3-30 - JICA · Urba nS ai tro Vo cati on lS h M in stry of T h e Lo rd Je su C i t Er em ntary Jr. Hig hSc ool Star Fou ndatio Chrst Unitay of God Church Stockton Bridge Sta.1+300

Stockton Bridge

4.25

4.53

4.39

4.49

4.58

4.64

4.70

4.64

4.43

4.49

4.30

3.79

3.67

4.11

3.87

3.56

3.14

3.26

3.40

3.34

3.03

2.87

2.91

2.75

2.75

2.82

2.75

2.77

2.79

1+300

1+325

1+350

1+375

1+400

1+425

1+450

1+475

1+500

1+525

1+550

1+575

1+600

1+625

1+650

1+675

1+700

1+725

1+750

1+775

1+800

1+825

1+850

1+875

1+900

1+925

1+950

1+975

Sta.2

4.445

4.640

4.591

4.640

4.640

4.640

4.640

4.640

4.640

(4.352)

4.568

4.070

3.865

3.744

3.640

3.536

3.431

3.327

3.223

3.119

3.014

2.910

2.858

2.810

2.777

2.759

2.755

2.767

2.793

4.640

i=0.780%

L=50.000m 4

.640

LEVELL=200.000m

1+615

3.786

3.890i=-1.154%L=65.000m 2

.910i=-0.417%L=235.000m

1+935

2.680

2.756

i=-0.209%L=110.000mi=0

L=16

VCL=50VCR=4,330

VCL=160VCR=42,240

1+855

2.847

215

2816

1+565

(4.178)

1+590

3.936

VCL=50VCR=6,410

VCL=50VCR=6,790

y=-0.049

y=-0.072

y=0.046

y=0.076

y=0.058

y=0.024

y=0.005

y=0.050

y=0.019

y=0.003

1+289.853

3.850

3.465

2.277

H400~H800

H600~H400

H400

H400

4.499

H4004.064

2.510

2.277H400~H500

2.367H400~H500

3.880

3.870

3.860

4.060

4.052

4.045

3.681

3.551

3.359

3.253

3.147

3.041

2.934

2.828

2.722

2.616

2.432

2.355

2.406

2.307

2.337

3.850

4.640

4.640

IS Type B

Left Lane Bridge L=85.000m

Right Lane Bridge L=73.600m

4.382

3.846

4.042

OUTLET

OUTLET

OUTLET

Invert Level of Drainage

Stockton Creek

Jamaica Road

Urban SanitatronVocational School

Ministry of The Lord Jesus Christ

Erementary Jr. High School

Star Foundation

Chrst Unitay of GodChurch

Stockton Bridge

Water pipe

Sta.1+300

Sta.1+400

Sta.1+500

Sta.1+600

Sta.1+700

Sta.1+800

Sta.1+900

Sta.2

R=∞

L=865.809

Sta.1+249.85 3

EC4

Jamaica Road IS

Limmit of Constraction(Right Lane) S

Limmit of Constraction(Right Lane) S

Sta.2+000

AR-D

W=5.0

L=11

.00

AP-L L=385.0 PB L=347.0 CS-D L=46.2

AR-C

W=6.0

L=10.

00AR-D

W=5.0

L=11.00AR-

D

W=5.0

L=11.

00AR-

C

W=11.

