
(5.265)
5.082
OUTLET
OUTLET
Invert Level of Drainag
e
4.35
New Hope C ommunity Road
Total Gas Station
Bus Stop
Jaco
b To
wn R
oad
B la c
k Gi
n na
Roa d
St.
Franci
s Comm
unit
y Ro
ad
Bus Stop
⑩Box Culvert W305 0@2
RC Pipeφ780
⑪RC Pip eφ
750
Sta.9+200
Sta.9+300
Sta.9+400
Sta.9+500
Sta.9+600
Sta.9+700
Sta.9+800
Sta.9+900
St.Francis IS
Peace Island Community IS
W=8.0 L=
8.50
AR-B
W=6.0
L=6.
00AR-C
W=6.0
L=6.
00AR-C
W=4.0 L=
8.00
AR-C
W=4.0 L=
2.00
AR-C
W=11.
0 L=8
.00AR-C
W=11.
0 L=7
.00AR-C
W=6.0 L=
10.00
AR-CBB
VB L=43.9
CS-250 L=22.5
GB L=38.1
CS-S L=1.2CS-50 L=13.8
VB L=42.6
CS-250 L=18.7
GB L=25.5
CS-S L=1.2CS-50 L=22.5
VB L=62.6
CS-250 L=39.6
GB L=49.4
CS-S L=1.2CS-50 L=22.5
VB L=24.3
L=8.2
GB L=18.4
CS-S L=1.2CS-50 L=8.5
CS-250
VB L=66.1
CS-250 L=4.4
GB L=27.4
CS-S L=1.2CS-50 L=17.0
VB L=42.5
CS-250 L=34.5
GB L=39.6
CS-S L=0.6CS-50 L=4.2
H=1.15CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=1.05CB-A
H=1.05CB-A
H=0.90CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.65CB-A
H=0.70CB-A
AP L=172.0 PB L=154.9 CS-D L=20.7 CS-250 L=3.9
AP-L L=172.0 PB L=154.9 CS-D L=20.7
RC-400-360 L=33.2 MU-A H=0.50~0.71 L=164.2MU-AH=0.35L=6.0
MU-AH=0.55L=32.8
U-E L=8.9 HW-B N=1RC500-SB L=4.6RC500-360 L=8.5
W=6.0
L=10
.00AR-C
GB L=169.5 VB L=176.4
CS-250 L=160.40 CS-S L=1.8 CS-50 L=11.0
H=0.70CB-A
AP L=464.1 PB L=414.4 CS-D L=54.7 CS-250 L=3.9 PB-50 L=6.0
MU-A H=0.55~0.76 L=48.0
H=0.80CB-A
H=0.95CB-A
H=1.15CB-A
H=1.65CB-D
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=2.27CB-D
H=0.85CB-A
H=0.90CB-A
H=1.00CB-A
H=1.05CB-A
W=4.0 L=
11.00
AR-D
W=4.0 L=
10.00
AR-C
W=6.0 L
=10.0
0AR-C
W=4.0 L
=11.0
0AR-D
W=6.0
L=10
.00AR-C
W=W=5.0 L=
11.00
AR-D
GB L=80.4 VB L=91.2 GB L=58.2 VB L=64.1 GB L=111.2 VB L=121.1
CS-250 L=48.0CS-S L=1.2CS-50 L=8.5
CS-250 L=66.1 CS-S L=2.4 CS-50 L=16.3 CS-250 L=91.0 CS-S L=3.6 CS-50 L=20.1 CS-250
AP-L L=464.1 PB L=414.4 CS-D L=54.7 PB-50 L=6.0
MU-A H=0.54~0.73 L=322.7 RC400-360 L=32.2MU-AH=0.57~0.59
L=6.0
MU-AH=0.81L=4.6MU-B H=0.96~1.18 L=41.4 MU-B
H=0.9L=22.2
WC-4 L=8.8H=3.0
DL=0.000
5.000
10.000
15.000
1/1000
1/100
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-15PLAN & PROFILE
(Sta.9+200-Sta.9+900)PROFILE V=1/100
H=1/1000
N
2-42
⑫ RC
Pipe
φ1200 ⑬ R
C Pipeφ
750
8.06
8.29
8.56
8.80
9.05
9.30
9.56
9.81
10.06
10.31
10.57
10.83
11.03
11.20
11.22
11.29
11.36
11.40
11.38
11.33
11.22
11.08
10.89
10.65
10.39
10.12
9.87
9.60
9.31
9.03
IP.13IA=0゜02'42"
9+900
9+925
9+950
9+975
Sta.10
10+25
10+50
10+75
10+100
10+125
10+150
10+175
10+200
10+225
IP13
10+250
10+275
10+300
10+325
10+350
10+375
10+400
10+425
10+450
10+475
10+500
10+525
10+550
10+575
10+600
8.060
(8.310)
8.560
8.810
9.060
9.310
9.560
9.810
10.060
10.310
10.571
10.816
11.018
11.176
11.208
11.291
11.361
11.388
11.371
11.310
11.205
11.080
10.926
10.697
10.422
10.147
9.871
9.596
9.320
(9.045)
L=139.00
0m
10.310
10+264
11.336
11.760
i=1.043%
10+428
10.902
10.940i=-0.500%L=164.000m
VCL=220VCR=14,260
10+154
10.613
10+374
11.210
VCL=50VCR=8,310
10+403
11.065
10+453
10.665
y=-0.424
y=-0.323
y=-0.208
y=-0.177
y=-0.074
y=-0.015
y=-0.344
y=-0.192
y=-0.084
y=-0.020
y=-0.038
y=-0.029
y=-0.001
9.185
9.585
8.520
7.770
8.190
7.440 8.120
10.936
10.618
10.704
11.104
D400
9.052
8.703
D40
H400
H400
H400H400
H40010.988
10.910
10.502
7.367
7.560
8.410
8.660
8.910
8.160
9.160
9.403
9.646
9.889
10.132
10.375
10.742
10.866
8.571
8.295
IS Type B
IS T
9.453
10.952
10.949
10.796
10.675
10.521
10.266
9.997
9.729
9.460
9.192
8.333
9.069
OUTLET
OUTLET
Invert Level of Draina
ge
Zota
Com
muni
ty R
oad
Jacob Town Market
Calvary Temple A.G. Church
Bus Stop
Jacob Town Football Field
St. Fr
anci
s Co
mmunit
y Road
Zota
Com
muni
ty Roa
d No.2
Jaco
b To
wn S
outh A
fric
a Ro
ad
Bus Stop
Rehab Road
⑫RC Pipeφ1200
⑬RC Pipeφ
750
Sta.9+900
Sta.10
Sta.10+100
Sta.10+200
Sta.10+300
Sta.10+400
Sta.10+500
Sta.10+600
IP13 S ta.10+231.076
R=∞
L =486.671
St.Francis IS
Zota
Com
muni
ty R
oad
IP.13I.A.=0°02'41.55"
R= -T.L.= -C.L.= -S.L.= -
H=0.85CB-A
H=0.90CB-A
H=1.00CB-A
H=1.05CB-A
W=6.0 L=
10.00
AR-C BB
W=4.0
L=10
.00AR-C
W=4.0
L=10
.00AR-C
W=6.0
L=10
.00AR-C
W=4.0 L=
11.00
AR-D
W=4.0 L=
3.00
AR-D
W=4.0 L=
11.00
AR-D
W=6.0 L=
10.00
AR-C
L=121.1 GB L=132.4 VB L=142.2 GB L=44.2 VB L=50.1 GB L=467.0 VB L=494.9GB L=43.4VB L=34.3
GB L=26.9VB L=19.3
6 CS-50 L=20.1 CS-250 L=114.1 CS-S L=2.4 CS-50 L=15.3 CS-250 L=9.1CS-S L=1.2CS-50 L=8.5
CS-250 L=24.1CS-S L=1.2CS-50 L=8.5
CS-250 L=34.0CS-S L=1.2CS-50 L=8.5
CS-250 L=446.7 CS-S L=4.8 CS-50 L=44.8
AP L=635.1 PB L=570.2 CS-D L=73.1 CS-250 L=20.6 PB-50 L=6.0
H=1.05CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=3.63CB-D
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.70CB-A
H=0.75CB-A
H=0.75CB-A
H=0.70CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.70CB-A
H=0.75CB-A
H=2.86CB-D
H=0.75CB-A
H=0.70CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=1.05CB-A
AP-L L=620.1 PB L=555.2 CS-D L=73.1 PB-50 L=6.0
RC400-360 L=32.2 MU-A H=0.55~0.59 L=325.1MU-AH=0.57~0.59
L=6.0
MU-AH=0.81L=4.6 MU-A H=0.55~0.58 L=133.9 MU-A
H=0.38L=6.0
MU-A H=0.55~0.58 L=103.6 RC400-360 L=106.2MU-BH=0.9L=22.2
DL=0.000
5.000
10.000
15.000
1/1000
1/100
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-16PLAN & PROFILE
(Sta.9+900-Sta.10+600)PROFILE V=1/100
H=1/1000
N
2-43
⑭ RC P
ipeφ
750
⑮ RC
Pipe
φ1200
9.03
8.77
8.51
8.21
7.93
7.73
7.65
7.39
7.11
6.83
6.56
6.30
6.00
5.74
5.48
5.25
5.06
4.98
4.99
5.08
5.24
5.47
5.77
6.09
6.40
6.70
7.00
7.32
7.80