0 L=9.00AR

-D

W=8.0

L=11.00AR

-D

W=5.0 L

=11.00

AR-A

W=5.0 L=

13.00 BB

AR-D

W=5.0

L=11.00

AP L=428.3 PB L=386.5 CS-D L=53.0 CS-250 L=4.9

AR-DW=5.0 L=11.00

AR-BW=10.0 L=17.00

BB AR-DW=4.0 L=12.00

H=0.70CB-A

H=0.70CB-A

H=0.75CB-A

H=0.75CB-A

H=0.80CB-A

H=1.15CB-A

H=0.80CB-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=0.70CB-A

H=0.70CB-A

H=0.70CB-A

H=0.70CB-A

H=0.70CB-A

H=0.70CB-A

GB L=162.6 VB L=170.5

CS-250 L=153.5 CS-S L=1.8 CS-50 L=12.0

GB L=215.6 VB L=236.5

CS-250 L=193.5 CS-S L=4.8 CS-50 L=31.9

AP L=43.3PB L=39.5 CS-D L=6.8

AP L=61.6PB L=54.0 CS-D L=20.4

AP L=61.6

PB L=54.0 CS-D L=20.4 CS-250 L=12.1

H=0.90CB-A

H=0.90CB-A

H=0.90CB-A

H=0.75CB-A

AP L=115.0 PB L=101.7 CS-D L=34.9

AP L=115.0 PB L=101.7 CS-D L=34.9 CS-250 L=11.4

H=1.10CB-A

H=1.10CB-A

H=1.10CB-A

H=1.05CB-A

H=0.90CB-A

H=0.80CB-A

H=0.75CB-A

GB L=98.5 VB L=114.0

CS-250 L=86.5 CS-S L=3.0 CS-50 L=22.9

GB L=62.5 VB L=86.4 GB L=45.7 VB L=59.9

CS-250 L=64.9 CS-S L=1.8 CS-50 L=26.1 CS-S L=0.6 CS-50 L=18.3CS-250 L=44.0

GB L=124.3 VB L=132.3

CS-250 L=119.9 CS-S L=0.6 CS-50 L=19.3

GB L=119.1 VB L=128.5

CS-250 L=120.2 CS-S L=1.2 CS-50 L=7.5

MU-B H=0.87~0.94 L=77.1 MU-A H=0.59~0.75 L=65.4

HW-A N=1RC500-SB L=5.2RC500-360 L=8.5

RW L=40.0

MU-A H=0.54~0.65 L=407.8MU-A H=0.55~0.75 L=38.4

CS-250

VB LGB L

CS-S CS-50

Left Lane Bridge L=85.000m

Right Lane Bridge L=73.600m

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-3PLAN & PROFILE

(Sta.1+300-Sta.1+950)PROFILE V=1/100

H=1/1000

N

3-29

②Ex.

RC Pi

peφ770

2.75

2.77

2.79

2.96

2.82

2.86

2.94

2.95

3.04

2.94

3.03

2.98

3.09

3.14

3.19

3.12

3.22

2.75

3.03

2.73

2.76

3.36

3.03

2.87

3.18

3.37

3.24

3.46

3.45

3.31

IP.5IA=0゜02'09"

1+950

1+975

Sta.2

2+25

2+50

2+75

2+100

IP5

2+125

2+150

2+175

2+200

2+225

2+250

2+275

2+300

2+325

2+350

2+375

2+400

2+425

2+450

2+475

2+500

2+525

2+550

2+575

2+600

2+625

2+650

2.755

2.767

2.793

2.833

2.875

2.918

2.960

2.976

2.986

3.011

(3.037)

3.062

3.088

3.113

3.139

3.164

3.162

3.017

2.780

2.712

2.807

2.917

3.028

3.138

3.249

3.359

3.470

3.432

3.393

3.355

2.960

i=0.170%

L=165.00

0m

2+335

3.200

i=0.102%

L=235.00

0m

3.122

2+385

2.729

2.630i=-1.140%L=50.000m 3

.470

i=0.442%

L=190.000

mi=-0.153%L=150.000m

VCL=5060,240

2+15

2.816

VCL=50VCR=4,030

2+310

3.174

2+360

2.915

VCR=3,160

2+410

2.741

y=0.050

y=0.019

y=0.003

y=-0.078

y=-0.028

y=-0.012

y=0.099

y=0.036

y=0.016

2.648

2.617

2.600

2.302

2.329 3.070

3.017

3.052

H400

3.152

H400~H550H850~H400

H400

2.560

2.367500

H400

2.407

2.585

2.611

2.406

2.444

2.483

2.521

2.337

2.644

2.636

2.627

2.618

2.610

2.601

2.312

2.324

IS Type B

2.358

2.518

2.628

2.739

2.849

2.960

3.032

2.993

2.955

3.061

OUTLET


2.742.76

2.47

1.89

International Group Co.LASCO

St.Moses Funeral ParloursTHT Shool

Bus Stop

Tompoe Village Road

Don-KanGas Station

SKD Boulevard Road

Battery Factory

Star Foundation

Battery Factory Road No.1

Darque Town Road

Sta.1+900

Sta.2

Sta.2+100

Sta.2+200

Sta.2+300

Sta.2+400

Sta.2+500

Sta.2+600

IP5 Sta.2+115.662

R=∞ L=1885.688

Battery Factory IS

Battery Factory Road No.2

Gate

IP.5I.A.=0°02'08.95"

R= －T.L.= －C.L.= －S.L.= －

Sta.2+000

AR-D

W=5.0

L=11.00

H=0.70CB-A

H=0.70CB-A

H=0.75CB-A

H=0.75CB-A

H=0.80CB-A

H=1.15CB-A

H=0.80CB-A

5

GB L=162.6 VB L=170.5

CS-250 L=153.5 CS-S L=1.8 CS-50 L=12.0

HW-A N=1RC500-SB L=5.2RC500-360 L=8.5

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

MU-A H=0.54~0.55 L=150.0

CS-250 L=22.3

CB-A

AR-C

W=6.0

L=4.00

AR-C

AR-C

AR-C

AR-C

AR-B

W=5.0

L=2.0

0

W=5.0

L=2.0

0

W=5.0

L=2.0

0

W=5.0

L=2.0

0

W=7.0m

L=8.