8.40
IP.14IA=0゜01'44"
10+600
10+625
10+650
10+675
10+700
IP14
10+725
10+750
10+775
10+800
10+825
10+850
10+875
10+900
10+925
10+950
10+975
Sta.11
11+25
11+50
11+75
11+100
11+125
11+150
11+175
11+200
11+225
11+250
11+275
11+300
(9.045)
(8.769)
(8.494)
8.218
7.943
7.747
7.667
7.392
7.117
6.841
6.566
6.290
6.015
5.739
5.464
5.223
5.062
4.982
4.984
5.066
5.229
5.473
5.777
6.084
6.391
6.698
7.005
(7.336)
(7.816)
(8.443)
4.974
11+17
4.450i=-1.102%L=589.000m
11+262
(7.545)
7.460
i=1.229%
L=245.00
0m i=2.587%
L=63.000
m
VCL=180VCR=7,720
10+927
5.442
11+107
5.556
VCL=50VCR=3,680
11+237
7.153
11+287
(8.107)
y=0.524
y=0.345
y=0.149
y=0.034
y=0.435
y=0.210
y=0.066
y=0.003
y=0.085
y=0.023
y=0.020
7.524
6.122
6.522
7.347
D400
5.884
4.522
5.484
4.662
4.574
6.249
6.993
D400
H750~H400
H400
H400
H400 H400~H1550
H400~H750
5.064
7.066
6.586
8.295
8.020
7.744
7.505
7.413
7.267
6.992
6.717
6.441
6.166
4.610
4.570
4.559
4.548
4.537
4.526
6.236
6.036
5.827
5.618
IS Type A
8.274
IS Type A5.891
5.615
5.340
4.863
7.703
7.703
9.069
8.795
8.522
7.359
7.839
8.454
OUTLET
OUTLET
Invert Level of Drainage
8.51
Town Football Field
Bus Stop
Aqualife Factory
Block Factory
Neez
oe C
ommu
nity
Roa
d
Rehab Road
Bus Stop
⑭RC Pipeφ750
⑮RC Pipeφ
1200
RC Pipeφ580
Sta.10+600
Sta.10+700
Sta.10+800
Sta.10+900
Sta.11
Sta.11+100
Sta.11+200
Sta.11+300
IP14 Sta.10+717.747
R=∞ L =
684.214
Neezoe IS
Rehab IS
Palava Hot
IP.14I.A.=0°01'43.62"
R= -T.L.= -C.L.= -S.L.= -
W=4.0
L=2.
00AR-CBB
W=6.0
L=14
.08AR-A
W=5.0 L
=5.00AR-
C
W=6.0
L=10
.00AR-C
W=4.0
L=10
.00AR-C
W=8.0 L
=4.00AR
-C
W=6.0 L=
3.00
AR-C
W=4.0
L=7.
00AR-D
W=6.0 L=
2.00
AR-C BB
W=9.0 L=
8.50
AR-A
GB L=49.6 VB L=67.2 GB L=62.8 VB L=68.6 GB L=89.2 VB L=95.1 GB L=255.2 VB L=265.1 GB L=45.5 VB L=55.7 GB L=24.3 VB L=GB L=32.1VB L=26.2
GB L=47.1VB L=41.2
GB L=34.6VB L=28.7
CS-250 L=38.7CS-S L=1.2
CS-50 L=28.8
CS-250 L=52.5CS-S L=1.2CS-50 L=8.5
CS-250 L=18.5CS-S L=1.2CS-50 L=8.5
CS-250 L=31.0CS-S L=1.2CS-50 L=8.5
CS-250 L=16.0CS-S L=1.2CS-50 L=8.5
CS-250 L=79.0CS-S L=1.2CS-50 L=8.5
CS-250 L=17.5CS-S L=1.2
CS-50 L=22.5
CS-250 L=32.1CS-S L=1.2
CS-50 L=22.5
CS-250 L=241.0 CS-S L=2.4 CS-50 L=15.3
AP L=572.0 PB L=518.8 CS-D L=64.0 CS-250 L=20.6
H=0.75CB-A
H=1.05CB-A
H=1.05CB-A
H=0.90CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=2.27CB-D
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.75CB-A
H=0.85CB-A
H=1.00CB-A
H=1.20CB-B
H=1.45CB-B
H=3.29CB-D
H=0.85CB-A
H=0.90CB-A
H=1.00CB-A
H=1.10CB-A
H=0.70CB-A
AP-L L=557.0 PB L=503.8 CS-D L=64.0
H=0.75CB-A
RC400-360 L=106.2 MU-B H=0.72~0.90 L=23.2 MU-A H=0.51~0.82 L=383.9 MU-A H=0.55~0.81 L=63.7 RC400-360 L=105.2 MUH=0L=3
MU-B H=1.02~1.51 L=38.1 MU-B H=0.91L=23.2
DL=0.000
5.000
10.000
15.000
1/1000
1/100
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-17PLAN & PROFILE
(Sta.10+600-Sta.11+300)PROFILE V=1/100
H=1/1000
N
2-44
⑯ RC P
ipeφ
750 ⑰
RC P
ipeφ
750
⑱ RC P
ipeφ
750
8.40
9.14
9.43
9.75
10.03
10.05
10.34
10.64
10.94
11.20
11.43
11.60
11.74
11.79
11.85
11.86
11.81
11.76
11.68
11.64
11.61
11.49
11.49
11.41
11.39
11.33
11.27
11.23
11.20
11.17
IP.15IA=0゜06'57"
11+300
11+325
11+350
11+375
11+400
IP15
11+425
11+450
11+475
11+500
11+525
11+550
11+575
11+600
11+625
11+650
11+675
11+700
11+725
11+750
11+775
11+800
11+825
11+850
11+875
11+900
11+925
11+950
11+975
Sta.12
11.695
11.332
(8.443)
(9.090)
9.400
9.710
10.020
10.044
10.330
10.640
10.920
11.196
11.430
11.614
11.749
11.835
11.871
11.858
11.806
11.751
11.640
(11.537)
11.589
(11.486)
(11.435)
11.383
11.229
11.281
11.178
11.135
9.090
=2.587%
=63.000m
10.640
i=1.240%
L=125.00
0m
11.745
11+574
12.030
i=1.121%
L=124.00
0m
11.640i=-0.222%L=176.000m
i=-0.205%L=302.000m
11+287
(8.107)
VCL=170VCR=12,660
11+489
11.077
11+659
11.842
11+987
11.153
y=-0.285
y=-0.147
y=-0.051
y=-0.005
y=-0.137
y=-0.279
y=-0.046
y=-0.003
y=0.008
8.390
8.740
9.152
10.676
10.276
11.872
11.472
11.122
11.214
11.722
11.358
10.959
11.187
10.871
10.571
11.271
H400
H400H400 H750~H400
H700~
8.340
10.796 11.435
H400
8.989
9.301
9.613
9.925
10.236
10.932
AIS Type A
11.587
7.703
7.703
10.518
11.005
11.325
11.461
11.129
11.140
11.152
11.163
11.175
10.881
10.613
10.665
10.716
11.187
8.454
9.125
11.556
11.512
11.457
OUTLET
OUTLETOUTLET
Invert Level of Drainage
Kpellah town Road No.1
Kp ellah town Road No.2
B ee r Vi ll age Road
Japan Auto INC.
SKD Blv d.
I.D.T Jr.High School
Neez
oe Communi
ty R
oad
Bus Stop
72nd Doe Blvd. Road
RC Pipeφ580
⑯RC Pipeφ750
⑰RC Pipeφ
75 0
Bus StopRC Pipeφ600
RC Pipeφ600 RC Pipeφ600 RC Pipeφ600
⑱RC Pipeφ
750
Sta.11+300
Sta.11+400
Sta.11+500
Sta.11+600
Sta.11+700
Sta.11+800
Sta.11+900
Sta.12
IP15 S
ta.11+401.961
R=∞ L
=1300.000
72nd IS
Neezoe IS
NP Liberia Limited
Palava Hot
IP.15I.A.=0°06'56.86"
R= -T.L.= -C.L.= -S.L.= -
W=6.0
L=2.
00AR-
C BB
W=9.0 L=
8.50
AR-A
W=5.0 L=
2.00
AR-C
W=56.
0 L=4
.00AR-C
W=4.0 L=
11.00
AR-D
W=6.0
L=10
.00AR-C
W=6.0
L=2.
00AR-C BB
W=4.0 L
=5.00AR
-C
W=5.0
L=4.
00AR-
D
W=6.0 L=
10.00
AR-C
W=6.0 L=
AR-C
W=5.0 L=
6.00
AR-D
GB L=45.5 VB L=55.7 GB L=24.3 VB L=41.4GB L=31.1
GB L=304.7 VB L=314.5 GB L=35.2 VB L=46.1 GB L=47.7 VB L=55.1 GB L=111.3 VB L=125.1 GB L=82.6 VB L=88.4VB L=25.2
CS-250 L=9.0CS-S L=2.4
CS-50 L=13.3
CS-250 L=17.5CS-S L=1.2
CS-50 L=22.5
CS-250 L=32.1CS-S L=1.2
CS-50 L=22.5
CS-250 L=290.5 CS-S L=2.4 CS-50 L=15.3 CS-250 L=91.1 CS-S L=3.6 CS-50 L=21.1 CS-250 L=72.3 CS-S L=1.2 CS-50 L=8.5CS-250 L=18.5CS-S L=2.4
CS-50 L=16.3
CS-250 L=34.4CS-S L=1.2CS-50 L=8.5