50m

CB-AH=0.75

CB-AH=0.75

CB-AH=0.80

CB-AH=0.80

CB-AH=0.85

CB-AH=0.85

CB-AH=0.90

CB-DH=1.51

CB-AH=1.05

CB-AH=0.85

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-ACB-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

CBH=0

VB L=30.3GB L=27.4

CS-S L=0.6CS-50 L=4.2

CS-250 L=16.4CS-S L=1.2CS-50 L=8.5

CS-250 L=10.2 CS-250 L=19.7CS-S L=1.2

CS-50 L=22.5

VB L=28.7GB L=26.7

VB L=16.5GB L=10.7

VB L=26.3GB L=20.5

VB L=23.8GB L=18.0

VB L=43.6GB L=26.5

CS-250 L=7.7CS-S L=1.2CS-50 L=8.5

CS-S L=1.2CS-50 L=8.5

L=0.4CS-S L=1.2CS-50 L=8.5

CS-250

AP L=157.8 PB L=142.6 CS-D L=18.4 CS-250 L=3.9

AR-C

W=6.0 L=

5.00m

W=4.0

L=4.

00

W=8.0

L=5.

00

W=5.0 L=

11.00

W=6.0

L=9.00BB AR-

CAR-

CAR-

DAR-

C

W=6.0

L=10.

00AR-

CBB

W=5.0

L=11.

00AR-D

W=5.0

L=10.

00AR-C

VB L=52.6GB L=36.5

VB L=61.7GB L=55.9

VB L=16.1GB L=10.2

CS-250 L=29.7CS-S L=1.2CS-50 L=22.5

CS-250 L=36.6CS-S L=2.4CS-50 L=13.3

CS-250 L=0CS-S L=0

CS-50 L=9.7

VB L=75.0GB L=64.2

CS-250 L=49.9CS-S L=2.4CS-50 L=16.3

VB L=61.7GB L=55.9

CS-250 L=45.6CS-S L=1.2CS-50 L=8.5

GB L=133.9 VB L=144.7

CS-250 L=110.6 CS-S L=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

AP-L L=157.8 PB L=142.6 CS-D L=18.4

MU-A H=0.55~0.66 L=75.4 MU-A

L=6.0H=0.46~0.47

MU-B H=0.89~1.00 L=36.4 MU-A H=0.50~0.68 L=190.0MU-A H=0.69~0.72 L=50.9

1：1000

1：100

DL=-5.000

0.000

5.000

10.000

Drawing No.

SCALE

DATE






TITLE :

SEP. 2012

PLAN S=1/1000

PP-4PLAN & PROFILE

(Sta.1+950-Sta.2+600)PROFILE V=1/100

H=1/1000

N

3-30

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


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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-5PLAN & PROFILE

(Sta.2+600-Sta.3+250)PROFILE V=1/100

H=1/1000

N

3-31

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


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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-6PLAN & PROFILE

(Sta.3+250-Sta.3+900)PROFILE V=1/100

H=1/1000

N

3-32

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


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


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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-7PLAN & PROFILE

(Sta.3+900-Sta.4+550)PROFILE V=1/100

H=1/1000

N

3-33

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


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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-8PLAN & PROFILE

(Sta.4+550-Sta.5+200)PROFILE V=1/100

H=1/1000

N

3-34

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


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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-9PLAN & PROFILE

(Sta.5+200-Sta.5+850)PROFILE V=1/100

H=1/1000

N

3-35

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


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


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 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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-10PLAN & PROFILE

(Sta.5+850-Sta.6+500)PROFILE V=1/100

H=1/1000

N

3-36

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


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


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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-11PLAN & PROFILE

(Sta.6+500-Sta.7+200)PROFILE V=1/100

H=1/1000

N

3-37

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


6.83

ort Authority

ew Jerusalem Church

S.G.S Company

Abraham Robert Funeral Home

Football field


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


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


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 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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-12PLAN & PROFILE

(Sta.7+200-Sta.7+900)PROFILE V=1/100

H=1/1000

N

3-38

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


Warner Creek

Football fields

Double Bridge


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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-13PLAN & PROFILE

(Sta.7+900-Sta.8+550)PROFILE V=1/100

H=1/1000

N

3-39

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


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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-14PLAN & PROFILE

(Sta.8+550-Sta.9+200)PROFILE V=1/100

H=1/1000

N

3-40

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


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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-15PLAN & PROFILE

(Sta.9+200-Sta.9+900)PROFILE V=1/100

H=1/1000

N

3-41

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


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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-16PLAN & PROFILE

(Sta.9+900-Sta.10+600)PROFILE V=1/100

H=1/1000

N

3-42

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


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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-17PLAN & PROFILE

(Sta.10+600-Sta.11+300)PROFILE V=1/100

H=1/1000

N

3-43

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


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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-18PLAN & PROFILE

(Sta.11+300-Sta.11+950)PROFILE V=1/100

H=1/1000

N

3-44

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


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






TITLE :

SEP. 2012

PLAN S=1/1000

PP-19PLAN & PROFILE

(Sta.11+950-Sta.12+600)PROFILE V=1/100

H=1/1000

N

3-45

Documents

3-30 - JICA · Urba nS ai tro Vo cati on lS h M in stry of T h e Lo rd Je su C i t Er em ntary Jr. Hig hSc ool Star Fou ndatio Chrst Unitay of God Church Stockton Bridge Sta.1+300