AP L=455.5 PB L=407.7 CS-D L=52.4 CS-250 L=7.9 PB-50 L=6.0 AP L=312.3 PB L=275.9
H=1.10CB-A
H=0.75CB-A
H=1.35CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=3.65CB-D
H=0.75CB-A
H=0.70CB-A
H=0.75CB-A
H=0.70CB-A
H=0.75CB-A
H=0.70CB-A
H=0.75CB-A
H=3.27CB-D
H=1.05CB-A
H=1.00CB-A
H=0.95CB-A
H=0.90CB-A
H=0.85CB-A
H=0.75CB-A
H=0.70CB-A
AP-L L=455.5 PB L=407.7 CS-D L=52.4 PB-50 L=6.0
H=0.70CB-A
H=0.70CB-A
H=2.64CB-D
H=0.95CB-A
H=0.85CB-A
H=0.80CB-A
H=0.7CB-A
AP-L L=327.3 PB L=
RC400-360 L=105.2 MU-A H=0.55~0.58 L=253.8 MU-A H=0.55~0.81 L=96.0MU-AH=0.56L=34.8
MU-AH=0.31~0.36
L=6.0
MU-AH=0.55L=12.6
MU-AH=0.35L=6.0
MU-B H=0.87~0.90 L=38.4
DL=0.000
5.000
10.000
15.000
1/1000
1/100
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-18PLAN & PROFILE
(Sta.11+300-Sta.11+950)PROFILE V=1/100
H=1/1000
N
2-45
C Pipeφ
750
11.23
11.20
11.17
11.17
11.21
11.36
11.56
11.79
12.06
12.29
12.58
12.86
13.04
13.16
13.17
13.11
12.94
12.68
12.38
12.08
11.75
11.43
11.10
10.79
10.55
10.47
10.50
10.66
10.99
11+950
11+975
Sta.12
12+25
12+50
12+75
12+100
12+125
12+150
12+175
12+200
12+225
12+250
12+275
12+300
12+325
12+350
12+375
12+400
12+425
12+450
12+475
12+500
12+525
12+550
12+575
12+600
12+625
12+650
11.229
11.178
11.347
11.135
11.788
11.145
11.216
11.539
12.051
12.314
12.603
12.868
13.042
13.107
13.155
13.176
12.946
12.695
12.379
12.061
11.743
11.424
11.106
10.789
10.560
10.467
10.508
10.685
10.997
12+52
11.224
11.020
12+301
13.175
13.640
i=1.052%
L=249.00
0m
12+601
10.513
9.820i=-1.273%L=300.000m
VCL=130VCR=10,340
11+987
11.153
12+117
11.704
VCL=160VCR=6,880
12+221
(12.798)
12+381
12.621
VCL=160VCR=4,620
12+521
10.839
y=0.204
y=0.192
y=0.070
y=0.008
y=0.085
y=0.014
y=-0.465
y=-0.454
y=-0.212
y=-0.061
y=-0.001
y=-0.228
y=-0.070
y=-0.003
y=0.693
y=0.675
y=0.316
y=0.091
y=0.002
y=0.339
y=0.104
12.546
12.819
12.143
12.469
11.780
10.824
12.775
D400
10.067
12.546
10.389
10.594
H400~H750H700~H400
H400 H400
H400
H400 H400
13.121
12.721
12.221
10.160
H400H400
10.285
10.113
12.663
IS Type B
12.887
10.613
10.665
10.716
10.768
10.820
10.976
11.140
11.305
11.470
11.635
12.088
11.813 12.613
12.736
12.774
12.284
11.979
11.661
11.343
11.025
10.707
10.111
(12.577)
(12.839)
OUTLET
Invert Level of Drainage
I.D.T Jr.High School
Army Camp Field Road
72nd Doe Blvd. Road
Royal Community Road
Pipeline 72nd Road
Kalita
Roa
d
Old Coal Field Road
0
⑱RC Pipeφ
750
Sta.11+900
Sta.12
Sta.12+100
Sta.12+200
Sta.12+300
Sta.12+400
Sta.12+500
Sta.12+600
School Plank Field
W=6.0 L=
10.00
AR-C
W=6.0 L=
10.00
AR-C
W=4.0 L=
9.00
AR-C
W=6.0 L=
5.00
AR-C
W=6.0
L=11
.31AR-B
W=4.0
L=4.
00AR-
C
W=5.0 L=
8.00
AR-C
W=6.0 L=
10.00
AR-C
W=3.0
L=11
.00AR-D
W=6.0
L=8.
00AR-
C
W=6.0 L=
3.00
AR-C
W=5.0
L=3.
00AR-C
W=6.0 L=
6.00
AR-C
W=4.0
L=5.
00AR-C BB
W=6
A
1 GB L=82.6 VB L=88.4 GB L=109.0 VB L=116.4 GB L=44.0 VB L=59.4 GB L=79.2 VB L=88.1GB L=31.1
GB L=64.7 VB L=70.6 GB L=46.2 VB L=52.1 GB L=77.4 VB L=83.2VB L=25.2GB L=32.6VB L=26.7
GB L=33.6VB L=27.7
GB L=24.3VB L=18.5
GB L=36.1VB L=17.4
GB L=31.7VB L=24.9
-50 L=21.1 CS-250 L=72.3 CS-S L=1.2 CS-50 L=8.5 CS-250 L=98.8 CS-S L=1.2 CS-50 L=8.5 CS-250 L=65.0 CS-S L=2.4 CS-50 L=14.3 CS-250 L=64.1 CS-S L=1.2 CS-50 L=8.5CS-250 L=14.7CS-S L=1.2CS-50 L=8.5
CS-250 L=36.8CS-S L=1.2
CS-50 L=20.4
CS-250 L=10.9CS-S L=1.2
CS-50 L=24.6
CS-250 L=8.3CS-S L=1.2CS-50 L=8.5
CS-250 L=17.5CS-S L=1.2CS-50 L=8.5
CS-250 L=15.0CS-S L=1.2CS-50 L=8.5
CS-250 L=16.5CS-S L=1.2CS-50 L=8.5
CS-250 L=54.5CS-S L=1.2CS-50 L=8.5
CS-250 L=30.0CS-S L=2.4
CS-50 L=13.3
AP L=312.3 PB L=275.9 CS-D L=38.7 CS-250 L=20.6 PB-50 L=6.0 AP L=603.4 PB L=540.4 CS-D L=71.0 CS-250 L=7.9 PB-50 L=6.0
H=0.70CB-A
H=0.70CB-A
H=2.64CB-D
H=0.95CB-A
H=0.85CB-A
H=0.80CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.75CB-A
H=0.85CB-A
H=0.95CB-A
H=1.00CB-A
H=1.10CB-A
AP-L L=327.3 PB L=290.9 CS-D L=38.7 PB-50 L=6.0
H=1.05CB-A
H=0.75CB-A
H=0.70CB-A
H=0.75CB-A
H=0.75CB-A
H=0.75CB-A
H=0.70CB-A
H=0.75CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=1.15CB-A
H=0.70CB-A
H=0.70CB-A
H=0.75CB-A
AP-L L=603.4 PB L=540.4 CS-D L=71.0 PB-50 L=6.0
MU-A H=0.52~0.83 L=258.1 RC400-360 L=32.2 MU-A H=0.55~0.58 L=52.6 MU-A H=0.55~0.59 L=232.0MU-AH=0.55L=12.6
MU-AH=0.35L=6.0
MU-AH=0.34~0.35
L=6.0
MU-A
HW-A N=1RC500-SB L=5.1RC500-360 L=8.5
MU-BH=0.92L=21.2
DL=5.000
10.000
15.000
20.000
1/1000
1/100
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-19PLAN & PROFILE
(Sta.11+950-Sta.12+600)PROFILE V=1/100
H=1/1000
N
2-46
10.50
10.66
10.99
11.44
11.97
12.01
12.54
13.11
13.63
14.14
14.69
15.22
15.72
16.25
16.50
16.72
17.13
17.34
17.49
17.75
17.89
17.97
18.00
18.08
18.28
18.33
18.39
18.53
18.60
18.70
18.84
18.91
19.09
19.03
IP.16IA=0゜03'29"
IP.17IA=2゜11'13"R =2700.000
CL= 103.062TL= 51.537
SL= 0.492
IP.18IA=2゜11'20"R =2700.000
CL= 103.146TL= 51.579
SL= 0.493
12+600
12+625
12+650
12+675
12+700
IP16
12+725
12+750
12+775
12+800
12+825
12+850
12+875
12+900
BC17
12+925
12+950
SP.17
12+975
Sta.13
EC17
13+25
BC18
13+50
13+75
SP.18
13+100
13+125
EC18
13+150
13+175
13+200
13+225
EP=13+
243.355
10.508
10.685
10.997
11.444
11.988
12.031
12.535
13.083
13.630
14.154
14.678
(15.203)
15.727
16.250
16.497
16.729
17.138
17.337
17.478
17.749
17.883
17.951
18.000
18.116
18.280
18.326
18.406
(18.532)
(18.586)
(18.658)
(18.784)
(18.910)
12+601
10.513
9.820
13.630
i=2.190%
L=174.00
0m
12+961
17.296
17.530
i=2.097%
L=186.00
0m
18.280
i=0.658%
L=114.000
m
18.910
i=0.504%
L=125.00
0m
VCL=160VCR=4,620
12+681
11.572
VCL=130VCR=9,030
12+896
16.167
13+26
17.958
y=0.693
y=0.675
y=0.339
y=0.104
y=0.004
y=-0.234
y=-0.161
y=-0.047
y=-0.015
y=-0.001
y=-0.213
y=-0.144
y=-0.037
y=-0.006
y=-0.000
14.054
14.788
15.136
14.804
15.538
10.594
18.510
16.937 17.880
D400
14.404
400
H400
10.285 11
.044
10.113
13.230
17.483
16.329
14.452
(18.006)
(18.132)
(18.258)
(18.384)
IS Type B
10.111
11.591
12.137
12.683
13.754
14.278
15.823
15.318
16.719
17.054
17.319
17.546
17.713
15.231
18.560
18.688
18.816
18.936
OUTLET
Invert Level
of Drainage
Liberia National
Police
Bassa Town Road
Pip el in e Road No.2
Pipeline Road No.1
Monrovia Kakata Road
Sta.12+600
Sta.12+700
Sta.12+8
00
Sta.12+
900
Sta.13
Sta.13+2
00
St a. 13+000 EP=Sta.13+243.355
R=2700.000 L=103.062
Sta.12+912.457
BC17 R=∞ L=1
6 .971
Sta.
1 3+ 15.5 19
EC17
R=27
00.00 0 L=1
0 3. 146
BC18
Sta.13+3
2.490
EC18
Sta.13+135.636
R=2700.0
00 L=107.719
Sta.13+100
IP16 S
ta.12+701.961
R=∞
L =210.496
The Ending Point of Pr oj ec t
Red Light IS
Plank Field
Bypa
ss R
oad
Tubman Blvd.
IP.17
I.A.=2°11'13.38"
R= 2700.000
T.L.=51.537
C.L.=103.062
S.L.=0.492
IP.18
I.A.=2°11'19.75"
R= 2700.000T.L.=51.579
C.L.=103.146
S.L.=0.493
IP.16
I.A.=0°03'29.14"R= -
T.L.= -C.L.= -S.L.= -
6.0 L=6.
00AR-
C
W=4.0 L=
5.00
AR-C BB
W=6.0
L=7.
00AR-C
W=6.0
L=6.
00AR-
C
W=6.0 L=
6.00
AR-C
W=8.0 L=
10.00AR-
C
W=9.0
L=9.00AR-
C
W=8.0 L=
14.50AR-
B
W=6.0
L=6.00AR-
C
W=6.0
L=6.00AR-
C
W=5.0
L=10.0
0AR-C
W=6.0
L=10.0
0AR-C
W=6.0
L=10.0
0AR-C
W=9.0
L=9.20AR-
C
W=6.0
L=6.00AR-
C
W=6.0
L=2.00AR-
C
W=11.0 L
=11.9
5AR-A
B L=46.2 VB L=52.1 GB L=77.4 VB L=83.2 GB L=138.2 VB L=144.1 GB L=25.6 VB L=41.8VB L=24.1 VB L=16.6
GB L=18.2 VB L=24.0GB L=10.8 GB L=38.8 VB L=53.9 GB L=23.5 VB L=41.9 GB L=37.3 VB L=47.5 GB L=31.2 VB L=50.0GB L=18.2
VB L=32.8GB L=14.8
VB L=32.4GB L=26.7
CS-250 L=128.0 CS-S L=1.2 CS-50 L=8.5CS-250 L=64.1 CS-S L=1.2 CS-50 L=8.5CS-250 L=30.0CS-S L=2.4
CS-50 L=13.3
CS-250 L=18.7CS-S L=1.2
CS-50 L=21.2
CS-250 L=8.2CS-S L=1.2
CS-50 L=23.8
CS-250 L=8.0CS-S L=1.2CS-50 L=8.5
CS-250 L=0.6CS-S L=1.2CS-50 L=8.5
CS-250 L=16.4CS-S L=1.2CS-50 L=8.5
CS-250 L=0CS-S L=0
CS-50 L=8.1
CS-250 L=22.4CS-S L=1.2CS-50 L=8.5
CS-250 L=13.2CS-S L=1.2CS-50 L=8.5
CS-250 L=27.1CS-S L=1.2CS-50 L=8.5
CS-250 L=24.8CS-S L=1.2
CS-50 L=24.7
PB-50 L=6.0 AP L=135.7 PB L=122.4 CS-D L=16.1 CS-250 L=3.9 AP L=112.8 PB L=103.3 CS-D L=11.5 CS-250 L=16.2
0 H=0.70CB-A
H=1.15CB-A
H=0.70CB-A
H=0.70CB-A
H=0.75CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=0.70CB-A
H=1.15CB-A
=71.0 PB-50 L=6.0
H=1.05CB-A
H=0.75CB-A
H=0.75CB-A
H=0.70CB-A
H=0.75CB-A
H=0.70CB-A
H=0.75CB-A
H=0.70CB-A
H=0.75CB-A
H=0.75CB-A
H=0.70CB-A
H=0.70CB-A
AP-L L=135.6 PB L=122.3 CS-D L=16.1 AP-L L=98.3 PB L=88.8 CS-D L=11.5
RC400-360 L=34.2MU-AH=0.34~0.35
L=6.0
MU-A H=0.55 L=263.0 MU-A H=0.55~0.59 L=118.2MU-A H=0.59~0.55 L=104.0
HW-A N=1RC500-SB L=5.1RC500-360 L=8.5
HW-A N=1RC500-SB L=5.1RC500-360 L=8.5
DL=5.000
10.000
15.000
20.000
1/1000
1/100
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
PLAN S=1/1000
PP-20PLAN & PROFILE
(Sta.12+600-Sta.13+243.355)PROFILE V=1/100
H=1/1000
N
2-47
1000Median
500
6600Carriage Way
3300Traffic Lane
3300Traffic Lane
500
2.5%2.5%
4Lane Section
500
6600Carriage Way
3300Traffic Lane
3300Traffic Lane
500
(Sta.0+12.500~Sta.0+230)
2000
Subbase Course (t=30cm)
Base Course (t=20cm)
AC Binder Course (t=10cm)
AC Surface Course (t=5cm)
16200
FH
2.0%2.0%
AC Pavement (t=5cm)
Base Course (t=10cm)
2000Side Walk
2000Side Walk
As
Existing Pavement
2500Median
500
6600Carriage Way
3300Traffic Lane
3300Traffic Lane
500
2.5%2.5%
4Lane Section
500
6600Carriage Way
3300Traffic Lane
3300Traffic Lane
500
(Sta.0+230~Sta.0+318)
3500
Subbase Course (t=30cm)
Base Course (t=20cm)
AC Binder Course (t=10cm)
AC Surface Course (t=5cm)
17700
FH
2000Side Walk
1500
Planting Strip
2.0%
1:2.0
AC Pavement (t=5cm)
Base Course (t=10cm)
3500
2000Side Walk
1500
Planting Strip
2.0%1:2.0
3500
As
Existing Pavement
500
6600Carriage Way
3300Traffic Lane
3300Traffic Lane
500
2.5%2.5%
4Lane Section(U-Turn Slot)
500
6600Carriage Way
3300Traffic Lane
3300Traffic Lane
500
(Sta.0+318~Sta.0+347)
3500
Base Course (t=30cm)
Concrete Surface (t=30cm)
17700
FH
0.5%
Max. 16150U-Turn Slot
2000Side Walk
1500
Planting Strip
2.0%1:2.0
3500
Existing Pavement
As
(Sta.0+347~Sta.0+435)
2500Median
500
GHFH
4Lane Section
Base Course (t=25cm)
Concrete Surface (t=20cm)
25000
500
2000Side Walk
1500
Planting Strip
2.0%1:2.0
3500
500
6600Carriage Way
3300Traffic Lane
3300Traffic Lane
500 3500
Subbase Course (t=30cm)
Base Course (t=20cm)
AC Binder Course (t=10cm)
AC Surface Course (t=5cm)
17700
2000Side Walk
1500
Planting Strip
2.0%
1:2.0
AC Pavement (t=5cm)
Base Course (t=10cm)
3500 6600Carriage Way
3300Traffic Lane
3300Traffic Lane
2500
Refer to Detail
2.5%2.5%
105105
105
200
250
300
300
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
TC-1TYPICAL CROSS SECTION(1)
(Sta.0+12.500~Sta.0+400)A1:1/ 50A3:1/100
2-48
As
2.0%
General Section
500 500
1:2.0
1:2.0
Existing Pavement
Existing Pavement
As
General Section
(Sta.0+435~Sta.13+200)
Superelevation Section(Sta.0+435~Sta.13+200)
max.4.0% As
500
1:2.0 Existing Pavement
(Sta.0+435~Sta.13+200)
GH
7100
2000Side Walk
1500
Planting Strip
2.5%
2500Median
250~7503300Traffic Lane
3300Traffic Lane
500
500
Subbase Course (t=30cm)
Base Course (t=20cm)
AC Binder Course (t=10cm)
AC Surface Course (t=5cm)AC Pavement (t=5cm)
Base Course (t=10cm)
30006600Carriage Way
3500
2.5%2.0%
7100
2000Side Walk
1500
Planting Strip2500Median
250~7503300Traffic Lane
3300Traffic Lane
500
500
Subbase Course (t=30cm)
Base Course (t=20cm)
AC Binder Course (t=10cm)
AC Surface Course (t=5cm)AC Pavement (t=5cm)
Base Course (t=10cm)
30006600Carriage Way
3500
GH2.0%
7100
2000Side Walk
1500
Planting Strip2500Median
250~7503300Traffic Lane
3300Traffic Lane
500
500 30006600Carriage Way
3500
GH
Subbase Course (t=30cm)
Base Course (t=20cm)
AC Binder Course (t=10cm)
AC Surface Course (t=5cm)
2.0%2.0%FH
FH
FH
As
GH
7100
2000Side Walk
1500
Planting Strip
2.5%2.0%
2750~3250Left Turn Lane
Left Turn Lane Section
1:2.0
3300Traffic Lane
3300Traffic Lane
500
500
Existing Pavement
(Sta.0+435~Sta.13+200)Subbase Course (t=30cm)
Base Course (t=20cm)
AC Binder Course (t=10cm)
AC Surface Course (t=5cm)AC Pavement (t=5cm)
Base Course (t=10cm)
3250~37506600Carriage Way
3500
FH
Drawing No.
SCALE
DATE
MINISTRY OF PUBLIC WORKSJAPAN INTERNATIONAL
COOPERATATION AGENCYKATAHIRA & ENGINEERS INTERNATIONAL
YACHIYO ENGINEERING CO.,LTD.
THE PREPARATORY SURVEY ONTHE PROJECT FOR
RECONSTRUCTION OFSOMALIA DRIVE IN MONROVIA
TITLE :
SEP. 2012
TC-2TYPICAL CROSS SECTION(2)
(2LANE:Sta.0+400~Sta.13+200)A1:1/ 50A3:1/100
2-49